Loading...
10.c1 Rolling Acres 61 Final Plat - CC Packet1 | P a g e Date of Meeting: September 19, 2023 To: Honorable Mayor and Member of the City Council From: T.J. Hofer, Consultant City Planner Re: Final Plat for Rolling Acres 61 Applicant: Doug Shultz - Grandmoore Homes, Inc. Zoning: AG-C, OS-PUD, SM-O Owner: Larry and Kim Reese Future Land Use: Agricultural Core Location: PID 30.032.20.22.0004 Review Deadline September 24, 2023 The applicant is requesting approval for a final plat to subdivide a 61-acre parcel into a single- family residential development and preserved open space. The proposed subdivision would create seven lots for development and three outlots. Access to the subdivision would be via Keystone Avenue on a new road proposed as 198th Street North. The subdivision would be developed as an open space conservation development. The recently adopted Unified Development Code (UDC) permits these developments within the newly created OS-PUD overlay zone. 2 | P a g e BACKGROUND The City Council approved a rezoning for an OS-PUD (Ordinance 2023-02 and Resolution 2023-06) and a preliminary plat (Resolution 2023-05) at the January 17, 2023, City Council Meeting. . EVALUATION OF REQUEST Final Plat The applicant is requesting approval of a final plat seven-unit development. The final plat includes seven lots and two outlots. The proposed lots will be developed based on market demand. Outlot A will be placed in a conservation easement that will be with the Minnesota Board of Water and Soil Resources. Outlot B will remain in the ownership of the current owner and will continue to be farmed. Staff has included a condition that an easement be recorded for Outlot B for the preservation of agricultural land. Outlot C will be a stormwater pond and will be dedicated to the City. The final plat is consistent with the approved preliminary plat. Parkland Dedication Creation of new lots through the subdivision process triggers the parkland dedication requirements of the UDC (153.500.090 Subd. 5). This requirement calls for either 5% of the land in the subdivision to be dedicated to the city for parks, or a cash payment in lieu of land be paid to the city. The amount of cash to be paid in lieu of land dedication shall be based on the fair market value of the land to be subdivided at the time of final plat approval, multiplied by the percentage of land required to be dedicated. If cash in lieu is pursued, the following options are listed in the UDC: 1. The City and the developer may agree as to the fair market value; or 2. The fair market value may be based upon a current appraisal submitted to the City by the subdivider at the subdivider’s expense. The appraisal shall be made by appraisers who are approved members of the SREA or MAI, or equivalent real estate appraisal societies. 3. If the City disputes such appraisal the City may, at the subdivider’s expense, obtain an appraisal of the property by a qualified real estate appraiser, which appraisal shall be conclusive evidence of the fair market value of the land. 4. The developer may pay a cash fee of $3,000 for each residential unit created as the presumptive fair market value of the land for which cash is paid. 5. Cash and Land Combination. The City, upon consideration of a particular development, may require that a lesser parcel of land should be dedicated due to particular features of the development. In such cases, a cash contribution shall be required in addition to or in 3 | P a g e lieu of the land dedication in order to ensure that the development contributes to the park system in rough proportion to its impact. Land within an OS-PUD cannot be used to meet the requirements for Parkland Dedication unless dedicated as public open space. Staff recommends that the City require cash-in-lieu of land at the rate of $3,000 for each residential unit, for a total of $21,000. Review Comments The submittal was sent to city staff and other regulatory agencies for review and comment. Washington County Washington County noted they had been in contact with the applicant and that an access permit would be required. Washington County also noted that a 2023 Septic Permit Application needed to be submitted. Engineering Department The City Engineer has completed a review of the submitted documents and revisions have been completed by the applicant. The City Engineer raised a question about street lighting on the site. The City Council should discuss the potential need for street lighting at the intersection of Keystone Avenue North and 198th Street North. Comfort Lake Forest Lake Watershed District At the time of writing this staff report, CLFLWD had not provided any comments. Minnesota Department of Transportation At the time of writing this staff report, MNDOT had not provided any comments. Minnesota Department of Health - Wells At the time of writing this staff report, MDH had not provided any comments. Public Works Department The Public Works Director had no comment. Fire Department The Fire Chief had no comment. Staff Analysis Staff finds that the proposed plan is generally consistent with the Comprehensive Plan, UDC, preliminary plat, and OS-PUD. Staff