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HomeMy WebLinkAbout01.09.24 Planning Packet Meeting Location: Farmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION Tuesday, January 9, 2024 7:00 PM Page 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. Approve Planning Commission Minutes Approve the minutes from the December 12, 2023 regular meeting. Agenda Item: Approve Planning Commission Minutes - Pdf 3 - 7 3. PUBLIC HEARINGS 3.1. Ordinance Amendments to Title 10, Chapters 2, 4, and 5 of the Farmington City Code Recommend the City Council approve Ordinance 2024-02, an ordinance amending Title 10, Chapters 2, 4, and 5 of the Farmington City Code. Agenda Item: Ordinance Amendments to Title 10, Chapters 2, 4, and 5 of the Farmington City Code - Pdf 8 - 16 3.2. Application for Conditional Use Permit and Variance to allow the construction of an accessory structure within the B-2 (Downtown Business) zoning district - 306-312 Oak Street Continue the public hearing to the February 13th regular meeting. Agenda Item: Application for Conditional Use Permit and Variance to allow the construction of an accessory structure within the B-2 (Downtown Business - Pdf 17 4. DISCUSSION 4.1. Meadowview Preserve Final Plat and Planned Unit Development Recommend approval of the Meadowview Preserve final plat and PUD Agreement contingent upon the following, and forward that recommendation on to the City Council: 1. The satisfaction of all engineering comments related to the 18 - 49 Page 1 of 51 construction plans for grading and utilities. 2. A Development Contract between the the developer and City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required. Agenda Item: Meadowview Preserve Final Plat and Planned Unit Development - Pdf 4.2. 2024 Meeting Calendar None, this is provided for informational purposes only. Agenda Item: 2024 Meeting Calendar - Pdf 50 - 51 5. ADJOURN Page 2 of 51 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Approve Planning Commission Minutes Meeting: Planning Commission - Jan 09 2024 INTRODUCTION: Attached, are the minutes from the December 12, 2023 regular meeting. DISCUSSION: Not applicable BUDGET IMPACT: Not applicable ACTION REQUESTED: Approve the minutes from the December 12, 2023 regular meeting. ATTACHMENTS: Dec 12 2023 PC minutesSigned Page 3 of 51 Page 4 of 51 Page 5 of 51 Page 6 of 51 Page 7 of 51 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Jared Johnson, Planning Coordinator Department: Planning Commission Subject: Ordinance Amendments to Title 10, Chapters 2, 4, and 5 of the Farmington City Code Meeting: Planning Commission - Jan 09 2024 INTRODUCTION: Staff is proposing several ordinance amendments to Title 10, Chapters 2, 4, and 5 of the Farmington City Code. The amendments include adding missing definitions, deleting an irrelevant definition, correcting spelling errors, and capitalization fixes. DISCUSSION: of list laundry a staff meeting, presented Planning 2023 November the At Commission miscellaneous zoning code amendments. The amendments included correcting spelling errors, editing definitions, clarifying language, and updating uses and performance standards. After receiving positive feedback from the Planning Commission, staff is bringing the first round of ordinance amendments for final approval. This specific round of ordinance amendments focuses on:  Adding missing definitions for zoning uses  Deleting an irrelevant zoning use definition  Correcting spelling errors  Capitalization fixes The code update table with these specific amendments is attached for reference. The remainder of the proposed code updates presented back in November of last year will be brought forward for final approval at a later meeting date. BUDGET IMPACT: Not applicable ACTION REQUESTED: Recommend the City Council approve Ordinance 2024-02, an ordinance amending Title 10, Chapters 2, 4, and 5 of the Farmington City Code. ATTACHMENTS: Code Update Table - January Only 2024-02 Amending Title 10 Ch 2 4 and 5 - Definitions and Spelling Errors Page 8 of 51 Page 9 of 51 CODE UPDATES – JANUARY 2024 City Code Section Existing Language/Summary Proposed Change Comments/Rationale 10-5-23 (C) Highway 3 Overlay District: Process (C) Process: The HW3-O overlay district design standards will be administered through the site plan process in section 10-6-23 of this chapter and, if reguired under the design review process, in section 2-11-5 of this code. (C) Process: The HW3-O overlay district design standards will be administered through the site plan process in section 10-6-23 of this chapter and, if regquired under the design review process, in section 2-11-5 of this code. Spelling fix 10-5-23 (D) Highway 3 Overlay District: Applicability (D) Applicability: All new construction and renovations or additions of existing commercial, multi-family, and mixed use buildings in the HW3-O overlay district will be reguired to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: 4. Construction that does not reguire a building permit. (D) Applicability: All new construction and renovations or additions of existing commercial, multi-family, and mixed use buildings in the HW3-O overlay district will be regquired to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: 4. Construction that does not regquire a building permit. Spelling fix 10-5-23 (E) Highway 3 Overlay District: Building Materials and Design (E) Building Materials and Design 1. Commercial Buildings: (d) A mix of materials is reguired to enhance the overall aesthetic of buildings and of the corridor as a whole. 2. Multi-family Residential Buildings: (c) A mix of materials is reguired to enhance the overall aesthetic of buildings and of the corridor as a whole. (E) Building Materials and Design 1. Commercial Buildings: (d) A mix of materials is regquired to enhance the overall aesthetic of buildings and of the corridor as a whole. 2. Multi-family Residential Buildings: (c) A mix of materials is regquired to enhance the overall aesthetic of buildings and of the corridor as a whole. Spelling fix 10-5-23 (F) Highway 3 Overlay District: Signage Standards (F) Signage Standards: In addition to the reguirements of Chapter 10-6-3 of the City Code, the following architectural standards are reguired for pylon and monument identification signs: (F) Signage Standards: In addition to the regquirements of Chapter 10-6-3 of the City Code, the following architectural standards are regquired for pylon and monument identification signs: Spelling fix 10-5-23 (G) Highway 3 Overlay District: Exterior Commercial Lighting Standards (G) Exterior Commercial Lighting Standards: In addition to the reguirements of Chapter 10-6-8 of the City Code, the following exterior lighting standards are reguired for commercial buildings: (G) Exterior Commercial Lighting Standards: In addition to the regquirements of Chapter 10-6-8 of the City Code, the following exterior lighting standards are regquired for commercial buildings: Spelling fix 10-5-24 (A) Spruce Street Overlay District: Purpose 7. Establish architectural reguirements for commercial and multi-family residential uses. 7. Establish architectural regquirements for commercial and multi-family residential uses. Spelling fix Pa g e 1 0 o f 5 1 CODE UPDATES – JANUARY 2024 10-5-24 (D) Spruce Street Overlay (SS-O) District: Applicability (D) Applicability: All new construction and renovations or additions of existing commercial, residential, and mixed use buildings in the SS-Q overlay district will be required to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: (D) Applicability: All new construction and renovations or additions of existing commercial, residential, and mixed use buildings in the SS-QO overlay district will be required to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: Spelling fix 10-5-24 (E) Spruce Street Overlay (SS-O) District: Site Design Standards - Lighting 2. Lighting: At the time of the site plan review for the development, a detailed lighting plan shall be submitted. (c) Any lighting reguired on the perimeter of parking lots or along streets shall consist of fixtures illustrated in the city’s standard detail plate as “streetlight – downtown district”. 2. Lighting: At the time of the site plan review for the development, a detailed lighting plan shall be submitted. (c) Any lighting regquired on the perimeter of parking lots or along streets shall consist of fixtures illustrated in the city’s standard detail plate as “streetlight – downtown district”. Spelling fix 10-5-24 (E) Spruce Street Overlay (SS-O) District: Site Design Standards – Required Amenities 3. Required Amenities: For each development, one of the following amenities per ten (10) acres of net developable land area shall be reguired and installed at the time of construction of the project. The amenities shall be highly visible, easily accessible outdoor focal points or gathering places for residents, employees, and visitors to the development site. 3. Required Amenities: For each development, one of the following amenities per ten (10) acres of net developable land area shall be regquired and installed at the time of construction of the project. The amenities shall be highly visible, easily accessible outdoor focal points or gathering places for residents, employees, and visitors to the development site. Spelling fix 10-4-5 Height Regulations for Airspace Safety Any person(s) proposing a structure of two hundred feet (200') or more above ground level located within the city shall notify and obtain the approval of the federal aviation administration and the Minnesota department of transportation. Any person(s) proposing a structure of two hundred feet (200') or more above ground level located within the city shall notify and obtain the approval of the fFederal aAviation aAdministration and the Minnesota dDepartment of tTransportation. Capitalization fix 10-2-1 Zoning Definitions - Church CHURCH: A building, together with its accessory buildings and uses, where persons regularly assemble for religious worship. CHURCHPLACES OF WORSHIP: A building, together with its accessory buildings and uses, where persons regularly assemble for religious worship. Places of Worship are listed as uses in zoning districts for places such as churches 10-2-1 Zoning Definitions There is no definition for “specialized animal raising facilities” but is listed as a permitted use in the A-1 district. SPECIALIZED ANIMAL RAISING FACILITIES: The use of land and buildings for the raising and care of fur-bearing animals such as rabbits and domestic pets, stabling and care of horses, animal kennels, and the raising of any other domestic animals of a similar nature. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “soil pulverizing operation” but is listed as an interim use in the A-1 district. SOIL PULVERIZING OPERATION: An operation which breaks up and pulverizes the soil preparing for seeding, sod installation, etc. Adding a missing definition for an existing use in code Pa g e 1 1 o f 5 1 CODE UPDATES – JANUARY 2024 10-2-1 Zoning Definitions There is no definition for “truck gardening” but is listed as a permitted use in the A-1 district. TRUCK GARDENING: Small-scale cultivation of berries, flowers, fruits, grains, herbs, mushrooms, nuts, ornamental plants, seedlings or vegetables for personal use on-site or for the sale or distribution off-site. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “parochial schools” but is listed as a use in several zoning districts. SCHOOL, PAROCHIAL: A private school maintained by a religious body usually for elementary and secondary instruction. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “nonprofit recreational, cultural and entertainment uses” but is listed as a use in several zoning districts. NONPROFIT RECREATIONAL, CULTURAL AND ENTERTAINMENT USES: A non-profit operation which facilitates or provides services to meet varied recreational, cultural and entertainment uses for their patrons. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “home and trailer sales/display” but is listed as a conditional use in the B-3 district. HOME AND TRAILER SALES/DISPLAY: The use of any building or land area for the sales and display of homes and trailers. Incidental maintenance and servicing is included as an accessory use. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “wildlife feeding station” but is listed as a conditional use in the P/OS district. WILDLIFE FEEDING STATION: An area where food is deliberately provided for wildlife. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions There is no definition for “lot coverage”. There is lot coverage standard in most zoning districts. LOT COVERAGE: The portion of a lot that is occupied by buildings or structures, expressed as a percentage of the total lota area. Adding a missing definition for a zoning requirement 10-2-1 Zoning Definitions There is no definition for “senior care facility” but is listed as a use in several zoning districts. SENIOR CARE FACILITY: A facility which provides personal and/or medical assistance in a home-like setting to those who cannot live independently. Facilities can range from assisted living to nursing homes. Adding a missing definition for an existing use in code 10-2-1 Zoning Definitions – Nursing Home NURSING HOME: A licensed establishment having accommodations for the continuous care of two (2) or more invalid, infirm, aged convalescent patients or disabled persons who are not related. NURSING HOME: A licensed establishment having accommodations for the continuous care of two (2) or more invalid, infirm, aged convalescent patients or disabled persons who are not related. Nursing home is not an existing use in code and should be removed. Nursing homes are covered under senior care facility. Pa g e 1 2 o f 5 1 CITY OF FARMINGTON DAKOTA COUNTY, MINNESOTA ORDINANCE 2024-02 AN ORDINANCE AMENDING TITLE 10, CHAPTERS 2, 4 AND 5 OF THE FARMINGTON CITY CODE AS IT RELATES TO ADDING MISSING DEFINITIONS, DELETING IRRELEVANT DEFINITIONS, AND CORRECTING SPELLING AND TYPOGRAPHICAL ERRORS The City Council of the City of Farmington ordains: SECTION 1. Title 10, Chapter 2, Section 1 of the Farmington City Code is amended by adding the underlined language and deleting the strikethrough language as follows: 10-2-1: ZONING DEFENITIONS: CHURCH PLACES OF WORSHIP: A building, together with its accessory buildings and uses, where persons regularly assemble for religious worship. HOME AND TRAILER SALES/DISPLAY: The use of any building or land area for the sales and display of homes and trailers. Incidental maintenance and servicing is included as an accessory use. LOT COVERAGE: The portion of a lot that is occupied by buildings or structures, expressed as a percentage of the total lot area. NONPROFIT RECREATIONAL, CULTURAL AND ENTERTAINMENT USES: A non-profit operation which facilitates or provides services to meet varied recreational, cultural and entertainment uses for their patrons. NURSING HOME: A licensed establishment having accommodations for the continuous care of two (2) or more invalid, infirm, aged convalescent patients or disabled persons who are not related. SCHOOL, PAROCHIAL: A private school maintained by a religious body usually for elementary and secondary instruction. SENIOR CARE FACILITY: A facility which provides personal and/or medical assistance in a home-like setting to those who cannot live independently. Facilities can range from assisted living to nursing homes. SPECIALIZED ANIMAL RAISING FACILITIES: The use of land and buildings for the raising and care of fur-bearing animal such as rabbits and domestic pets, stabling and care of horses, animal kennels, and the raising of any other domestic animals of a similar nature. Page 13 of 51 Ordinance 2024-02 Page 2 of 4 SOIL PULVERIZING OPERATION: An operation which breaks up and pulverizes the soil preparing for seeding, sod installation, etc. TRUCK GARDENING: Small-scale cultivation of berries, flowers, fruits, grains, herbs, mushrooms, nuts, ornamental plants, seedlings or vegetables for personal use on-site or for the sale or distribution off-site. WILDLIFE FEEDING STATION: An area where food is deliberately provided for wildlife. SECTION 2. Title 10, Chapter 4, Section 5 of the Farmington City Code is amended by adding the underlined language and deleting the strikethrough language as follows: 10-4-5: HEIGHT REGULATIONS FOR AIRSPACE SAFETY: Any person(s) proposing a structure of two hundred feet (200') or more above ground level located within the city shall notify and obtain the approval of the fFederal aAviation aAdministration and the Minnesota dDepartment of tTransportation. SECTION 3. Title 10, Chapter 5, Section 23 of the Farmington City Code is amended by adding the underlined language and deleting the strikethrough language as follows: 10-5-23: HIGHWAY 3 OVERLAY (HW3-O) DISTRICT: (C) Process: The HW3-O overlay district design standards will be administered through the site plan process in section 10-6-23 of this chapter and, if regquired under the design review process, in section 2-11-5 of this code. (D) Applicability: All new construction and renovations or additions of existing commercial, multi-family, and mixed use buildings in the HW3-O overlay district will be regquired to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: 4. Construction that does not regquire a building permit. (E) Building Materials and Design: 1. Commercial Buildings: (d) A mix of materials is regquired to enhance the overall aesthetic of buildings and of the corridor as a whole. 2. Multi-family Residential Buildings: (c) A mix of materials is regquired to enhance the overall aesthetic of buildings and of the corridor as a whole. (F) Signage Standards: In addition to the regquirements of Chapter 10-6-3 of the City Code, the following architectural standards are regquired for pylon and monument identification signs: (G) Exterior Commercial Lighting Standards: In addition to the regquirements of Chapter 10-6-8 of the City Code, the following exterior lighting standards are regquired for commercial buildings: Page 14 of 51 Ordinance 2024-02 Page 3 of 4 SECTION 4. Title 10, Chapter 5, Section 24 of the Farmington City Code is amended by adding the underlined language and deleting the strikethrough language as follows: 10-5-24: SPRUCE STREET OVERLAY (SS-O) DISTRICT: (A) Purpose: The purpose of this overlay district is to establish design standards pertaining to the commercial and residential uses in the Spruce Street area west of downtown Farmington and the Vermillion River. The design standards are intended to do the following: 7. Establish architectural regquirements for commercial and multi-family residential uses. (D) Applicability: All new construction and renovations or additions of existing commercial, residential, and mixed use buildings in the SS-QO overlay district will be required to meet the standards in this chapter, unless otherwise provided. Projects exempt from meeting the standards are those buildings that are comprised of any of the following project types: (E) Site Design Standards: 2. Lighting: At the time of site plan review for the development, a detailed lighting plan shall be submitted. (c) Any lighting regquired on the perimeter of parking lots or along streets shall consist of fixtures illustrated in the city's standard detail plate as "streetlight - downtown district". 3. Required Amenities: For each development, one of the following amenities per ten (10) acres of net developable land area shall be regquired and installed at the time of construction of the project. The amenities shall be highly visible, easily accessible outdoor focal points or gathering places for residents, employees, and visitors to the development site. SECTION 5. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available for inspection and without cost by any person at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance. This ordinance includes the following changes relating to Title 10, Chapters 2, 4 and 5: • Adding missing definitions for Home and Trailer Sales/Display, Lot Coverage, Nonprofit Recreational, Cultural and Entertainment Uses, Parochial School, Senior Care Facility, Specialized Animal Raising Facilities, Soil Pulverizing Operation, Truck Gardening, and Wildlife Feeding Station. • Replacing “Church” definition with “Places of Worship”. • Deleting “Nursing Home” definition. • Capitalizing Federal Aviation Administration and Minnesota Department of Transportation • Fixing spelling errors in multiple sections where “require” and “required” are misspelt. • Fixing a spelling error where the Spruce Street Overlay (SS-O) District is spelt as the (SS-Q) District. Page 15 of 51 Ordinance 2024-02 Page 4 of 4 SECTION 6. EFFECTIVE DATE. This ordinance shall be effective upon its passage and publication according to law. Passed by the City Council of the City of Farmington, Minnesota, this 16th day of January 2024. ATTEST: ____________________________ ______________________________ Joshua Hoyt, Mayor Shirley R Buecksler, City Clerk Page 16 of 51 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Application for Conditional Use Permit and Variance to allow the construction of an accessory structure within the B-2 (Downtown Business) zoning district - 306-312 Oak Street Meeting: Planning Commission - Jan 09 2024 INTRODUCTION: A public hearing for January 9, 2024 had been set for the application by Ms. Holly Hewitt for a conditional use permit and variance for the construction of an accessory structure within the B-2 (Downtown Business) zoning district. The subject property is 306-312 Oak Street. DISCUSSION: The applicant is in process of preparing updated information for the application. At this time staff will be requesting that the public hearing be continued to the February 13th regular meeting. BUDGET IMPACT: Not applicable ACTION REQUESTED: Continue the public hearing to the February 13th regular meeting. Page 17 of 51 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: Meadowview Preserve Final Plat and Planned Unit Development Meeting: Planning Commission - Jan 09 2024 INTRODUCTION: Summergate Development, LLC has submitted an application for final plat and planned unit development Troyhill the of west located is development The Preserve. Meadowview for development and north of Meadowview Elementary School off of 195th Street W. The final plat consists of 63 single-family lots on 61.07 acres (see attached final plat). DISCUSSION: The 63 single-family lots are part of the 138 overall single-family lots that were proposed with the preliminary plat for this project. The Meadowview Preserve final plat corresponds with the preliminary plat that was approved by the Planning Commission on June 14, 2022 and the City Council on June 27, 2022. The minimum lot area proposed within this development (all phases) is 8,119 square feet, with an average lot area of 9,659 square feet. The minimum lot width and depth proposed are 60 feet and 130 feet, respectively. The proposed setbacks for the development are as follows:  Front yard: 20 feet  Side interior yard: 6 feet  Side corner yard: 20 feet  Rear yard: 6 feet  Setback from arterial roads (195th Street): 50 feet The final plat contains 3 outlots (A-C). A description of the outlots are as follows: Outlot A: Combination of wetland, floodplain and storm water ponding Outlot B: Combination of future development and floodplain Outlot C: Future development Outlot A will be deeded to the City with this final plat. There are two points of access for this final plat phase, those being 193rd Street W from the Troyhill Page 18 of 51 development to the east and 195th Street W to the south. Everfield Avenue extends north from 195th Street. Everglade Path branches off to the west from Everfield Avenue towards the southern end of the plat and then continues north on the west side of the development. The street section for Everfield Avenue provides for a 60 foot right-of-way with a 32 foot wide roadway face of curb to face of curb. Everglade Path street section provides a 60 foot wide right-of-way with a 28 foot wide roadway face of curb to face of curb. Both Everfield Avenue and Everglade Path will end with temporary cul-de-sacs to allow for vehicle turn around. The proposed development is adjacent to a County Road (CSAH 64 - 195th Street W) and is therefore subject to the County's contiguous plat ordinance. The County Plat Commission reviewed the final plat on December 6, 2023 and approved the final plat conditioned upon the access at 195th Street (Everfield Avenue) be restricted to a right-in, right-out with a raised median to be constructed within the right-of-way of 195th Street W along with a right-turn lane. The attached construction plans for the final plat show the required restricted access at Everfield Avenue. Parks, Trails and Sidewalks The city will be seeking to obtain cash-in-lieu of parkland dedication with this development. Sidewalks are shown on the south and west side of Everglade Path, and the west side of Everfield Avenue. A bituminous trail is shown in Outlot A that leads to the existing trail within 195th Street W and also connects into Everglade Path. Trail is also shown on the south side of 193rd Street W. Final Planned Unit Development Attached, is the draft Planned Unit Development Agreement. The agreement outlines the deviations proposed for this development, which are:  Reduced lot size to a minimum of 8,119 square feet (R-1 zone requires a minimum of 10,000 square feet for lots).  