has reviewed the plan for consistency with the applicant 4 | P a g e standards outlined in the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance. Staff noted in the staff report the outstanding issues that must be addressed and has included conditions in the attached draft resolutions to address these issues. The City Council may modify these conditions. COUNCIL ACTION The City Council can do one of the following: 1. Approve, with or without conditions 2. Deny, with findings 3. Table the request for further review/study STAFF RECOMMENDATION Staff recommends that the City Council approve of the request for a final plat for a major subdivision known as “Rolling Acres 61”. The following conditions of approval are recommended: 1. The applicant is permitted to create seven lots and three outlots, as shown on the plans submitted to the City and reviewed with this request. 2. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution No. 2023-05 Rolling Acres approving the preliminary plat b. Ordinance No. 2023-02 Amending the Zoning Map for PID 30.032.20.22.0004 to OS-PUD c. Resolution No. 2023-06 Rolling Acres approving finding of fact for rezone 3. The applicant shall comply with the comments provided by the City Engineer dated, August 25, 2023, including but not limited to: a. If an access road to Outlot B is constructed in the future and results in filling of the Eastern Low Area basin, grading revisions will be required to maintain adequate stormwater treatment volume for the entirety of the plat. b. Street lighting shall meet the requirements of the Development Code and a street lighting plan shall be submitted if required by the City. 4. An easement shall be recorded against Outlot B for the preservation of agricultural use. 5. All easement documents, including conservation easements, must be reviewed by the City Attorney before any building permit can be issued for the site. 5 | P a g e 6. Outlot C shall be dedicated to the City. 7. The applicant shall acquire any required permits from the Comfort Lake Forest Lake Watershed District and comply with their requirements. 8. The applicant/developer shall provide the City a fee in lieu of park dedication as required by Section 153.500.090 Subd. 5 to be paid prior to recording of the final plat. 9. The applicant shall secure any other applicable federal, state, county, and local permits required for the project. 10. A development agreement shall be executed between the City and the Developer with the Final Plat. 11. The applicant shall pay all fees and escrows associated with this application. Attachments A. Resolution 09-19-23-07 Rolling Acres Final Plat B. Resolution 2023-05 Preliminary Plat C. Ordinance 2023-02 Rezoning to OS-PUD D. Resolution 2023-06 Finding of Facts for Ordinance 2023-02 E. Engineer’s Letter dated August 28, 2023 F. Zoning Map of the Subject Property G. 2040 Future Land Use Map H. Application I. Final Plat CITY OF SCANDIA, MINNESOTA RESOLUTION NO. 09-19-23-07 APPROVING A FINAL PLAT FOR “ROLLING ACRES 61” LOCATED AT PARCEL ID 30.032.20.22.0004 WHEREAS, Grandemoore Homes, Inc (the “applicant”), on behalf and with consent of the property owners Larry and Kim Reese, has requested approval for a Final Plat to be known as “ROLLING ACRES 61”, located at Parcel ID 30.032.20.22.0004 and described as follows: See Attachment A; and WHEREAS, the City Council reviewed the request at the September 19, 2023, meeting; and WHEREAS, the City Council for the City of Scandia has reviewed the proposed Final Plat for consistency with the conditions as identified in Resolution No. 2023-05 granting Preliminary Plat and Ordinance No. 2023-02 rezoning to OS-PUD; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that the Scandia City Council hereby approves the request for final plat, subject to the following conditions: 1. The applicant is permitted to create seven lots and three outlots, as shown on the plans submitted to the City and reviewed with this request. 2. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution No. 2023-05 Rolling Acres approving the preliminary plat b. Ordinance No. 2023-02 Amending the Zoning Map for PID 30.032.20.22.0004 to OS-PUD c. Resolution No. 2023-06 Rolling Acres approving finding of fact for rezone 3. The applicant shall comply with the comments provided by the City Engineer dated, August 25, 2023, including but not limited to: a. If an access road to Outlot B is constructed in the future and results in filling of the Eastern Low Area basin, grading revisions will be required to maintain adequate stormwater treatment volume for the entirety of the plat. b. Street lighting shall meet the requirements of the Development Code and a street lighting plan shall be submitted if required by the City. 4. An easement shall be recorded against Outlot B for the preservation of agricultural use. 5. All easement documents, including conservation easements, must be reviewed by the City Attorney before any building permit can be issued for the site. 6. Outlot C shall be dedicated to the City. 7. The applicant shall acquire any required permits from the Comfort Lake Forest Lake Watershed District and comply with their requirements. 8. The applicant/developer shall provide the City a fee in lieu of park dedication as required by Section 153.500.090 Subd. 5 to be paid prior to recording of the final plat. 9. The applicant shall secure any other applicable federal, state, county, and local permits required for the project. 10. A development agreement shall be executed between the City and the Developer with the Final Plat. 11. The applicant shall pay all fees and escrows associated with this application. Whereupon, said Resolution is hereby declared adopted on this 19th day of September 2023. Christine Maefsky, Mayor ATTEST: Kyle Morell, City Administrator Attachment A PID: 24.032.20.34.0008 THAT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30 AND THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 19, ALL IN TOWNSHIP 32 NORTH, RANGE 20 WEST, WASHINGTON COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION30; THENCE ON AN AZIMUTH FROM NORTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ORIENTED TO THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD 83, ALONG THE WEST LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 699 86 FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED; THENCE CONTINUING ON AN AZIMUTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ALONG SAID WEST LINE, A DISTANCE OF 602.00 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 89 DEGREES 50 MINUTES 19 SECONDS, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 2032.36 FEET TO ITS INTERSECTION WITH THE WEST LINE OF THE EAST 934.00 FEET OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 01 DEGREES 42 MINUTES 32 SECONDS, ALONG THE WEST LINE OF SAID EAST 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 934.50 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 269 DEGREES 50 MINUTES 19 SECONDS, A DISTANCE OF 253.37 FEET; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, A DISTANCE OF 1087.52 FEET TO THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, PHEASANT HILLS, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, WASHINGTON COUNTY, MINNESOTA; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, ALONG THE WEST LINE OF SAID LOT 1, BLOCK 1 OF SAID PLAT, A DISTANCE OF 267.24 FEET; THENCE ON AN AZIMUTH OF 224 DEGREES 23 MINUTES 02 SECONDS A DISTANCE OF 2365.72 FEET; THENCE ON AN AZIMUTH OF 269 DEGREES 54 MINUTES 33 SECONDS A DISTANCE OF 200.65 FEET TO THE POINT OF BEGINNING. RECORDS OF WASHINGTON COUNTY, MINNESOTA. CITY OF SCANDIA, MINNESOTA RESOLUTION NO. 2023-05 APPROVING PRELIMINARY PLAT FOR A MAJOR SUBDIVISION FOR "ROLLING ACRES 61" LOCATED AT PARCEL ID 30.032.20.22.0004 WHEREAS, Grandemoore Homes, Inc (the "applicant"), on behalf and with consent of the property owners Larry and Kim Reese, has requested approval for a Preliminary Plat for a Major Subdivision to be known as "ROLLING ACRES 61", located at Parcel ID 30.032.20.22.0004 and described as follows: See Attachment A; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 6, 2022, and recommended that the City Council approve the request with conditions; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that the Scandia City Council hereby approves the request for preliminary plat, subject to the following conditions: 1. The applicant is permitted to create seven lots and two outlots, as shown on the plans submitted to the City and reviewed with this request. 2. The parcel shall be rezoned to the OS -PUD special district. 3. The development shall adhere to the requirements and dimensional standards of the OS -PUD section of the UDC. 4. The required number of trees will be reduced from 35 trees to 31 trees in accordance with 153.400.060 Subd. 2 (D)(III). 5. Outlot B shall be deeded to the City before building permits can be issued. 6. The proposed road shall adhere to city requirements. 7. The applicant shall comply with the comments provided by the City Engineer. 8. All easement documents, including conservation easements, must be reviewed by the City Attorney before Final Plat approval. 9. The applicant shall acquire any required permits from the Comfort Lake Forest Lake Watershed District and comply with their requirements. 10. The applicant shall secure any other applicable Federal, State, County, and local permits required for the project. 11. A development agreement shall be executed between the City and the Developer with the Final Plat. 12. The applicant shall pay all fees and escrows associated with this application. Whereupon, said Resolution is hereby declared adopted on this 0th day of January 2023. Ou-istine Maefsky, Mayor ATTEST: Anne Hurlburt, City Administrator Attachment A THAT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30 AND THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 19, ALL IN TOWNSHIP 32 NORTH, RANGE 20 WEST, WASHINGTON COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION30; THENCE ON AN AZIMUTH FROM NORTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ORIENTED TO THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD 83, ALONG THE WEST LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 699 86 FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED; THENCE