Reduced lot width to a minimum of 60 feet (R-1 zone requires a minimum width of 75 feet for lots). The developer has reviewed the attached agreement and finds it acceptable. Engineering Review The Engineering Department has reviewed the Meadowview Preserve final plat and recommend approval upon satisfaction of all engineering comments related to the construction plans for grading and utilities as well as the applicant entering into a Development Contract with the city and all security fees and costs paid. BUDGET IMPACT: Not applicable ACTION REQUESTED: Recommend approval of the Meadowview Preserve final plat and PUD Agreement contingent upon the following, and forward that recommendation on to the City Council: Page 19 of 51 1. The satisfaction of all engineering comments related to the construction plans for grading and utilities. 2. A Development Contract between the the developer and City of Farmington shall be executed and security fees and costs shall be paid. Submission of all other documents required under the Development Contract shall be required. ATTACHMENTS: 23-11-13 0033754S-Meadowview 23-11-10 Meadowview Preserve Construction Meadowview Preserve PUD Agreementv1 Page 20 of 51 Sheet 1 of 3 Sheets MEADOWVIEW PRESERVE CITY PLANNING COMMISSION, CITY OF FARMINGTON, STATE OF MINNESOTA Approved by the Planning Commission of the City of Farmington, Minnesota, this day of , 20 . Chair CITY COUNCIL, CITY OF FARMINGTON, STATE OF MINNESOTA This plat was approved by the City Council of Farmington, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03. Subd. 2. Mayor COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . Todd B. Tollefson Dakota County Surveyor BOARD OF COUNTY COMMISSIONERS. COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the day of , 20 the Board of Commissioners of Dakota County, Minnesota approved this plat of MEADOWVIEW PRESERVE and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance. Attest Chair, County Board County Treasurer-Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . , Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of MEADOWVIEW PRESERVE was filed in the office of the County Recorder for public record on this day of , 20 , at o'clock .M., and was duly filed in Book of Plats, Page , as Document Number . Amy A. Koethe, County Recorder, Dakota County, Minnesota KNOW ALL PERSONS BY THESE PRESENTS: That Summergate Development, LLC, a Minnesota limited liability company, owner of the following described property: That part of the Northwest Quarter of Section 23, Township 114, Range 20, Dakota County, Minnesota, lying easterly of the following described line: Commencing at the northeast corner of said Northwest Quarter; thence South 89 degrees 45 minutes 26 seconds West, assumed bearing along the north line of said Northwest Quarter, a distance of 1008.04 feet to the point of beginning of the line to be described; thence South 03 degrees 32 minutes 01 second East, a distance of 356.54 feet; thence South 14 degrees 07 minutes 48 seconds East, a distance of 688.79 feet; thence South 04 degrees 39 minutes 15 seconds East, a distance of 114.12 feet; thence South 22 degrees 38 minutes 54 seconds West, a distance of 137.54 feet; thence South 15 degrees 12 minutes 06 seconds West, a distance of 676.57 feet; thence South 28 degrees 45 minutes 44 seconds West, a distance of 811.52 feet to the south line of said Northwest Quarter and said line there terminating. AND Outlot B, TROYHILL 3RD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as MEADOWVIEW PRESERVE and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Summergate Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . SUMMERGATE DEVELOPMENT, LLC By Its STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on , by , its of Summergate Development, LLC, a Minnesota limited liability company, on behalf of the company. (Signature) (Name Printed) Notary Public, County, My Commission Expires I, Chris Ambourn, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Chris Ambourn, Licensed Land Surveyor Minnesota License No. 43055 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Chris Ambourn Land Surveyor, Minnesota License No. 43055. (Signature) (Name Printed) Notary Public, County, My Commission Expires Pa g e 2 1 o f 5 1 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516171819202122232425262728 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 1 5 3 5 OUTLOT A 2 OUTLOT A 1 3 3 4 ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ ∆ OUTLOT C NE Cor of the NW 1/4 of Sec. 23, Twp. 114, Rge. 20 Fd. Dakota County Cast Iron Monument no r t h l i n e o f t h e N W 1 / 4 of S e c . 2 3 so u t h l i n e o f t h e N W 1 / 4 of S e c . 2 3 east line of the NW 1/4 of Sec. 23 west line of Outlot B, TROYHILL 3RD ADDITION east line of Outlot B, TROYHILL 3RD ADDITION S8 9 ° 4 5 ' 2 6 " W 1 0 0 8 . 0 4 S03°32'01"E 356.54 S14°07'4 8 " E 6 8 8 . 7 9 S04°39'15"E 114.12 S22 ° 3 8 ' 5 4 " W 137 . 5 4 S15°1 2 ' 0 6 " W 6 7 6 . 5 7 S2 8 ° 4 5 ' 4 4 " W 8 1 1 . 5 2 N8 9 ° 3 7 ' 5 5 " E 1 4 3 5 . 4 2 N00°07'43"W 1198.12 N00°07'42"W 1377.53 S66°13'09"E 4.38 S89°18'46"W 4.00 N00°07'43"W 50.00 N8 9 ° 4 5 ' 2 6 " E 1 0 0 5 . 0 7 50.08 38 1 . 5 2 62 3 . 5 5 N 5 4 ° 0 0 ' 2 2 " E 1 5 6 . 4 9 S2 9 ° 4 6 ' 4 5 " W 81. 5 6 N05°33'08"E 70.16 S12°01'42 " E 133.53 N44 ° 4 4 ' 5 6 " W 74.2 9 S12°01'42 " E 2 5 0 . 0 0 N00°07'42"W 254.00 N8 9 ° 3 7 ' 5 5 " E 9 3 1 . 0 0 S10°21'20" E 59.42 S05°49'23"E 58.92 N00°18'07"E 60.46 N06°10'07"E 56.70 N12°59 ' 3 4 " E 59.07 S14°1 4 ' 0 4 " W 62.50 S10°59'5 2 " W 79.33 S00°39'36"E 86.11 S13°10'3 3 " E 86.11 S26°3 6 ' 3 1 " E 95.45 N 5 3 ° 0 2 ' 5 3 " E 1 3 0 . 0 0 N 5 3 ° 0 2 ' 5 3 " E 1 3 1 . 5 4 N48 ° 1 3 ' 1 1 " W 96. 0 4 N6 0 ° 4 8 ' 3 5 " W 86 . 6 2 S6 9 ° 3 8 ' 5 9 " E 17 6 . 3 2 67.23 ∆=10 ° 4 9 ' 3 6 " R=2 6 5 . 0 0 L=5 0 . 0 7 CB= S 3 6 ° 5 7 ' 0 7 " E 91 4 . 9 7 16 . 0 3 N8 9 ° 3 7 ' 5 5 " E 12 0 . 9 8 N8 9 ° 3 7 ' 5 5 " E 13 9 . 0 1 N8 9 ° 3 7 ' 5 5 " E 60 . 0 0 S0 0 ° 2 2 ' 0 5 " E 40 . 0 0 N8 9 ° 3 7 ' 5 5 " E 12 9 . 1 0 S0 0 ° 2 2 ' 0 5 " E 35 . 0 0 69 7 . 0 5 11 4 . 4 7 95.001103.12 106.97 1270.55 N09°17'32 " E 22.02 N8 0 ° 4 2 ' 2 8 " W 12 7 . 3 4 S05°22'53"W 86.33 N8 9 ° 5 2 ' 1 8 " E 15 0 . 4 4 S8 5 ° 2 1 ' 5 3 " E 60 . 2 0 N8 9 ° 5 2 ' 1 8 " E 14 3 . 0 0 CO U N T Y R O A D N O . 6 4 ( 1 9 5 T H S T R E E T W E S T ) 19 0 T H S T R E E T W E S T 50 50 80 60 60 60 60 60 100 100 135 135 95 95 S8 9 ° 4 5 ' 2 6 " W 16 2 4 . 0 4 WET LAND W E T L A N D WET L A N D WET LAN D WET LAND 19 3 R D S T R E E T WE S T Fd . D a k o t a Co u n t y R / W M o n Fd . D a k o t a Co u n t y R / W M o n Fd. Dakota County R/W MonFd. 1/2 Inch Open Pipe Fd. 1/2 Inch Open Pipe Fd. 1/2 Inch Open Pipe Fd. LS #24764 Fd . 1 / 2 I n c h Op e n P i p e EVERFIELD AVENUE EVERGLADE PATH EV E R G L A D E PA T H N8 9 ° 5 2 ' 1 8 " E 13 3 . 0 2 S80°3 5 ' 0 9 " E 60.00 OUTLOT B S01°19'53"E 62.52 S00°07'42"E 65.50 N8 9 ° 5 2 ' 1 8 " E 2 3 5 . 8 1 N00°07'42"W 200.44 13 0 . 0 0 10 5 . 8 1 N08°17'42" E 2 5 6 . 7 7 N8 9 ° 5 2 ' 1 8 " E 13 1 . 0 8 189.54 N8 9 ° 5 2 ' 1 8 " E 2 1 2 . 3 8 S02°30'56"E 76.49 S14°2 9 ' 2 4 " W 110.32 S21 ° 3 5 ' 1 8 " W 167. 3 6 S3 0 ° 3 3 ' 1 9 " W 79. 8 1 S18° 1 4 ' 0 6 " W 29.8 8 ∆=3°08'40" R=870.00 L=47.75 CB=N01°26'38"E 50 50 306.46 Da k o t a C o u n t y H i g h w a y Ea s e m e n t p e r D o c N o s . 31 0 6 8 3 4 & 3 2 0 8 1 9 1 S8 9 ° 3 7 ' 5 5 " W 11 7 9 . 4 6 0 100 200 300 Sheet 2 of 3 Sheets MEADOWVIEW PRESERVE NW Cor of the NW 1/4 of Sec. 23, Twp. 114, Rge. 20 Fd. Mag Nail w/County Disc SW Cor of the NW 1/4 of Sec. 23, Twp. 114, Rge. 20 Fd. Dakota County Cast Iron Monument SET 1/2" BY 14" IRON PIPE WITH CAP #43055 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 114, RANGE 20, IS ASSUMED TO BEAR S 89°45'26" W SCALE: 1 INCH = 100 FEET SCALE IN FEET (NOT TO SCALE) CITY OF FARMINGTON SECTION 23, TOWNSHIP 114, RANGE 20 VICINITY MAP SITE 23 COUNTY RD 64 (195TH STREET WEST) FL A G S T A F F A V E N U E CS A H N O . 3 1 ( E S S E X A V E N U E ) INSET (SEE SHEET 3 OF 3 SHEETS) DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE ∆ Pa g e 2 2 o f 5 1 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16171819202122232425262728 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 1 5 3 1 5 2 1 3 3 4 ∆ ∆ ∆ ∆ ∆ N00°07'43"W 1103.12N00°07'42"W 106.97 S66°13'09"E 4.37 S8 9 ° 3 7 ' 5 5 " W 60 . 0 0 30 . 0 0 30 . 0 0 40.0040.00 30 . 1 0 30 . 1 0 30 . 0 0 30 . 0 0 S8 9 ° 5 2 ' 1 8 " W 1 6 9 . 0 0 N00°07'42"W 1211.52 N8 9 ° 5 2 ' 1 8 " E 1 7 7 . 8 7 ∆=10 4 ° 2 1 ' 4 6 " R=2 3 5 . 0 0 L=4 2 8 . 0 5 S14°1 4 ' 0 4 " W 1 0 7 . 9 1 ∆=14°21'46" R=600.00 L=150.41 N00°07'42"W 206.80 ∆=9°25'14" R=900.00 L=147.98 317.48 664.52 229.52 ∆=4°00'40" L=65.10 ∆=4°06'18" L=66.63 ∆ = 1 ° 1 8 ' 1 7 " L = 2 1 . 1 8 41.33 62.50 62.50 40.47 ∆=2 ° 3 6 ' 1 0 " L= 2 5 . 8 9 ∆=7°23'19" L=73.50 ∆=4°22'1 7 " L=43.49 25.52 62.50 19.89 ∆=8°38'12 " L=39.95 ∆=12°30'57" L=57.89 ∆=12°30'57 " L=57.89 ∆=12°0 6 ' 1 7 " L=55 . 9 9 N00°18'07"E 60.46 62.5062.5062.5066.50 N8 9 ° 5 2 ' 1 8 " E 1 3 4 . 1 4 N8 9 ° 5 2 ' 1 8 " E 1 3 0 . 2 4 N8 9 ° 5 2 ' 1 8 " E 1 3 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 3 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 3 0 . 0 0 S8 7 ° 3 1 ' 3 2 " E 1 3 0 . 0 0 S8 0 ° 0 8 ' 1 3 " E 1 3 0 . 0 0 S7 5 ° 4 5 ' 5 6 " E 1 3 0 . 0 0 S7 5 ° 4 5 ' 5 6 " E 1 3 0 . 0 0 S8 4 ° 2 4 ' 0 8 " E 1 3 0 . 0 0 N 8 3 ° 0 4 ' 5 5 " E 1 3 0 . 0 0 N 7 0 ° 3 3 ' 5 8 " E 1 3 0 . 0 0 N 5 3 ° 0 2 ' 5 3 " E 1 3 0 . 0 0 S26°3 6 ' 3 1 " E 9 5 . 4 5 S13°10'3 3 " E 8 6 . 1 1 S00°39'36"E 86.11 S10°59'5 2 " W 7 9 . 3 3 S14°1 4 ' 0 4 " W 62.50 N12°59 ' 3 4 " E 59.07 N06°10'07"E 56.70N08°17'42" E 67.23 N00°07'42"W 254.00 N8 9 ° 5 2 ' 1 8 " E 1 3 3 . 0 2 ∆=12 ° 0 8 ' 5 9 " L=5 6 . 1 9 ∆=1 2 ° 3 5 ' 2 5 " L= 5 8 . 2 3 ∆=1 2 ° 3 5 ' 2 5 " L= 5 8 . 2 3 ∆=1 0 ° 2 6 ' 0 0 " L= 4 8 . 2 6 10.69 13 7 . 1 7 80.00 119.65 80.00 80.22 N 3 5 ° 2 9 ' 0 7 " E 1 3 0 . 0 0 N22 ° 5 3 ' 4 2 " E 1 3 0 . 0 0 N10°18'1 8 " E 1 3 5 . 7 5 N00°07'42"W 160.22 N8 9 ° 5 2 ' 1 8 " E 1 3 7 . 1 7 87 . 4 4 88 . 8 8 S6 9 ° 3 8 ' 5 9 " E 1 7 6 . 3 2 N6 0 ° 4 8 ' 3 5 " W 86 . 6 2 N48 ° 1 3 ' 1 1 " W 96. 0 4 N 5 3 ° 0 2 ' 5 3 " E 1 3 1 . 5 4 ∆=10 ° 4 9 ' 3 6 " R=2 6 5 . 0 0 L=5 0 . 0 7 N8 9 ° 3 7 ' 5 5 " E 1 2 0 . 9 8 S00°22'05"E 40.00 N89°37'55"E 16.03 S8 0 ° 3 5 ' 1 1 " E 60 . 0 0 N8 0 ° 4 2 ' 2 8 " W 1 2 7 . 3 4 S05°22'53"W 86.3 3 N8 9 ° 5 2 ' 1 8 " E 1 5 0 . 4 4 23.87 ∆=2°30'43" L=38.14 ∆=5°01'31" L=76.31 ∆=1 ° 5 3 ' 0 0 " L= 2 8 . 6 0 33.91 62.50 62.50 47.89 ∆=1°19'43" L=14.61 ∆=5°31'07" L=60.68 ∆=5°33'25" L=61.10 ∆=1°57'32" L=21.54 44.77 63.14 ∆=1°04' 4 5 " L=3.86 ∆=33°25'36" L=119.60 ∆=35 ° 0 1 ' 1 6 " L=1 2 5 . 3 0 ∆=3 4 ° 1 4 ' 2 2 " L= 1 2 2 . 5 1 ∆=0°35'47" L=2.13 67 . 8 7 80 . 0 0 135.0062.5062.5062.5062.5062.5062.5062.5062.5062.5066.0066.0062.5062.50 N8 0 ° 4 2 ' 2 8 " W 1 3 0 . 7 5 EA S T 1 2 9 . 5 3 EA S T 1 3 0 . 0 0 EA S T 1 3 0 . 0 0 EA S T 1 3 0 . 0 0 EA S T 1 3 0 . 1 7 N8 3 ° 1 6 ' 5 3 " W 1 3 5 . 4 6 N7 7 ° 4 3 ' 2 8 " W 1 4 8 . 1 6 N7 5 ° 4 5 ' 5 6 " W 1 8 3 . 1 0 S 7 1 ° 3 1 ' 5 2 " W 1 8 3 . 7 0 S3 5 ° 2 6 ' 3 0 " W 1 7 6 . 0 8 N00°07'42"W 134.99 N00°07'42"W 135.00 N8 9 ° 5 2 ' 1 8 " E 1 5 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 6 7 . 4 4 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 7 0 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 6 8 . 8 7 N8 9 ° 5 2 ' 1 8 " E 1 6 2 . 5 0 N8 9 ° 5 2 ' 1 8 " E 1 5 6 . 4 7 62.79 66.31 11.79 54.27 62.50 62.50 62.50 62.50 62.50 62.50 62.50 53.32 9.53 64.89 70 . 0 0 80 . 0 0 62.79 62.15 55.20 62.50 62.50 62.50 62.50 76.36 75.89 73.67 69.16 15.03 12.72 46.68 N7 5 ° 4 5 ' 5 6 " W 1 6 5 . 9 8 S05°22'53"W 1 1 7 . 3 5 S00°07'42"E 545.09 S15°43' 0 5 " E 74.42 66.50 63.50 63.50 81.48 13 9 . 0 0 81.4863.5024.8040.4766.50 N8 9 ° 5 2 ' 1 8 " E 1 4 3 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 4 3 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 3 9 . 0 0 N8 9 ° 5 2 ' 1 8 " E 1 3 9 . 0 0 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 0 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 13 9 . 0 0 80.00 67.00 67.00 64.00 66.00 66.00 66.00 64.00 67.00 67.00 66.00 113.92 113.3466.0067.0067.0064.0066.0066.0066.0064.0067.0067.0080.00 N8 9 ° 3 7 ' 5 5 " E 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 S8 9 ° 5 2 ' 1 8 " W 1 3 9 . 0 1 30 30 30 30 30 30 30 30 40 40 30 30 30 30 30 30 10 10 10 10 1 0 1 0 10 10 10 10 10 10 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 10 30 30 30 30 22 22 22 10 10 50 . 2 4 44 . 5 2 35 . 0 7 29 . 6 1 10 10 1010 10 10 1010 29 . 7 4 27 . 3 2 24 . 9 8 22 . 5 2 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement EVERFIELD AVENUE 19 3 R D S T R E E T W EVERFIELD AVENUE EVERGLADE PATH EV E R G L A D E P A T H N09°17'32 " E 22.02 1.98 N09°17'32 " E 1.92 10 10 1010 S8 5 ° 2 1 ' 5 3 " E 60 . 2 0 0 50 100 150 Sheet 3 of 3 Sheets MEADOWVIEW PRESERVE INSET (FROM SHEET 2 OF 3 SHEETS) SET 1/2" BY 14" IRON PIPE WITH CAP #43055 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 114, RANGE 20, IS ASSUMED TO BEAR S 89°45'26" W SCALE: 1 INCH = 100 FEET SCALE IN FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY PER THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE ∆ Pa g e 2 3 o f 5 1 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - C V 0 1 . D W G ME A D O W V I E W R E S E R V E © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . CONSTRUCTION PLANS MEADOWVIEW PRESERVE FARMINGTON, MN PREPARED FOR: SUMMERGATE DEVELOPMENT INC. 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 CONTACT: BRYAN TUCKER PHONE: 952-898-3461 EMAIL: BRYANT@SUMMER-GATE.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. 1 07/27/22 CITY COMMENTS ALL 2 02/02/23 REVISED QUANTITY TAKEOFF ALL 3 .. 4 .. 5 .. .. .. .. .. .. FOR FOR PHASE ONE - SANITARY, SEWER, WATER MAIN, STORM SEWER AND STREETS PREPARED BY: PROJECT NUMBER: 0033754.00 CONTACT: RYAN BLUHM Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CONSTRUCTION PLANS MEADOWVIEW PRESERVE FARMINGTON, MN FOR FOR PHASE ONE - SANITARY, SEWER, WATER MAIN, STORM SEWER AND STREETS INITIAL SUBMITTAL DATE: 07/01/22 SHEET: 1 OF 19 PROJECT NUMBER: 0033754.00 Sheet List Table SHEET NUMBER SHEET TITLE 1 COVER 2 OVERALL PLAN 3 SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN 4 SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN 5 SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN 6 STORM SEWER & STREET CONSTRUCTION PLAN 7 STORM SEWER & STREET CONSTRUCTION PLAN 8 STORM SEWER & STREET CONSTRUCTION PLAN 9 STORM SEWER & STREET CONSTRUCTION PLAN 10 STORM SEWER & STREET CONSTRUCTION PLAN 11 STORM SEWER & STREET CONSTRUCTION PLAN 12 STREET IMPROVEMENTS 195TH STREET WEST 13 INTERSECTION DETAILS 14 DETAILS 15 DETAILS 16 DETAILS 17 DETAILS VERTICAL DATUM: 1988NAVD IN US SURVEY FEET. USED MNDT CONTROL MNDT ZMP B = 900.27 MDNT 1914 LA = 941.19 DATE: REVIEWED BY CITY ENGINEER Pa g e 2 4 o f 5 1 11 12 13 14 15 16 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 8 9 10 11 12 13 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 5A 6A 1 5 4A 3 1 5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 1 2 3 012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OUTLOT A 2 OUTLOT B 1 3 4 S S S 969.84 TT S S CSS SAN SA N SA N STOSTOSTOSTOSTOSTOSTO ST O ST O ST O WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WATWAT TTHHHH ST CS CS FOE S E M E WAT FILTRATION BASIN 2 W/FOREBAY BOT 928.5 OUTLET 930.0 DT IE=927.00 HWL 934.2 EOF 934.2 BERM 934.7 DT @0.2% IE=926.16 CBMH-228 CBMH-229 CBMH-230 CBMH-255CBMH-254 CB-227 CB-256 CBMH-226CBMH-225 CB-260 CBMH-252 CB-253 CB-249 CBMH-251 STMH-250 CBMH-258 CB-259A CBMH-248 CBMH-259 CBMH-247 CBMH-246 CB-245 CBMH-244 CBMH-243 CBMH-203 CBMH-202 CBMH-204 CBMH-234 CB-206 CBMH-242 CBMH-235 CB-236 CBMH-237 CBMH-239 CBMH-238 CB-241 CBMH-240 STMH-201 OCS-266 FES-267 CO-5 CO-6 CO-7 CO-8 CO-9 CO-10 CO-11CO-20 CO-21 CO-22 FES-265 FES-200 Storm Stub-26 Storm Stub-30 MH-119 MH-EX. 7 MH-EX. 6 MH-117 MH-118 MH-120 MH-122 MH-121 MH-123 8" SANITARY STUB-29 MH-124 MH-113 MH-112 MH-18 MH-19 MH-111 MH-110 MH-126 MH-125 8" SANITARY STUB-25 MH-EX. 10 MH-127 CB-31 PROFILE A SEE SHEET 3 EVERGLAD E P A T H SEE SHEET 4 & 6 193RD ST W SEE SHEET 3 & 8 EV E R G L A D E P A T H SE E S H E E T 4 & 6 EV E R F I E L D A V E N U E SE E S H E E T 5 & 7 EV E R F I E L D A V E N U E SE E S H E E T 5 & 7 PROFILE B2 SEE SHEET 8 PROFILE B SEE SHEET 8 PR O F I L E C SE E S H E E T 8 PR O F I L E D SE E S H E E T 9 PROFIL E E SEE SH E E T 9 PROFILE F SEE SHEET 9 PROFILE G SEE SHEET 10 P R O F I L E H SE E S H E E T 10 P R O F I L E H SE E S H E E T 10 PROFILE I SEE SHEET 10 PROFILE J SEE SHEET 11 PROFILE K SEE SHEET 12 COUNTY ROAD NO. 64 (195TH STREET WEST) SEE SHEET 12 EXISTING TRAIL TUNNEL 30' WETLAND BUFFER 40' WETLAND SETBACK 10 0 ' G R E E N W A Y C O R R I D O R 20' TRAIL CORRIDOR EXISTING WETLAND EXISTING 10' BIT TRAIL CBMH-247CBMH-247CBMH-247CBMH-247 CB-247A CBMH-231A CBMH-231 PROFILE L SEE SHEET 12 FES-57 EX.CB-650 EX. FES-651 CB-59 FES-61 PROFILE M SEE SHEET 11 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - O A 0 1 . D W G 19 2 PROJECT NUMBER: 0033754.00 FARMINGTON, MN 11/10/23 © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE OVERALL PLAN 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 4152711/10/23 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 0'100'200'300' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . CLJ CLJ DW SAN EXISTING PROPOSED WAT WAT OVERALL UTILITY LEGEND 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. 6.ALL SANITARY SEWER WILL BE TELEVISED SUBSEQUENT TO MANDREL TEST. 7.BOULEVARD SOD IS REQUIRED (TWO ROWS BEHIND B.O.C.) BLVD. BETWEEN CURB & GUTTER & SDWK. IS REQUIRED TO BE COMPLETELY SODDED. 8.STREET AND UTILITY SPECIFICATION (SPU-4 PART J AND SPU-9 PART 1) THE BACKFILLING SHALL BE ACCOMPLISH WITH THE USE OF SUITABLE MATERIALS (CITY OF FARMINGTON PLATES BED-01 TO BED-02 REFERENCING MnDOT 3149) AND MAY NOT NECESSARILY BE OBTAINED FROM PARTS OF THE PROJECTS. ON SITE MATERIAL MAY ONLY BE USED IF IT PASSES GRADATION STATE IN MnDOT 3149 AND REFERENCED ON CITY PLATES BED-01 TO BED-02. 9.PLACE STRUCTURE MARKER POSTS FOR UTILITIES OUTSIDE STREET ROW. GENERAL UTILITY NOTES S DT FUTURE SANITARY SEWER STORM SEWER WATER MAIN HYDRANT DRAIN TILE STORM SEWER CASTING SCHEDULE Structure Casting Type Number Type Dia. 31 CB 2'x3' 200 FES 36" 201 STMH 60" 202 CBMH 96" 203 CBMH 48" 204 CBMH 206 CB 27" 225 CBMH 226 CBMH 227 CB 27" 228 229 230 231 234 235 236 X 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 258 259 259A 260 265 266 OCS R-3067-V CBMH CBMH CBMH CBMH 48" CBMH CBMH CBMH CB 2'x3' CBMH CBMH CBMH CB 27" 267 CBMH CBMH CBMH CBMH CBMH CB 2'x3' CBMH CB 2'x3' STMH CBMH CBMH CB 2'x3' CBMH CBMH CB 27" CBMH CBMH CB 27" CB 27" FES FES w/TRASHGUARD w/TRASHGUARD w/TRASHGUARD SEE DETAIL R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-1642B R-1642B R-3067-V R-3067-V R-434248" 48" 48" R-3067-V R-3067-V 48"R-3067-V 48"R-3067-V 48"R-3067-V R-3067-V 60"R-3067-V 48"R-3067-V R-3067-V 48"R-3067-V 60"R-3067-VB R-3067-VB48" R-434260" 48"R-3067-V 48"R-3067-V 72"R-3067-V R-3067-V 48"R-3067-V 48"R-3067-V 48"R-3067-V R-3067-V 48" R-3067-VB48" R-3067-VB48" 48"R-3067-V R-3067-V 48"R-3067-V 48"R-3067-V R-434248" 36" 36" 72" Draintile Stub YES YES YES YES YES YES YES YES YES YES TEMPORARY TURNAROUND TEMPORARY TURNAROUND 8' WIDE BITUMINOUS TRAIL FUTURE 8' WIDE BITUMINOUS TRAIL END PHASE ONE 8' WIDE BITUMINOUS TRAIL 231A CBMH 48"R-3067-V 247A CB 27"R-4342 YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES 59 CB 27"R-4342 61 FES 12"w/TRASHGUARD 57 FES 12"w/TRASHGUARD Pa g e 2 5 o f 5 1 CSS ST O SA N SA N ST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO ST O WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT W A T WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WATWAT S E M S 12 13 12 13 1 2 3 1 3 4 OUTLOT A MH-123 MH-124 MH-113 MH-112 MH-126 MH-125 MH-EX. 10 MH-127 30' WETLAND BUFFER EXISTING WETLAND 900 910 920 930 940 950 960 900 910 920 930 940 950 960 0 1 2 3 4 5 6 7 8 9 10 11 MH-EX. 10 STA: 1+00 RE=930.50 IE E = 916.92 IE S = 908.50 DEPTH=22.00 194 LF-8" PVC SDR 35 @ 0.40%MH-127 STA: 3+14 RE=927.78 IE E = 917.88 IE W = 917.78 DEPTH=10.00 MH-126 STA: 6+73 RE=938.70 IE N = 922.01 IE W = 921.91 DEPTH=16.77 MH-125 STA: 8+52 RE=936.00 IE NE = 922.83 IE S = 922.73 DEPTH=13.25 MH-113 STA: 3+96 RE=948.79 IE NW = 923.71 IE SE = 936.79 IE SW = 923.61 DEPTH=25.18 195 LF-8" PVC C900 @ 0.40% 179 LF-8" PVC SDR 26 @ 0.40% 359 LF-8" PVC SDR 26 @ 1.12% 20 LF-8" DIP @ 0.40% TT S SAN E WAT WAT S 969.84 4 1 2 9 10 11 0 1 2 MH-119 Street 05 - 193rd St W 950 960 970 980 990 950 960 970 980 990 0 1 2 2 131'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER INSULATE (18" MIN COVER) TOP WM STA=0+34 ELEV=963.6 TOP WM STA=0+51 ELEV=963.7 TOP WM STA=0+42 ELEV=960.0 17'-8" PVC C900 DR18 W.M. EXTRA DEPTH 24'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 . 0 0 C - U T 0 1 . D W G 19 3 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . LEGEND SANITARY SEWER SERVICE WYE LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ PROPERTY LINE ALL SERVICES TO BE EXTENDED 15' INTO PROPERTY. DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER - INSTALL RISER AT PROPERTY LINE WYE = X+XX B A ALL SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. ALL SERVICES TO BE 4" PVC SCHEDULE 40 SERVICE PIPE. ALL SANITARY SEWER DROP MANHOLES TO BE CONSTRUCTED WITH OUTSIDE DROPS. ALL WATERMAIN FITTINGS SHALL BE EPOXY COATED, MADE IN U.S.A OR CANADA. HYDRANTS TO BE INSTALLED 3.5' BEHIND BACK OF CURB. ALL SANITARY SEWER TO BE TELEVISED. GENERAL NOTES NOTE: COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) 11/10/23 11/10/23 50' 10' CLJ DJW ALB PROFILE A 193RD STREET WEST PROFILE A PR O F I L E A E V E R G L A D E P A T H ( S E E S H E E T 4) Ev e r f i e l d A v e n u e (S E E S H E E T 5) CORE DRILL TO EXISTING MH & CONSTRUCT OUTSIDE DROP. PROTECT EXISTING TRAIL DURING CONNECTION, IF PROTECTION IS NOT FEASIBLE REMOVE & REPLACE EXISTING TRAIL REMOVE EXISTING 6" PLUG AND CONNECT TO EX. 6" WM 6" GATE VALVE 6"-22 1/4° BEND 6"X8" REDUCER REMOVE AND REINSTALL HYDRANT AND LEAD UPON SANITARY SEWER CONNECTION COMPLETION 8"-22 1/4° BEND 8"x8" TEE OUTSIDE DROP SECTION DROP Pa g e 2 6 o f 5 1 96 9 . 