CONTINUING ON AN AZIMUTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ALONG SAID WEST LINE, A DISTANCE OF 602.00 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 89 DEGREES 50 MINUTES 19 SECONDS, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 2032.36 FEET TO ITS INTERSECTION WITH THE WEST LINE OF THE EAST 934.00 FEET OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 01 DEGREES 42 MINUTES 32 SECONDS, ALONG THE WEST LINE OF SAID EAST 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 934.50 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 269 DEGREES 50 MINUTES 19 SECONDS, A DISTANCE OF 253.37 FEET; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, A DISTANCE OF 1087.52 FEET TO THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, PHEASANT HILLS, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, WASHINGTON COUNTY, MINNESOTA; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, ALONG THE WEST LINE OF SAID LOT 1, BLOCK 1 OF SAID PLAT, A DISTANCE OF 267.24 FEET; THENCE ON AN AZIMUTH OF 224 DEGREES 23 MINUTES 02 SECONDS A DISTANCE OF 2365.72 FEET; THENCE ON AN AZIMUTH OF 269 DEGREES 54 MINUTES 33 SECONDS A DISTANCE OF 200.65 FEET TO THE POINT OF BEGINNING. RECORDS OF WASHINGTON COUNTY, MINNESOTA. CITY OF SCANDIA ORDINANCE NO.2023-02 AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP TO REZONE THE PROPERTY WITH PID 30.032.20.22.0004 FROM AGRICULTURAL CORE (AG-C) TO OPEN SPACE CONSERVATION PLANNED UNIT DEVELOPMENT (OS-PUD) The City Council of the City of Scandia, Washington County, Minnesota hereby ordains: Section 1. Amendment. The official Zoning Map, as adopted in 153.200.020 Subd. 1 of the Unified Development Code of the City of Scandia is hereby amended to change the designation of the following described property from Agricultural Core (AG-C) to Open Space Conservation Planned Unit Development (OS-PUD): See Attachment A; and Section 2: Effective Date. This ordinance shall be effective upon its passage and summary publication according to law. Passed and adopted by the City Council of the City of Scandia this 1th day of January, 2023. m' Christine aefsky, Mer A ATTEST: Anne Hurlburt, City Administrator ATTACHMENT A THAT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30 AND THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 19, ALL IN TOWNSHIP 32 NORTH, RANGE 20 WEST, WASHINGTON COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION30; THENCE ON AN AZIMUTH FROM NORTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ORIENTED TO THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD 83, ALONG THE WEST LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 699 86 FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED; THENCE CONTINUING ON AN AZIMUTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ALONG SAID WEST LINE, A DISTANCE OF 602.00 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 89 DEGREES 50 MINUTES 19 SECONDS, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 2032.36 FEET TO ITS INTERSECTION WITH THE WEST LINE OF THE EAST 934.00 FEET OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 01 DEGREES 42 MINUTES 32 SECONDS, ALONG THE WEST LINE OF SAID EAST 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 934.50 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 269 DEGREES 50 MINUTES 19 SECONDS, A DISTANCE OF 253.37 FEET; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, A DISTANCE OF 1087.52 FEET TO THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, PHEASANT HILLS, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, WASHINGTON COUNTY, MINNESOTA; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, ALONG THE WEST LINE OF SAID LOT 1, BLOCK I OF SAID PLAT, A DISTANCE OF 267.24 FEET; THENCE ON AN AZIMUTH OF 224 DEGREES 23 MINUTES 02 SECONDS A DISTANCE OF 2365.72 FEET; THENCE ON AN AZIMUTH OF 269 DEGREES 54 MINUTES 33 SECONDS A DISTANCE OF 200.65 FEET TO THE POINT OF BEGINNING. RECORDS OF WASHINGTON COUNTY, MINNESOTA. Affidavit of Publication THE COUNTRY MESSENGER STATE OF MINNESOTA ss. COUNTY OF WASHINGTON Eric Buelow being duly sworn, on oath says that he is the publisher or authorized agent and em- ployee of the publisher of the newspaper known as The Country Messenger, and has full knowledge CITY OF SCANDIA of the facts which are stated below: ORDINANCE NO.2023-02 A) The newspaper has complied with all of the requirements constituting qualification as a quali- AN ORDINANCE AMENDING fied newspaper, as provided by Minnesota Statute 331.A.02,331A.07, and other applicable laws, THE OFFICIAL ZONING MAP TO REZONE THE PROPERTY WITH as amended. PID 30.032.20.22.0004 FROM AGRICULTURAL CORE (AG-C) TO B) The printed ORDINANCE 2023-02 OPEN SPACE CONSERVATION PLANNED UNIT DEVELOPMENTCITYOFSCANDIAOS-PUD) which is attached, was cut from the columns of said newspaper, and was printed and published The City Council of the City of Scan - one week on Wednesday, the 18th of January, 2023, and printed below is a copy of the lower case dire Washington County, Minnesota hereby ordains: alphabet from A to Z, both inclusive, which is hereby acknowledged as being the size and kind of Section 1. Amendment. The of- ficial Zoning Map; as adopted in type used in the composition and publication of the notice: 153200.020 Subd. 1 of the Uni- fied Development Code of the City abcdefghijklmnopgrstuvwxyz j of S.candir is hereby amended to f_ change 16a designation of the tol- By: lowing described property from Agricultural Core (AG-C) to Open Space Conservation Planned Unit Development (OS-PUD): Subscribed_ and sworn before me on this 18th of January, 2023. Property ID: 30.032.20.22.0004, Washington County, Section 2: Effective Date. This or- . 