8 4 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 202122 2324 2526 27288910 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 5A 6A 1 3 1 23456789101112131415 0 0 1 2 3 4 56 7 891011 12 13 14 2 1 3 MH-119MH-117MH-118 MH-120 MH-122 MH-121 MH-123 8" SANITARY STUB-29 MH-124 MH-113 MH-112 MH-18 MH-19 MH-111 MH-110 MH-125 8" SANITARY STUB-25 910 920 930 940 950 960 970 980 910 920 930 940 950 960 970 980 0123456789101112131414 12 LF-8" PVC SDR 26 @ 0.42% MH-18 STA: 13+71 RE=944.18 IE N = 928.10 IE S = 928.00 DEPTH=16.18 271 LF-8" PVC SDR 26 @ 0.40% MH-19 STA: 11+00 RE=942.50 IE N = 926.92 IE S = 926.82 DEPTH=15.68 329 LF-8" PVC SDR 35 @ 0.40% MH-110 STA: 7+70 RE=940.52 IE N = 925.50 IE S = 925.40 DEPTH=15.12 170 LF-8" PVC SDR 26 @ 0.40% MH-111 STA: 6+00 RE=940.79 IE N = 924.72 IE S = 924.62 DEPTH=16.17 MH-112 STA: 4+80 RE=944.97 IE N = 924.14 IE SE = 924.04 DEPTH=20.93 119 LF-8" PVC SDR 26 @ 0.40% 83 LF-8" PVC C900 @ 0.40% MH-113 STA: 3+96 RE=948.79 IE NW = 923.71 IE SE = 936.79 IE SW = 923.61 DEPTH=25.18 20 LF-8" DIP @ 4.57% 64 LF-8" PVC SDR 35 @ 4.57% MH-124 STA: 3+12 RE=952.62 IE E = 940.72 IE NW = 940.62 DEPTH=12.00 MH-123 STA: 2+28 RE=956.44 IE E = 944.54 IE W = 944.44 DEPTH=12.00 84 LF-8" PVC SDR 35 @ 4.45% 227 LF-8" PV C S D R 3 5 @ 3 . 1 4 % MH-121 STA: 0+00 RE=964.13 IE N = 951.79 IE S = 951.79 IE W = 951.69 DEPTH=12.44 INSULATE (18" MIN COVER) 8" SANITARY STUB-25 IE=928.15 (S) TOP WM STA=0+28 ELEV=956.6 TOP WM STA=0+15 ELEV=956.9 TOP WM STA=0+22 ELEV=955.2 680'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER 13'-8" PVC C900 DR18 W.M. EXTRA DEPTH 25'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER INSULATE (18" MIN COVER) TOP WM STA=6+78 ELEV=933.1 TOP WM STA=6+64 ELEV=933.1 TOP WM STA=6+71 ELEV=931.2 14'-8" PVC C900 DR18 W.M. EXTRA DEPTH 636'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER INSULATE (18" MIN COVER) TOP WM STA=13+74 ELEV=937.2 TOP WM STA=13+57 ELEV=937.1 TOP WM STA=13+66 ELEV=934.0 17'-8" PVC C900 DR18 W.M. EXTRA DEPTH 9'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER 12 . 0 ' R I S E R 10 . 0 ' R I S E R 8. 0 ' R I S E R 5. 5 ' R I S E R 5. 0 ' R I S E R 3. 5 ' R I S E R 3. 0 ' R I S E R 2. 5 ' R . 2. 5 ' R . 2. 5 ' R . 3. 0 ' R I S E R 3. 0 ' R I S E R 2. 5 ' R . 2. 5 ' R . 2. 5 ' R . 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R I S E R 3. 5 ' R . N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 . 0 0 C - U T 0 1 . D W G 19 4 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB EVERGLADE PATH 933.9 WYE = 2+66 944.5 3.5' RISER 933.4 WYE = 2+04 944.1 3.5' RISER 933.1 WYE = 1+39 943.7 3.5' RISER 932.7 WYE = 0+76 943.3 3.5' RISER 932.3 WYE = 0+05 943.0 3.0' RISER 932.0 WYE = 2+76 942.6 3.0' RISER 932.0 WYE = 2+14 932.2 WYE = 1+51 932.4 WYE = 0+88 932.0 WYE = 0+19 932.3 WYE = 1+09 932.2 WYE = 0+68 932.0 WYE = 0+06 932.0 WYE = 0+75 934.2 WYE = 0+14 936.5 WYE = 0+57 942.2 3.0' RISER 941.9 3.0' RISER 941.5 3.0' RISER 941.0 2.5' RISER 940.6 2.5' RISER 940.4 2.5' RISER 941.0 3.5' RISER 942.3 5.0' RISER 944.4 8.0' RISER 946.6 10.0' RISER 940.8 WYE = 0+34 950.9 943.1 WYE = 0+78 953.1 945.5 WYE = 0+57 955.7 947.9 WYE = 0+17 957.9 950.0 WYE = 0+68 960.1 952.6 WYE = 1+37 962.8 945.8 WYE = 0+44 955.2 938.7 WYE = 0+11 948.7 12.0' RISER933.7 WYE = 0+61 942.7 5.5' RISER 931.4 WYE = 0+43 940.5 3.0' RISER 930.1 WYE = 0+90 940.5 2.5' RISER 930.3 WYE = 1+54 940.8 2.5' RISER 930.7 WYE = 0+36 941.2 2.5' RISER 931.0 WYE = 0+98 941.5 3.0' RISER 931.4 WYE = 1+61 941.9 3.0' RISER 932.0 WYE = 2+23 942.3 3.0' RISER 932.3 WYE = 2+86 942.7 3.0' RISER 932.6 WYE = 0+29 943.1 3.5' RISER 932.8 WYE = 0+97 943.5 3.5' RISER 4" PVC SANITARY SERVICE (PER CITY DETAILS SER-O1B, SER-02, SER-03) 1" COPPER SERVICE w/CURB STOP AT P/L (PER CITY DETAIL SER-01A) 4" C.O. (PER CITY DETAILS SER-01B, SER-02, SER-03) 8"-22 1/4° BEND FUTURE HYDRANT #6 HYD. w/AUX. VALVE FUTURE 8'-6" DIP CL. 52 FUTURE TNH EL.=946.1 8" X 6" TEE 6" PLUG 8" GV HYDRANT #4 HYD. w/AUX. VALVE 14'-6" DIP CL. 52 8" x 6" TEE TNH EL.=943.4 HYDRANT #5 HYD. w/AUX. VALVE 9'-6" DIP CL. 52 8" x 6" TEE TNH EL.=944.9 8"-11 1/4° BEND HYDRANT #3 HYD. w/AUX. VALVE 9'-6" DIP CL. 52 8" x 6" TEE TNH EL.=943.2 8" -11 1/4 BEND 8"-22 1/2° BEND 8" GV HYDRANT #2 HYD. w/AUX. VALVE 7'-6" DIP CL. 52 8" x 6" TEE TNH EL.=954.6 HYDRANT #1 HYD. w/AUX. VALVE 6'-6" DIP CL. 52 8" x 6" TEE TNH EL.=964.1 HYDRANT #7 HYD. w/AUX. VALVE 6'-6" DIP CL. 52 8" x 6" REDUCER TNH EL.=946.3 8" GV 934.1 WYE = 1+59 943.9 3.5' RISER 934.5 WYE = 2+23 944.3 3.5' RISER LEGEND SANITARY SEWER SERVICE WYE LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ PROPERTY LINE ALL SERVICES TO BE EXTENDED 15' INTO PROPERTY. DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER - INSTALL RISER AT PROPERTY LINE WYE = X+XX B A ALL SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. ALL SERVICES TO BE 4" PVC SCHEDULE 40 SERVICE PIPE. ALL SANITARY SEWER DROP MANHOLES TO BE CONSTRUCTED WITH OUTSIDE DROPS. ALL WATERMAIN FITTINGS SHALL BE EPOXY COATED, MADE IN U.S.A OR CANADA. HYDRANTS TO BE INSTALLED 3.5' BEHIND BACK OF CURB. ALL SANITARY SEWER TO BE TELEVISED. GENERAL NOTES EVERFIELD AVENUE (SEE SHEET 5) P R O F I L E A ( S E E S H E E T 3 ) 8" PVC PLUG 8"-22 1/2° BEND 8"-22 1/2° BEND B B B B BA A A A A A A A A A A A A A TEMPORARY TURNAROUND EXISTING GROUND (TYP.)PROPOSED GRADE (TYP.) 10' (TYP.) FUTURE PHASE SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 8"x8" TEE OUTSIDE DROP SECTION DROP A A A A B B Pa g e 2 7 o f 5 1 20 2 TT S SA N WA T WA T WA T WA T WA T WA T WA T WA T WA T T HH HH ST CS CS FOE E WA T S 96 9 . 8 4 14 15 16 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 202122 2324 2526 27288910 4 5 6 5A 5 4A 5 0123456789101112131415 0 1 2 0 1 2 2 3 4 MH-119MH-117MH-118 MH-120 MH-122MH-121 8" SANITARY STUB-29 Street 01 940 950 960 970 980 990 940 950 960 970 980 990 0123456789101112131414 MH-122 STA: 1+76 RE=966.54 IE N = 954.54 DEPTH=12.00 148 LF-8" PVC SDR 35 @ 1.86% MH-121 STA: 3+25 RE=964.13 IE N = 951.79 IE S = 951.79 IE W = 951.69 DEPTH=12.44 325 LF-8" PVC SDR 35 @ 0.40% MH-120 STA: 6+50 RE=966.98 IE N = 953.19 IE S = 953.09 DEPTH=13.89 400 LF-8" PVC SDR 26 @ 0.40% 250 LF-8" PVC SDR 26 @ 0.40% MH-119 STA: 10+50 RE=970.98 IE N = 954.89 IE S = 954.79 DEPTH=16.19 MH-117 STA: 13+00 RE=967.89 IE S = 955.89 DEPTH=12.00 386'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER MH-118 STA: 13+41 RE=967.15 IE N = 955.15 DEPTH=12.00 97 LF-8" PVC SDR 35 @ 1 . 5 7 % 8" SANITARY STUB-29 IE=953.63 (N) EXISTING 16" WATERMAIN INSULATE (18" MIN COVER) TOP WM STA=3+48 ELEV=957.1 TOP WM STA=3+42 ELEV=955.8 TOP WM STA=3+36 ELEV=957.1 12'-8" PVC C900 DR18 W.M. EXTRA DEPTH 280'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER INSULATE (18" MIN COVER) TOP WM STA=8+07 ELEV=961.6 TOP WM STA=8+02 ELEV=961.1 TOP WM STA=7+97 ELEV=961.5 10'-8" PVC C900 DR18 W.M. EXTRA DEPTH 448'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER 2. 5 ' R . 2. 5 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R I S E R 3. 0 ' R 3. 5 ' R I S E R 4. 0 ' R I S E R 4. 0 ' R I S E R 3. 0 ' R I S E R 2. 5 ' R I S E R INSULATE (18" MIN COVER) TOP WM STA=10+47 ELEV=964.0 TOP WM STA=10+38 ELEV=960.3 TOP WM STA=10+30 ELEV=963.8 17'-8" PVC C900 DR18 W.M. EXTRA DEPTH 134'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER INSULATE (18" MIN COVER) TOP WM STA=9+59 ELEV=963.1 TOP WM STA=9+51 ELEV=959.4 TOP WM STA=9+42 ELEV=963.0 17'-8" PVC C900 DR18 W.M. EXTRA DEPTH 70'-8" PVC C900 DR18 W.M. 7.5' MIN. COVER N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 . 0 0 C - U T 0 1 . D W G 19 5 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE SANITARY SEWER & WATERMAIN CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . 50' 10' CLJ DJW ALB 10' (TYP.) EVERFIELD AVENUE 11/10/23 11/10/23 955.3 WYE = 3+13 966.1 956.4 WYE = 3+75 967.3 957.5 WYE = 2+38 968.4 958.6 WYE = 1+75 969.5 959.7 WYE = 1+11 970.7 2.5' RISER 960.2 WYE = 0+22 971.5 4.0' RISER 959.7 WYE = 3+58 970.9 3.5' RISER 959.1 WYE = 2+95 970.3 3.0' RISER 959.4 WYE = 2+33 969.7 3.0' RISER 958.3 WYE = 1+70 969.0 2.5' RISER 957.7 WYE = 1+11 968.4 957.1 WYE = 0+45 967.8 956.4 WYE = 3+08 967.2 955.8 WYE = 2+46 966.5 955.2 WYE = 1+83 966.0 955.0 WYE = 0+64 965.3 956.1 WYE = 1+29 966.6 956.2 WYE = 1+36 966.7 955.3 WYE = 0+69 965.4 954.2 WYE = 0+04 964.5 954.2 WYE = 0+40 964.5 955.0 WYE = 1+04 965.1 955.5 WYE = 1+69 965.8 956.2 WYE = 2+35 966.4 956.9 WYE = 3+00 967.1 958.2 WYE = 0+40 967.7 958.2 WYE = 1+04 968.4 958.8 WYE = 1+76 969.1 2.5' RISER 959.5 WYE = 2+38 969.7 3.0' RISER 961.4 WYE = 0+14 971.4 4.0' RISER961.4 WYE = 1+02 970.8 3.0' RISER 960.2 WYE = 1+66 969.7 959.1 WYE = 2+29 968.5 957.9 WYE = 3+81 967.3 956.7 WYE = 3+19 966.2 1" COPPER SERVICE W/ CURB STOP AT P/L (PER CITY DETAIL SER-01A) 4" PVC SANITARY SERVICE (PER CITY DETAILS SER-01B, SER-02, SER-03) 4" C.O. (PER CITY DETAILS SER-01B, SER-02, SER-03) 8" GV 8" GV 8" GV HYDRANT #12 HYD. w/AUX. VALVE 11'-6" DIP CL. 52 8"x6" TEE TNH. EL.=967.9 HYDRANT #11 HYD. w/AUX. VALVE 11'-6" DIP CL. 52 8" x 6" TEE TNH. EL.=973.4 HYDRANT #10 HYD. w/AUX. VALVE 11'-6" DIP CL. 52 8" x 6" TEE TNH. EL.=971.5 HYDRANT #9 HYD. w/AUX. VALVE 11'-6" DIP CL. 52 8" x 6" TEE TNH. EL.=969.6 HYDRANT #8 HYD. w/AUX. VALVE 11'-6" DIP CL. 52 8" x 6" TEE TNH. EL.=966.9 CONNECT TO WM WETTAP EXISTING 16" WATERMAIN 8"X16" SADDLE 8"X8" TEE 8"X8" TEE LEGEND SANITARY SEWER SERVICE WYE LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ PROPERTY LINE ALL SERVICES TO BE EXTENDED 15' INTO PROPERTY. DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER - INSTALL RISER AT PROPERTY LINE WYE = X+XX B A ALL SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. ALL SERVICES TO BE 4" PVC SCHEDULE 40 SERVICE PIPE. ALL SANITARY SEWER DROP MANHOLES TO BE CONSTRUCTED WITH OUTSIDE DROPS. ALL WATERMAIN FITTINGS SHALL BE EPOXY COATED, MADE IN U.S.A OR CANADA. HYDRANTS TO BE INSTALLED 3.5' BEHIND BACK OF CURB. ALL SANITARY SEWER TO BE TELEVISED. GENERAL NOTES EV E R G L A D E P A T H (S E E S H E E T 4) 19 3 R D S T W (S E E S H E E T 3) 8" PVC PLUG 8" PVC PLUG AAA A A A A A TEMPORARY TURNAROUND EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE PHASE SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 A A A B Pa g e 2 8 o f 5 1 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151617181920 21 2223 2425 26 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 6A 3 1 2 3 4 5 6 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 1 3 WA T WA T CBMH-252 CB-249 CBMH-251 STMH-250 CBMH-258 CBMH-248 CBMH-247 CBMH-246 CB-245 CBMH-244 CBMH-243 CBMH-203 CBMH-202 CBMH-204 CBMH-234 CB-206 CBMH-242 CBMH-235 CB-236 CBMH-237 CBMH-239 CBMH-238 Storm Stub-26 CB-241 CBMH-240 Storm Stub-30 STMH-201 36" FES-200 15.8 CU YD CLASS III RIPRAP IE=930.00 CO-6 CO-7 CO-8 CO-9 CO-10 CO-11 R47' R30' EO F 40 . 8 EO F 44 . 0 EO F 43 . 0 EO F 30 . 0 EO F 40 . 8 EO F 40 . 8 CO-36 CO-38 CO-41 CO-40 CB-59 CB-247A 920 930 940 950 960 970 980 990 1000 920 930 940 950 960 970 980 990 1000 01234567891011121314 -2.00% -4.55% 0.60% PV I S T A = 0 + 0 0 . 0 0 PV I E L E V = 9 6 4 . 1 8 L.P ELEV = 940.08 L.P. STA = 6+76.71 PVI STA = 6+00.00 PVI ELEV = 939.55 A.D. = 5.15% K = 38.82 200.00' VC PV C = 5 + 0 0 . 0 0 EL E V = 9 4 4 . 1 0 PV T = 7 + 0 0 . 0 0 EL E V = 9 4 0 . 1 5 L.P ELEV = 944.08 L.P. STA = 13+55.00 PVI STA = 14+00.00 PVI ELEV = 944.35 A.D. = 0.61% K = 146.73 90.00' VC PV C = 1 3 + 5 5 . 0 0 EL E V = 9 4 4 . 0 8 H.P ELEV = 962.98 H.P. STA = 0+60.00 PVI STA = 1+05.00 PVI ELEV = 962.08 A.D. = -2.55% K = 35.27 90.00' VC PV C = 0 + 6 0 . 0 0 EL E V = 9 6 2 . 9 8 PV T = 1 + 5 0 . 0 0 EL E V = 9 6 0 . 0 3 96 4 . 1 8 96 3 . 1 8 96 1 . 9 5 96 0 . 0 3 95 7 . 7 6 95 5 . 4 8 95 3 . 2 0 95 0 . 9 3 94 8 . 6 5 94 6 . 3 8 94 4 . 1 0 94 2 . 1 5 94 0 . 8 4 94 0 . 1 7 94 0 . 1 5 94 0 . 4 5 94 0 . 7 5 94 1 . 0 5 94 1 . 3 5 94 1 . 6 5 94 1 . 9 5 94 2 . 2 5 94 2 . 5 5 94 2 . 8 5 94 3 . 1 5 94 3 . 4 5 94 3 . 7 5 94 4 . 0 5 94 4 . 4 2 35 LF-24" RCP CL 3 @ 0.32% CBMH-202 STA: 13+47 RE=943.60 IE 15" (NE) = 935.49 IE 24" (N) = 935.97 IE 27" (S) =934.69 IE 6" DT=940.60 DEPTH=8.9 190 LF-27" RCP CL 3 @ 0.26% CBMH-234 STA: 11+57 RE=942.47 IE 30" (S) = 931.05 IE 27" (N) = 934.19 IE 36" (W) =930.65 IE 6" DT=939.47 DEPTH=14.82 SUMP=927.65 247 LF-30" RCP CL 3 @ 0.24% CBMH-235 STA: 9+12 RE=940.99 IE 30" (S) = 931.64 IE 12" (E) = 936.86 IE 30" (N) =931.64 IE 6" DT=937.99 DEPTH=9.4 150 LF-30" RCP CL 3 @ 0.21% CBMH-237 STA: 7+60 RE=940.08 IE 30" (S) = 931.96 IE 30" (N) =931.96 IE 6" DT=937.08 DEPTH=8.1 80 LF-30" RCP CL 3 @ 0.21% CBMH-238 STA: 6+78 RE=939.65 IE 21" (S) = 935.18 IE 18" (SE) = 932.93 IE 30" (N) =932.13 IE 6" DT=936.65 DEPTH=7.5 110 LF-21" RCP CL 5 @ 1.30% CBMH-242 STA: 5+70 RE=941.10 IE 21" (S) = 936.61 IE 21" (N) =936.61 IE 6" DT=938.10 DEPTH=4.5 108 LF-21" RCP CL 5 @ 2.25% CBMH-243 STA: 4+68 RE=945.14 IE 21" (SE) = 940.64 IE 21" (N) =939.04 IE 6" DT=942.14 DEPTH=6.1 106 LF-21" RCP CL 5 @ 2.25% CBMH-244 STA: 3+67 RE=949.72 IE 21" (SE) = 945.21 IE 12" (NE) = 945.83 IE 21" (NW) =943.02 IE 6" DT=946.72 DEPTH=6.7 102 LF-21" RCP CL 5 @ 2.31% CBMH-246 STA: 2+71 RE=954.12 IE 21" (E) = 947.56 IE 21" (NW) =947.56 IE 6" DT=951.12 DEPTH=6.6 113 LF-21" RCP CL 5 @ 1.74% CBMH-247 STA: 1+62 RE=959.05 IE 21" (E) = 954.57 IE 12" (S) = 950.12 IE 21" (W) =949.52 IE 6" DT=956.05 DEPTH=9.5 120 LF-21" RCP CL 5 @ 1.75% CBMH-248 STA: 0+42 RE=962.90 IE 21" (NE) = 956.67 IE 12" (SE) = 959.18 IE 21" (W) =956.67 IE 6" DT=959.90 DEPTH=6.2 STM STUB-26 IE=936.08 CB-236 STA: 9+12 RE=940.99 IE 12" (W) =937.00 IE 6" DT=937.99 DEPTH=4.0 28 LF-12" RCP CL 5 @ 0.50% CBMH-235 CB-245 STA: 3+62 RE=949.97 IE 12" (SW) =945.97 IE 6" DT=946.97 DEPTH=4.0 29 LF-12" RCP CL 5 @ 0.49% CBMH-244 CBMH-247CB-247A RE=954.60 IE=12" (N) 950.60 DEPTH=4.0 96 LF-12" RCP CL 5 @ 0.50% N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 6 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB MOUNTABLE CONC, CURB & GUTTER (TYP.) (SEE DETAIL SHEET 14) DRAIN TILE (TYP.) (SEE DETAIL SHEET 15) ADJUST G.V. CASTING (TYP.) ADJUST MANHOLE CASTING (TYP.) PED. RAMP (TYP.) 60 ' RO W 28 ' F- F EVERGLADE PATH EVERFIEL D A V E N U E (SEE SHE E T 7) PR O F I L E B 2 (S E E S H E E T 8) PR O F I L E B (S E E S H E E T 8) PROFI L E C (SEE S H E E T 8) PROFILE D (SEE SHEE T 9) PR O F I L E E (S E E S H E E T 9) 5' CONCRETE SIDEWALK (TYP.) 0.5' INSIDE PROPERTY LINE (TYP.) TEMPORARY BITUMINOUS TURNAROUND INLET EROSION CONTROL (SEE DETAIL SHEET 17) 27" BULKHEAD END CURB AND GUTTER END SIDEWALK INSTALL FUTURE THRU STREET BARRICADE (SEE DETAIL SHEET 14) COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. STOP R1-1 36"x36" SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 (SEE SECTION, SHEET 14) 20' R (FOC) Pa g e 2 9 o f 5 1 14 15 16 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 202122 2324 2526 27288910 5 6 5A 5 4A 5 0123456789101112131415 0 1 2 0 1 3 4 20 2 TT S SA N WA T WA T WA T WA T WA T WA T WA T T T HH HH ST CS CS FOE E WA T S 96 9 . 8 4 CBMH-228 CBMH-229 CBMH-231CBMH-230 CBMH-255 CBMH-254 CB-227 CB-256 CBMH-226 CBMH-225 CB-260 CBMH-252 CB-253 CB-249 CBMH-251 STMH-250 CBMH-258 CB-259A CBMH-248 CBMH-259 CBMH-247 CBMH-204Storm Stub-30 R47 ' R 3 0 ' CBMH-231A EO F 69 . 3 EO F 66 . 0 EO F 68 . 6 EO F 64 . 9 EO F 64 . 3 CO-45 CO-44 CO-52 CO-50 CB-247A 930 940 950 960 970 980 990 1000 1010 930 940 950 960 970 980 990 1000 1010 0123456789101112131414 -1.90%1.00% -2.00% -1.80% PV I S T A = 0 + 0 0 . 0 0 PV I E L E V = 9 6 9 . 9 6 L.P ELEV = 964.14 L.P. STA = 3+41.54 PVI STA = 3+24.53 PVI ELEV = 963.78 A.D. = 2.90% K = 37.98 110.00' VC PV C = 2 + 6 9 . 5 3 EL E V = 9 6 4 . 8 2 PV T = 3 + 7 9 . 5 3 EL E V = 9 6 4 . 3 3 L.P ELEV = 964.70 L.P. STA = 14+95.00 PVI STA = 14+50.00 PVI ELEV = 965.24 A.D. = 0.60% K = 150.41 90.00' VC PV C = 1 4 + 0 5 . 0 0 EL E V = 9 6 6 . 0 5 H.P ELEV = 971.21 H.P. STA = 10+85.74 PVI STA = 11+00.00 PVI ELEV = 971.53 A.D. = -2.80% K = 35.74 100.00' VC PV C = 1 0 + 5 0 . 0 0 EL E V = 9 7 1 . 0 3 PV T = 1 1 + 5 0 . 0 0 EL E V = 9 7 0 . 6 4 96 9 . 9 6 96 8 . 9 8 96 8 . 0 4 96 7 . 0 9 96 6 . 1 4 96 5 . 1 9 96 4 . 3 7 96 4 . 1 5 96 4 . 5 3 96 5 . 0 3 96 5 . 5 3 96 6 . 0 3 96 6 . 5 3 96 7 . 0 3 96 7 . 5 3 96 8 . 0 3 96 8 . 5 3 96 9 . 0 3 96 9 . 5 3 97 0 . 0 3 97 0 . 5 3 97 1 . 0 3 97 1 . 1 8 97 0 . 6 4 96 9 . 7 4 96 8 . 8 4 96 7 . 9 4 96 7 . 0 4 96 6 . 1 4 96 5 . 3 1 CBMH-225 STA: 13+09 RE=967.31 IE 12" (E) = 963.28 IE 12" (S) =963.28 IE 6" DT=964.31 DEPTH=4.0 263 LF-12" RCP CL 5 @ 0.50% CBMH-228 STA: 10+46 RE=970.52 IE 12" (N) = 961.96 IE 12" (E) =961.96 IE 6" DT=967.52 DEPTH=8.6 CBMH-254 STA: 8+02 RE=968.08 IE 12" (E) = 962.80 IE 15" (N) = 960.39 IE 15" (S) =960.39 IE 6" DT=965.08 DEPTH=7.7 329 LF-15" RCP CL 5 @ 0.65% CBMH-252 STA: 4+73 RE=964.80 IE 15" (N) = 958.25 IE 12" (E) = 960.64 IE 18" (S) =958.05 IE 6" DT=961.80 DEPTH=6.8 106 LF-18" RCP CL 5 @ 0.44% CBMH-251 STA: 3+67 RE=963.76 IE 18" (N) = 957.58 IE 18" (S) =957.58 IE 6" DT=960.76 DEPTH=6.2 25 LF-18" RCP CL 5 @ 0.47% STMH-250 STA: 3+42 RE=963.72 IE 18" (N) = 957.46 IE 12" (E) = 957.43 IE 21" (SW) =956.83 DEPTH=6.9 CB-249 STA: 2+82 RE=964.14 IE 12" (NW) =960.14 IE 6" DT=961.14 DEPTH=4.0 CBMH-231A STA: 9+37 RE=969.43 IE 15" (NE) = 960.86 IE 15" (S) =960.86 IE 6" DT=966.43 DEPTH=8.6 135 LF-15" RCP CL 5 @ 0.35% CB-249 39 LF-12" RCP CL 5 @ 2.47%CBMH-248 STA: 0+42 RE=962.90 IE 21" (NE) = 956.67 IE 12" (SE) = 959.18 IE 21" (W) =956.67 IE 6" DT=959.90 DEPTH=6.2 41 LF-21" RCP CL 5 @ 0.39% STMH-250 CB-253 STA: 4+73 RE=964.79 IE 12" (W) =960.80 IE 6" DT=961.79 DEPTH=4.0 32 LF-12" RCP CL 5 @ 0.50% CBMH-252CBMH-228 33 LF-12" RCP CL 5 @ 0.48% CBMH-229 STA: 10+37 RE=970.43 IE 12" (W) = 961.80 IE 12" (SE) =961.80 IE 6" DT=967.43 DEPTH=8.6 37 LF-12" RCP CL 5 @ 0.51% CBMH-230 STA: 0+43 RE=970.10 IE 12" (NW) = 961.61 IE 12" (S) =961.61 IE 6" DT=967.10 DEPTH=8.5 CBMH-231A 66 LF-15" RCP CL 5 @ 0.36% 42 LF-12" RCP CL 5 @ 0.74% CBMH-231 STA: 0+43 RE=970.10 IE 12" (N) = 961.30 IE 15" (SW) =961.10 IE 6" DT=967.10 DEPTH=9.0 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 7 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EVERFIELD AVENUE EV E R G L A D E P A T H (S E E S H E E T 6) 19 3 R D S T W (S E E S H E E T 8) PR O F I L E F (S E E S H E E T 9) PR O F I L E G (S E E S H E E T 10 ) PROFILE H (SEE SHEET 10) PROFILE H (SEE SHEET 10) PR O F I L E I (S E E S H E E T 10 ) CO U N T Y R O A D N O . 6 4 ( 1 9 5 T H S T R E E T W E S T ) (S E E S H E E T 12 ) ADJUST MANHOLE CASTING (TYP.)MOUNTABLE CONC. CURB & GUTTER (TYP) (SEE DETAIL SHEET 14) 5' CONCRETE SIDEWALK (TYP.) 0.5' INSIDE PROPERTY LINE (TYP.) DRAIN TILE (TYP) (SEE DETAIL SHEET15) PED. RAMP (TYP.) 60 ' RO W 32 ' B- B COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. TEMPORARY BITUMINOUS TURNAROUND INSTALL FUTURE THRU STREET BARRICADE (SEE DETAIL SHEET 14) INLET EROSION CONTROL (SEE DETAIL SHEET17) END CURB AND GUTTER END SIDEWALK (SEE SECTION, SHEET 14) 20' R (FOC) Pa g e 3 0 o f 5 1 3 4 1 2 21 22 23 24 25 26 9 10 11 12 0 1 2 3 4 TT S SAN SAN E WAT WAT S 969.84 CBMH-228 CBMH-229 CBMH-231 CBMH-230 CBMH-254 CB-206 CBMH-231A CO-44 CO-52 Street 05 - 193rd St W 950 960 970 980 990 1000 1010 950 960 970 980 990 1000 1010 0 1 2 2 0.60%-2.40% PV I S T A = 0 + 0 0 . 0 0 PV I E L E V = 9 7 0 . 4 2 PVI STA = 1+96.67 PVI ELEV = 970.20 H.P ELEV = 971.10 H.P. STA = 1+22.99 PVI STA = 1+50.00 PVI ELEV = 971.32 A.D. = -3.00% K = 29.98 90.00' VC PV C = 1 + 0 5 . 0 0 EL E V = 9 7 1 . 0 5 PV T = 1 + 9 5 . 0 0 EL E V = 9 7 0 . 2 4 97 0 . 4 2 97 0 . 7 2 97 1 . 0 2 97 0 . 9 8 CBMH-230 5 6 7 1 2 26 27 28 8 1 2 3 1 2 5A 6A 12 13 14 1 3 CBMH-203 CBMH-202 CBMH-204 CBMH-234 CB-206 Storm Stub-26 Storm Stub-30 STMH-201 36" FES-200 15.8 CU YD CLASS III RIPRAP IE=930.00 R 4 7 ' R 3 0 ' EOF 44.0 200-204 920 930 940 950 920 930 940 950 0 1 2 3 CBMH-202 STA: 13+47 RE=943.60 IE 15" (NE) = 935.49 IE 24" (N) = 935.97 IE 27" (S) =934.69 IE 6" DT=940.60 DEPTH=8.9 35 LF-15" RCP CL 5 @ 0.42% CBMH-203 STA: 13+68 RE=943.74 IE 15" (E) = 935.64 IE 15" (SW) =935.64 IE 6" DT=940.74 DEPTH=8.1 136 LF-15" RCP CL 5 @ 0.35% CBMH-204 STA: 2+72 RE=942.10 IE 12" (S) = 936.32 IE 12" (N) = 938.39 IE 15" (W) =936.12 DEPTH=6.0 5 6 7 1 2 3 4 24 2526 272889 5A 11 12 13 14 3 CBMH-203 CBMH-202 CBMH-204 CB-206 Storm Stub-26 Storm Stub-30 R47' R30 ' EO F 44 . 0 EO F 43 . 0 CO-36 CO-38 920 930 940 950 920 930 940 950 0 1 2 3 4 5 STM STUB-30 IE=938.93 77 LF-12" RCP CL 5 @ 0.70% CBMH-204 STA: 13+68 RE=942.10 IE 12" (S) = 936.32 IE 12" (N) = 938.39 IE 15" (W) =936.12 DEPTH=6.0 197 LF-12" RCP CL 5 @ 0.50% CB-206 RE=941.30 IE=6" (S) 938.30 IE=12" (N) 937.30 DEPTH=4.0 CO-36 RE=942.86 IE=6" (N) 939.86 DEPTH=3.0 77 LF-6" PVC @ 2.0 2 % 925 930 935 940 945 925 930 935 940 945 0 1 2 3 34 LF-36" RCP CL 3 @ 0.30% 36" FES-200 IE=930.00 STMH-201 RE=935.40 IE=36" (E) 930.10 IE=36" (W) 930.10 DEPTH=5.3 150 LF-36" RCP CL 3 @ 0.37% CBMH-234 STA: 11+57 RE=942.47 IE 30" (S) = 931.05 IE 27" (N) = 934.19 IE 36" (W) =930.65 IE 6" DT=939.47 DEPTH=14.82 SUMP=927.65 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 8 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES 193RD STREET WEST PROFILE B PROFILE C EV E R F I E L D A V E N U E (S E E S H E E T 7) EV E R G L A D E P A T H (S E E S H E E T 6) EVERGLAD E P A T H (SEE SHEET 6) MOUNTABLE CONC. CURB & GUTTER (TYP) (SEE DETAIL SHEET 14) 80 ' RO W 42 ' F- F ADJUST G.V. CASTING (TYP) 8'BITUMNOUS TRAIL 0.5' INSIDE PROPERTY LINE (SEE DETAIL SHEET 14) (TYP) 6" CLEANOUT TYP INLET EROSION CONTROL (SEE DETAIL SHEET 17)DRAIN TILE (TYP) SEE DETAIL SHEET15) INLET EROSION CONTROL (SEE DETAIL SHEET 17) SAWCUT EX. BITUMINOUS MATCH GRADE INLET EROSION CONTROL (SEE DETAIL SHEET17) COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. 12" BULKHEAD R1 - 1 36 " x 3 6 " ST O P PROFILE B2 SEE SHEET 7 PROFILE B2 Pa g e 3 1 o f 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 202122 2324 2526 2 3 4 56 7 891011 3 CBMH-228 CBMH-252 CB-245 CBMH-243 CB-206 CBMH-235 CB-236 CBMH-237 CBMH-239 CBMH-238 CB-241 CBMH-240 EO F 40 . 8 EO F 43 . 0 EO F 40 . 8 EO F 40 . 8 CO-36 CO-38 CO-41 CO-40 15 16 1 2 3 425 26 27 28 8 9 4A 11 12 13 14 4 CBMH-229 CB-227 CBMH-226CBMH-225 R 4 7 ' R30' EOF 68.6 CO-45 CO-44 241-240 920 930 940 950 920 930 940 950 0 1 2 3 4 5 6 7 CB-241 RE=938.50 IE=6" (N) 935.50 IE=12" (S) 935.25 DEPTH=3.3 226 LF-12" RCP CL 5 @ 0.46% CBMH-240 RE=937.90 IE=12" (N) 934.20 IE=6" (S) 934.90 IE=15" (W) 934.03 DEPTH=3.9 CO-38 RE=942.74 IE=6" (S) 939.74 DEPTH=3.0 208 LF-6" PVC @ 2 . 0 4 % CO-40 RE=946.86 IE=6" (N) 943.86 DEPTH=3.0 70 LF- 6 " P V C @ 8 . 3 3 % CO-41 RE=941.00 IE=6" (S) 938.00 IE=6" (N) 938.00 DEPTH=3.0 69 LF-6" P V C @ 4.48% 238-240 920 930 940 950 920 930 940 950 0 1 2 3 4 CBMH-238 STA: 6+78 RE=939.65 IE 21" (S) = 935.18 IE 18" (SE) = 932.93 IE 30" (N) =932.13 IE 6" DT=936.65 DEPTH=7.5 29 LF-18" RCP CL 5 @ 0.27% CBMH-239 STA: 6+69 RE=939.66 IE 15" (E) = 933.21 IE 18" (NW) =933.01 IE 6" DT=936.66 DEPTH=6.6 182 LF-15" RCP CL 5 @ 0.45% CBMH-240 STA: 3+11 RE=937.90 IE 12" (N) = 934.20 IE 6" (S) = 934.90 IE 15" (W) =934.03 IE 6" DT=934.90 DEPTH=3.9 225-227 950 960 970 980 950 960 970 980 0 1 2 3 4 5 CBMH-225 STA: 13+09 RE=967.31 IE 12" (E) = 963.28 IE 12" (S) =963.28 IE 6" DT=964.31 DEPTH=4.0 32 LF-12" RCP CL 5 @ 0.49% CBMH-226 STA: 13+04 RE=967.40 IE 12" (E) = 963.44 IE 12" (W) =963.44 IE 6" DT=964.40 DEPTH=4.0 113 LF-12" RCP CL 5 @ 0.50% CB-227 RE=968.00 IE=6" (S) 965.00 IE=12" (W) 964.00 DEPTH=4.0 67 LF-6" PVC @ 1.78% CO-45 RE=969.69 IE=6" (S) 966.19 IE=6" (N) 966.19 DEPTH=3.5 128 LF-6" PVC @ 2 . 4 9 % CO-44 RE=972.39 IE=6" (N) 969.39 DEPTH=3.0 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 9 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES PROFILE D PROFILE E PROFILE F EV E R F I E L D A V E N U E (S E E S H E E T 7) EVERGLADE PATH (SEE SHEET 6 ) 6" DRAINTILE (TYP) (SEE DETAIL SHEET 15) 6" CLEANOUT (TYP.) 6" DRAINTILE (TYP) (SEE DETAIL SHEET 15) 6" CLEANOUT (TYP.) COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. INLET EROSION CONTROL (SEE DETAIL SHEET17) INLET EROSION CONTROL (SEE DETAIL SHEET 17) Pa g e 3 2 o f 5 1 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 18 19 202122 2324 5 6 5 5 012345678910 0 1 2 0 1 20 2 S SA N WA T WA T WA T WA T WA T WA T WA T T T ST CS CS FOE WA T WA T S 96 9 . 8 4 CBMH-231 CBMH-255 CBMH-254 CB-256 CB-260 CBMH-252 CB-253 CB-249 CBMH-251 STMH-250 CBMH-258 CB-259A CBMH-248 CBMH-259 CBMH-231A EO F 69 . 3 EO F 66 . 0 EO F 64 . 9 EO F 64 . 3 CO-52 CO-50 950 960 970 980 950 960 970 980 12344 260-259A CBMH-254 STA: 8+02 RE=968.08 IE 12" (E) = 962.80 IE 15" (N) = 960.39 IE 15" (S) =960.39 DEPTH=7.7 32 LF-12" RCP CL 5 @ 0.50% CBMH-255 STA: 8+02 RE=968.08 IE 12" (E) = 962.96 IE 12" (W) =962.96 DEPTH=5.1 128 LF-12" RCP CL 5 @ 0.50% CB-256 RE=967.60 IE=6" (N) 964.60 IE=12" (W) 963.60 DEPTH=4.0 137 LF-6" PVC @ 2.51% CO-52 RE=971.04 IE=6" (S) 968.04 DEPTH=3.0 260-259A 940 950 960 970 980 940 950 960 970 980 0 1 2 3 4 5 6 7 8 CB-260 RE=965.20 IE=6" (N) 962.20 IE=12" (S) 961.20 DEPTH=4.0 197 LF-12" RCP CL 5 @ 1.10% CBMH-259 RE=962.56 IE=12" (N) 959.03 IE=12" (S) 958.40 IE=12" (W) 958.40 DEPTH=4.2 221 LF-12" RCP CL 5 @ 0.50% CB-259A RE=963.56 IE=12" (N) 959.50 DEPTH=4.1 196 LF-6" PVC @ 2 . 0 7 % CO-50 RE=969.26 IE=6" (S) 966.26 DEPTH=3.0 250-259 940 950 960 970 940 950 960 970 0 1 2 3 3 STMH-250 STA: 3+42 RE=963.72 IE 18" (N) = 957.46 IE 12" (E) = 957.43 IE 21" (SW) =956.83 DEPTH=6.9 33 LF-12" RCP CL 5 @ 0.83% CBMH-258 STA: 3+42 RE=963.67 IE 12" (E) = 957.70 IE 12" (W) =957.70 IE 6" DT=960.67 DEPTH=6.0 140 LF-12" RCP CL 5 @ 0.50%CBMH-259 RE=962.56 IE=12" (N) 959.03 IE=12" (S) 958.40 IE=12" (W) 958.40 DEPTH=4.2 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 10 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES PROFILE G PROFILE H PROFILE I EVERFIELD AVENUE (SEE SHEET 7) EV E R G L A D E P A T H (S E E S H E E T 6) 19 3 R D S T W (S E E S H E E T 8) CO U N T Y R O A D N O . 6 4 ( 1 9 5 T H S T R E E T W E S T ) (S E E S H E E T 12 ) 6" DRAINTILE (TYP) (SEE DETIAL SHEET 15)6"CLEANOUT (TYP) COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. INLET EROSION CONTROL (SEE DETAIL SHEET17) Pa g e 3 3 o f 5 1 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 136A 11 1 CBMH-243 CBMH-242 STMH-201 OCS-266 36" FES-200 15.8 CU YD CLASS III RIPRAP IE=930.00 FES-267 CO-5 CO-6 CO-7 CO-8 CO-9 CO-10 CO-11 CO-20 CO-21 CO-22 36" FES-265 15.8 CU YD CLASS III RIPRAP IE=926.00 EO F 30 . 0 EO F 34 . 2 EO F 40 . 8 CB-59 12" FES-61 4.4 CU YD CLASS III RIPRAP IE=931.78 267-265 910 920 930 940 910 920 930 940 0 1 2 2 36" FES-267 IE=930.00 29 LF-36" RCP CL 5 @ 0.00% OCS-266 STA: 1+29 RE=934.20 IE 36" (N) = 930.00 IE 36" (W) =926.16 IE 6" DT=926.16 DEPTH=8.0 59 LF-36" RCP CL 5 @ 0.27% 36" FES-265 IE=926.00 FILTRATION BASIN 2 W/FOREBAY BOT 928.5 OUTLET 930.0 DT IE=927.00 HWL 934.2 EOF 934.2 BERM 934.7 DT @0.2% IE=926.16 925 930 940 925 930 940 12 CB-59 RE=935.00 IE=12" (W) 932.00 DEPTH=3.0 44 LF-12" RCP CL 5 @ 0.50% 12" FES-61 IE=931.78 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S T 0 1 . D W G 19 11 PROJECT NUMBER: 0033754.00 FARMINGTON, MN © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STORM SEWER & STREET CONSTRUCTION PLAN17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 50' 10' CLJ DJW ALB RADIUS TO BE B618 CURB & GUTTER AS PER CITY DETAIL STR-02 (TYP.) ALL RCP SHALL BE CLASS III, UNLESS OTHERWISE NOTED. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES STORM SEWER CASTING SCHEDULE Structure RIM ELEVATIONNumberTypeDia. 5 CLEANOUT 6" 6 7 8 9 10 11 928.50 INVERT ELEVATION 20 21 22 CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" CLEANOUT 6" 928.50 927.00 927.00 927.00 927.00 926.64 926.61 926.47 926.43 926.39 926.35 6" PERFORATED DRAINTILE (TYP.) 36 LF 6" NON-PERFORATED DRAINTILE 6" IE=926.16 928.50 928.50 928.50 928.50 928.50 928.50 928.50 928.50 PROFILE J COMPACTION EFFORTS INSIDE YARD AREAS SHALL MEET SPECS CALLED FOR UNDER STREETS. EXCAVATION NOT TO EXCEED EASEMENT. CONTRACTOR TO SEED & MULCH ALL DISTURBED AREAS. 72" w/steps LAST REVISED: 07/01/22 ST09 OUTLET CONTROL STRUCTURE (OCS-226) A OUTLET 36" AA A MIN. 2 CU YARDS RIPRAP CLASS 3 #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING)HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" 5"6" SECTION A-AELEVATION PLAN PLAN 9" 8" TOP OF WEIR WALL EL. 934.2 IE=926.16 INLET 36" IE=930.0 RE=934.2 EL. 930.0 36" ORIFACE EL. 926.16 6" DRAINTILE PROFILE M Pa g e 3 4 o f 5 1 CS X X X X X XXXXXXXXXXXXX X X X X ST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO ST O T THHHH CS CS FO X X X X E E M XX X R3 - 7 R 30 x 3 0 RI G H T L A N E M U S T TU R N R I G H T 250 LF 4" LINE WHITE T.3 CB-31 CB 2x3-EX. 330A CONCRETE NOSE APPROACH PER MNDOT DETAIL 7113A PROPOSED STRIPING (TYP,) CONCRETE NOSE APPROACH PER MNDOT DETAIL 7113A B412 CONCRETE CURB & GUTTER 6" CONCRETE MEDIAN PROPOSED STRIPING (TYP,) 180'332'180'207' 250'50'180' 543' RELOCATE EXISTING "NO PARKING" SIGN FULL DEPTH SAWCUT & EX. BIT PAVEMENT REMOVAL FOR CONCRETE MEDIAN EXISTING BITUMINOUS TRAIL EXISTING CONCRETE CURB EXISTING BITUMINOUS TRAIL EXISTING CONCRETE CURB 30' RADIUS (TYP) PED. RAMP R4 - 7 24 " x 3 0 " R4 - 7 24 " x 3 0 " R6-1 36"x12" T.1 T.2 T.2 T.4 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ REMOVE 543 LF EXISTING CONCRETE CURB FULL DEPTH BIT SAWCUT MILL BIT PAVEMENT FULL DEPTH SAWCUT & REMOVE EX. BIT TRAIL. INSTALL 10' WIDE BIT. TRAIL 12" FES-57 4.4 CU YD CLASS III RIPRAP IE=932.00 EX.CB-650 EX. FES-651 REMOVE EX. 33 LF 12" RCP AND EX. 12" FES. CONNECT TO EX. CB-650 PROPOSED 8' WIDE BIT. TRAIL 950 960 970 980 950 960 970 980 0 1 2 CB-31 RE=968.12 IE=12" (S) 964.45 DEPTH=3.7 6 LF-12" RCP CL 5 @ 0.97% REMOVE EXISTING CB-330A 2'x3' RE=968.42 IE=12" (S) 964.39 DEPTH=4.0 AND CONNECT TO 12" RCP925 930 940 925 930 940 12 EX.CB-650 RE=939.05 IE=12" (NW) 935.48 IE=12" (NW) 935.48 DEPTH=3.6 EX. 33 LF-12" RCP CL 5 @ 0.03% 62 LF-12" RCP CL 5 @ 5.61% 12" FES-57 IE=932.00 EX. FES-651 IE=935.47 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 . 0 0 C - S T 0 2 . D W G 19 12 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ DJW ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE STREET IMPROVEMENTS 195TH STREET WEST17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' 0'50'100'150' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . T.10 Pavement Marking Legend REFERENCE DESCRIPTION COLOR T.1 SYMBOL RIGHT ARROW WHITE T.2 SYMBOL 6" SOLID YELLOW T.3 SYMBOL 24" SOLID STOP BAR WHITE T.4 LINE 4" SOLID WHITE Signage Key Notes FURNISH & INSTALL SIGNING/PAVEMENT & MARKING/LIGHTING NOTES: 1.ALL SIGNS MUST MEET MnMUTCD. 2.ALL SIGN SHEETING TO BE HIGH INTENSITY DIAMOND GRADE DG3. 3.SIGN POSTS ON 195th STREET WEST, MnDOT 3401 SPEC, 3.0 lbs/FT. 4.CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING STREET SIGNS. 5.SIGN PANELS: SIGN PANELS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE MnDOT STANDARD SIGNS MANUAL, THE MINNESOTA TRAFFIC ENGINEERING MANUAL, THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MnMUTCD), AND MnDOT SPECIFICATIONS 2564 & 3352, AND AS APPROVED BY THE CITY OF FARMINGTON ENGINEERING DEPARTMENT. SIGN FACE MATERIAL SHALL BE REFLECTIVE SIGN SHEETING MEETING 3M DIAMOND GRADE DG3, OR APPROVED EQUAL. SIGN PANELS SHALL BE OF THE TYPE AND QUANTITIES AS SHOWN IN THE PLANS. 6.STREET NAME SIGNS: ALL STREET SIGN PANELS TO BE MANUFACTURED SHALL BE APPROVED BY THE CITY OF FARMINGTON ENGINEERING DEPARTMENT PRIOR TO FABRICATION. 7.POLY PREFORMED PAVEMENT MATERIAL SHALL BE USED FOR ALL PAVEMENT SYMBOLS. 8.PAVEMENT MARKINGS MUST BE EPOXY RESIN WITH DROP-ON GLASS BEADS PER THE CITY OF FARMINGTON ENGINEERING DEPARTMENT. 10.EPOXY RESIN. EPOXY RESIN FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION. 11.DROP-ON GLASS BEADS: DROP-ON GLASS BEADS FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION. 12. POLYMER PREFORMED MATERIAL: A. CROSSWALK AND STOP BAR PAVEMENT MARKINGS SHALL BE 3M STAMARK INTERSECTION GRADE TAPE, SERIES A420, OR APPROVED EQUAL. B. ALL OTHER PAVEMENT MARKING SYMBOLS SHALL BE 3M STAMARK HIGH PERFORMANCE PAVEMENT MARKING TAPE, SERIES 380, OR APPROVED EQUAL. 13.ALL STREET SIGNS & POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF FARMINGTON DETAIL PLATE GEN-10. LONGER STREET SIGN TO BE PLACED ON THE BOTTOM. IF STREET SIGN PLATES ARE THE SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. 14.ALL STRIPING ON CITY STREETS SHALL BE PAINT. 60' CL RIGHT TURN LANE / CONCRETE MEDIAN TYPICAL SECTION R/W 6" STRIPPED TOPSOIL TOPSOIL BORROW (2574-PLACED AS DIRECTED BY THE ENGINEER) EXISTING ROAD COUNTY ROAD NO. 64 (195TH STREET WEST) 2.0% CL 12' R1-1 36"x36"STOP TURN LANE NOTE: CONTRACTOR TO SUBMIT TEMPORARY TRAFFIC CONTROL PLAN PER "MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD MANUAL" DATED JANUARY 2018 TO ENGINEER AND CITY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11/10/23 11/10/23 2" BIT. WEAR COURSE (SPWEB340C) TACK COAT (2357) 2" BIT. WEAR COURSE (SPWEB340C) TACK COAT (2357) 3" BIT. NONWEAR COURSE (SPNWEB330B) 11" AGGREGATE BASE CLASS 5 (2211) 24" SELECT GRANULAR BACKFILL 2.0% 12' THRU LANE VARIES SHOULDER OR RIGHT TURN VARIES 12' THRU LANE 8' SHOULDER R/W EX. BIT TRAIL 14' RIGHT TURN LANE WESTBOUND EASTBOUND REMOVE EXISTING CONCRETE CURB AND GUTTER B418 CONCRETE CURB AND GUTTER 2' FULL DEPTH SAWCUT MILL EXISTING BITUMINOUS PAVEMENT 1:1 H/ V B412 CONCRETE CURB AND GUTTER (TYP.) 8' 6" CONC. 14' THRU LANE 14' THRU LANE WESTBOUND EASTBOUNDMEDIAN 2.0% R3-2 24"x24" PROFILE KPROFILE L Pa g e 3 5 o f 5 1 3 4 01 EV E R F I E L D A V E N U E EVERGLADE PATH 963.80 963.18 2. 0 % 964.16 963.18 2.0% 963.49 4 . 2 % 9 10 0 1 969.84 EV E R F I E L D A V E N U E 970.52 193RD STREET WEST 1 . 0 % 970.22 1.7% 970.22 969.69 0 1 T THHHH ST CS CS FOE EV E R F I E L D A V E N U E COUNTY ROAD NO. 64 (195TH STREET WEST) 2.0 % 969.28 968.40 968.54 EX. 969.55 968.12 EX. 966.67 EX. 969.43 968.27 EX. 968.42 EX. 968.27 969.02 2.2% 1. 8 % N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 . 0 0 C - I N T 0 1 . D W G 19 13 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ DJW ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE INTERSECTION DETAILS 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 20' 0'20'40'60' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 LEGEND GUTTER ELEVATION TOP OF CURB ELEVATION FLOW DIRECTION FLOW LINE BACK OF CURB STORM SEWER 900.00 900.00 0.00% EXISTING PROPOSED TC 900.00 BACK OF CURB LANDING AREA - MINIMUM AND MAXIMUM 2.0% SLOPE IN ALL DIRECTIONS TRUNCATED DOMES Pa g e 3 6 o f 5 1 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - D T 0 1 . D W G 19 14 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ CLJ ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE DETAILS 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 50' 5' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 Pa g e 3 7 o f 5 1 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - D T 0 1 . D W G 19 15 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ CLJ ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE DETAILS 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 50' 5' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 Pa g e 3 8 o f 5 1 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - D T 0 1 . D W G 19 16 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ CLJ ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE DETAILS 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 50' 5' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 Pa g e 3 9 o f 5 1 N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - D T 0 1 . D W G 19 17 PROJECT NUMBER: 0033754.00 FARMINGTON, MN CLJ CLJ ALB © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE DETAILS 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 41527 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 50' 5' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . .11/10/23 11/10/23 Pa g e 4 0 o f 5 1 11 12 13 14 15 16 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 8 9 10 11 12 13 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 5A 6A 1 5 4A 3 1 5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 1 2 3 012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OUTLOT A 2 OUTLOT B 1 3 4 TT S S CSS SAN SA N SA N STOSTOSTOSTOSTOSTOSTO ST O ST O ST O WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WATWAT TTHHHH ST CS CS FOE S E M E WAT N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - S P 0 1 . D W G 19 18 PROJECT NUMBER: 0033754.00 FARMINGTON, MN 11/10/23 © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE SIGNAGE PLAN 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 4152711/10/23 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 0'100'200'300' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . CLJ CLJ DW STOP R1-1 36"x36" R1-1 36"x36" STOP INSTALL FUTURE THRU STREET BARRICADE (SEE DETAIL SHEET 14) INSTALL FUTURE THRU STREET BARRICADE (SEE DETAIL SHEET 14) REMOVE EXISTING BARRICADE R1-1 36"x36" STOPR3-2 24"x24" LEGEND SIGN (SINGLE POST) EXISTING PROPOSED SIGN (DOUBLE POST) SEE SHEET 12 FOR 195TH STREET SIGNAGE IMPROVEMENTS Pa g e 4 1 o f 5 1 11 12 13 14 15 16 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 8 9 10 11 12 13 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 5A 6A 1 5 4A 3 1 5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 1 2 3 012 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OUTLOT A 2 OUTLOT B 1 3 4 TT S S CSS SAN SA N SA N STOSTOSTOSTOSTOSTOSTO ST O ST O ST O WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WATWAT TTHHHH ST CS CS FOE S E M E WAT N: \ 0 0 3 3 7 5 4 . 0 0 \ D W G \ C I V I L \ F I N A L C O N S T R U C T I O N P H A S E 1 \ 0 0 3 3 7 5 4 C - L P 0 1 . D W G 19 19 PROJECT NUMBER: 0033754.00 FARMINGTON, MN 11/10/23 © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . MEADOWVIEW PRESERVE LIGHTING PLAN 17305 CEDAR AVE S. #200 LAKEVILLE, MN 55044 ME A D O W V I E W R E S E R V E 07/01/22 4152711/10/23 RYAN BLUHM SUMMERGATE DEVELOPMENT INC. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 0'100'200'300' 1 07/27/22 02/02/23 . . . CITY COMMENTS REVISED QUANTITY TAKEOFF . . . CLJ CLJ DW LIGHT POLE (TYP) LEGEND POST TOP LIGHT SEE DETAIL SHEET 17 EXISTING LIGHT POLE MAST ARM LIGHT MAST ARM (TYP) Pa g e 4 2 o f 5 1 1 CITY OF FARMINGTON PLANNED UNIT DEVELOPMENT AGREEMENT FOR MEADOWVIEW PRESERVE AGREEMENT dated , 20 , by and between the CITY OF FARMINGTON, a Minnesota municipal corporation (referred to herein as “City”), and SUMMERGATE DEVELOPMENT, LLC, a Minnesota limited liability company (referred to herein as “Developer”). RECITALS A.Developer owns property situated in the County of Dakota, State of Minnesota and legally described in Exhibit A (referred to herein as “Subject Property”). (referred to herein as “Subject Property). B.Developer has asked the City to approve a planned unit development for the Subject Property (also referred to in this Agreement as the “PUD”). C.Developer has requested and been approved to have the Subject Property rezoned to R-1 Planned Unit Development. NOW, THEREFORE, the parties agree as follows: Page 43 of 51 2 1. Conditions of Approval. The City hereby approves a rezoning of the Subject Property to R-1 PUD subject to the conditions set forth in this Agreement, on condition that the Developer enters into this Agreement. 2. Effect of Planned Unit Development Approval. For four (4) years from the date of this Agreement, no amendments to the City’s Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the development unless required by state or federal law or agreed to in writing by the City and Developer. Thereafter, notwithstanding anything in this document to the contrary, subject to nonconforming use rights the City may require compliance with any amendments to the City’s Comprehensive Plan, Zoning Ordinance, official controls, platting or dedication requirements enacted after the date of this document. 3. Plans. The City grants approval to the development of the PUD in accordance with the following plans which are on file at Farmington City Hall. The plans are not attached hereto. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A – Preliminary Plat – Meadowview Preserve 4. Zoning. Except as otherwise modified by this Agreement, the land use, design and other requirements and standards of the R-1 zoning district shall apply to the Subject Property with the following exceptions: •Reduced lot size to a minimum of 8,119 square feet. •Reduce lot width to a minimum of 60 feet. 5. Compliance with Permit and Licenses. It is the responsibility of the Developer to obtain and comply with all necessary approvals, permits, and licenses from Page 44 of 51 3 the City of Farmington, Dakota County, Minnesota Pollution Control Agency, Minnesota Department of Health, and any other regulatory agency affected by or having jurisdiction over the Subject Property. All costs incurred to obtain said approvals, permits, and licenses shall be the responsibility of the Developer. 6. Compliance with Laws and Regulations. Developer represents to the City that the proposed development complies with all applicable City, County, Metropolitan, State, and Federal laws and regulations, including but not limited to the Farmington City Code, planned unit development ordinance, subdivision ordinances, zoning ordinances, and environmental regulations in effect during the course of this development or Agreement, and agrees to comply with such laws and regulations. 7. Enforcement. Developer shall reimburse the City costs incurred in the enforcement of this Agreement, including reasonable engineering and attorney’s fees. Developer shall pay in full all bills submitted to it by the City within sixty (60) days after receipt. Bills not paid within sixty (60) days shall be subject to an eight percent (8%) per annum interest charge. 8. Miscellaneous. A. Breach of any material term of this Agreement by Developer shall be grounds for denial of building permits. B. If any material portion, section, subsection, sentence, clause, paragraph, or phrase of this Planned Unit Development Agreement is for any reason held invalid as a result of a challenge brought by Developer, their agents or assigns, the City may, at its option, declare the entire Agreement null and void and approval of the final planned unit development shall thereby be revoked. Page 45 of 51 4 C. The action or inaction of any party shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by written resolution of the City Council. The City’s failure to promptly take legal action to enforce this Agreement after expiration of time in which work is to be completed shall not be a waiver or release. D. This Agreement shall run with the land and shall be recorded in the Dakota County Recorder’s office. E. This Agreement shall be binding upon the parties, their heirs, successors, or assigns, as the case may be. F. Third parties shall have no recourse against the City under this Agreement. G. Except as otherwise specified herein, Developer shall pay all costs incurred by them or the City in conjunction with the development of the PUD, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with the preparation of this Agreement. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. Page 46 of 51 5 9. Notices. Required notices to Developer shall be in writing, and shall be either hand-delivered to Developer, its employees or agents, or mailed to Casey Wollschlager Summergate Development, LLC by registered mail at the following address: 17305 Cedar Avenue, Suite 200 Lakeville, MN 55044. Notices to the City shall be in writing and shall be either hand-delivered to the City Administrator, or mailed to the City by registered mail in care of the City Administrator at the following address: Farmington City Hall, 430 Third Street, Farmington, Minnesota 55024. CITY OF FARMINGTON By: Joshua Hoyt, Mayor And Lynn Gorski, City Administrator Summergate Development, LLC By: Casey Wollschlager Its Chief Operating Officer STATE OF MINNESOTA ) ( ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of , 20 , by Joshua Hoyt and Lynn Gorski, the Mayor and City Administrator of the City of Farmington, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public Page 47 of 51 6 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20 , by , the of Summergate Development, LLC a Minnesota limited liability company. Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Farmington 430 Third Street Farmington, MN 55024 (651) 280-6800 Page 48 of 51 7 EXHIBIT A – Legal Description That part of the Northwest Quarter of Section 23, Township 114, Range 20, Dakota County, Minnesota, lying easterly of the following described line: Commencing at the northeast corner of said Northwest Quarter; thence South 89 degrees 45 minutes 26 seconds West, assumed bearing along the north line of said Northwest Quarter, a distance of 1008.04 feet to the point of beginning of the line to be described; thence South 03 degrees 32 minutes 01 seconds East, a distance of 356.54 feet; thence South 14 degrees 07 minutes 48 seconds East, a distance of 688.79 feet; thence South 04 degrees 39 minutes 15 seconds East, a distance of 114.12 feet; thence South 22 degrees 38 minutes 54 seconds West, a distance of 137.54 feet; thence South 15 degrees 12 minutes 06 seconds West, a distance of 676.57 feet; thence South 28 degrees 45 minutes 44 seconds West, a distance of 811.52 feet to the south line of said Northwest Quarter and said line there terminating. AND Outlot B, TROYHILL 3RD ADDITION, Dakota County, Minnesota Page 49 of 51 PLANNING COMMISSION AGENDA MEMO To: Planning Commission From: Tony Wippler, Planning Manager Department: Planning Commission Subject: 2024 Meeting Calendar Meeting: Planning Commission - Jan 09 2024 INTRODUCTION: Attached, for the Commission's information is the 2024 calendar for meeting dates. All regular meetings in 2024, with the exception of the August regular meeting, will be held on the second Tuesday of each month. The August regular meeting will be held on Wednesday, August 14th due to the state primary election. DISCUSSION: Not applicable BUDGET IMPACT: Not applicable ACTION REQUESTED: None, this is provided for informational purposes only. ATTACHMENTS: 2024 Meetings Calendar Page 50 of 51 MON TUE WED THU FRI MON TUE WED THU FRI MON TUE WED THU FRI 12345 12 1 8 9 10 11 12 56789 45678 15 16 17 18 19 12 13 14 15 16 11 12 13 14 15 22 23 24 25 26 19 20 21 22 23 18 19 20 21 22 29 30 31 26 27 28 29 25 26 27 28 29 MON TUE WED THU FRI MON TUE WED THU FRI MON TUE WED THU FRI 12345 123 34567 89101112 678910 1011121314 15 16 17 18 19 13 14 15 16 17 17 18 19 20 21 22 23 24 25 26 20 21 22 23 24 24 25 26 27 28 29 30 27 28 29 30 31 MON TUE WED THU FRI MON TUE WED THU FRI MON TUE WED THU FRI 12345 12 23456 89101112 56789 910111213 15 16 17 18 19 12 13 14 15 16 16 17 18 19 20 22 23 24 25 26 19 20 21 22 23 23 24 25 26 27 29 30 31 26 27 28 29 30 30 MON TUE WED THU FRI MON TUE WED THU FRI MON TUE WED THU FRI 1234 1 23456 7891011 45678 910111213 14 15 16 17 18 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 18 19 20 21 22 23 24 25 26 27 28 29 30 31 25 26 27 28 29 30 31 City Holidays Work Session & Regular City Council Meetings; meet 1st Monday of month (Work Session 5 p.m.; Council 7 p.m.) EDA & Regular City Council Meetings; meet 3rd Monday of month (EDA 5 p.m.; Council 7 p.m.) (June EDA meeting moved to June 26) Parks and Recreation Commission; meets 2nd Wednesday of month at 7 p.m. Planning Commission; meet 2nd Tuesday of month at 7 p.m. Rambling River Center Advisory Board; meet 2nd Monday of month at 9:30 a.m., Rambling River Center Water Board; meet 4th Monday of month at 5 p.m. Pay Days Election Activities - Caucus Feb 27; Presidential Nomination Primary Mar 5; State Primary Aug 13; General Election Nov 5 (no local govt meetings allowed after 6 p.m.) Caucus Day: MN Stat. 202A.19 Public Meetings Prohibited After 6 p.m.; Election Day: MN Stat. 204C.03 Public Meetings Prohibited Between 6 p.m.-8 p.m. CITY OF FARMINGTON 2024 CITY CALENDAR OF MEETINGS AND IMPORTANT DATES MARCH JUNE SEPTEMBER OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY APRIL MAY JULY AUGUST Page 51 of 51