3 dinance shall be effective upon its passage and summary publication Notary Public according to law. Passed and adopted by the City Council of the City of Scandia this 17th day of January, 2023, JANELL LARSON Christine Maefsky, Mayor 1 Notary Public -Minnesota10CARRIE j ATTEST: My Commlwlon Expires Jan 31, 2026 Anne Hurlburt, City Administrator CITY Ct- 8CWD1A Published in,ye Country Messe%r January 25, 200. CITY OF SCANDIA, MINNESOTA RESOLUTION NO. 2023-06 APPROVING FINDINGS OF FACT FOR REZONING FOR THE PROPERTY LOCATED AT PARCEL ID 30.032.20.22.0004 WHEREAS, Grandemoore Homes, Inc (the "applicant"), has requested approval to rezone 61.02 acres legally described as follows: See Attachment A; and WHEREAS, the Planning Commission reviewed the request at a duly noticed Public Hearing on December 6, 2022, and recommended that the City Council approve the request with conditions; WHEREAS, the City Council has adopted an Ordinance 2023-02 rezoning the affected parcels from Agricultural Core (AG -C) to Open Space Planned Unit Development (OS -PUD); NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that it should and hereby does support the request for the reclassification of the property, based on the following findings and conditions: The site is identified as Agricultural Core in the future land use map, which corresponds to the AG -C zoning district. The future land use section of the comprehensive plan notes that the areas within this designation are meant to preserve and protect farmlands in the city. As an OS -PUD, portions of the site will be placed within a conservation easement and remain undeveloped natural areas or agricultural land. The PUD is not in conflict with the Comprehensive Plan. 2. The purpose of the OS -PUD zone is to allow for more flexibility and greater density than the Base Zoning District and conventional subdivision process. The proposal would create seven developable lots and preserve 40.74 as natural open space and agricultural farmland. 3. The proposed development is for seven lots that will be developed with single-family homes. There are no plans for future development and the project will not be dependent on fixture development. 4. The PUD will not create excessive burden on parks, schools, or streets. The development will create a greater demand on the City with Outlot B being deeded to the City. Staff does not consider this an excessive burden. City maintenance of the stormwater areas will be discussed in future budget discussions. The City will determine how funds will be used for necessary repairs, maintenance, and long-term reconstruction projects with the additional drainage facilities that will be owned and maintained by the City. 5. The proposed development will not adversely impact neighboring properties. 6. The PUD does not have currently have a builder associated with the entire development so building design is unknown. The site design is typical of other subdivisions within the City. The PUD will enhance what is currently vacant land. Strict application of the UDC would limit the number of lots on the property and could possibly result in less land being preserved as open space or maintained as farmland. The PUD will bring greater benefit than the Base Zoning District would allow. Whereupon, said Resolution is hereby declared adopted on this 1-7 th day of January 2023. Christine Maefshy, Mayor ATTEST: Anne Hurlburt, City Administrator Attachment A THAT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30 AND THAT PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 19, ALL IN TOWNSHIP 32 NORTH, RANGE 20 WEST, WASHINGTON COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION30; THENCE ON AN AZIMUTH FROM NORTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ORIENTED TO THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD 83, ALONG THE WEST LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 699 86 FEET TO THE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED; THENCE CONTINUING ON AN AZIMUTH OF 179 DEGREES 54 MINUTES 19 SECONDS, ALONG SAID WEST LINE, A DISTANCE OF 602.00 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 89 DEGREES 50 MINUTES 19 SECONDS, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 2032.36 FEET TO ITS INTERSECTION WITH THE WEST LINE OF THE EAST 934.00 FEET OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF O1 DEGREES 42 MINUTES 32 SECONDS, ALONG THE WEST LINE OF SAID EAST 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30, A DISTANCE OF 934.50 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 934.00 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 30; THENCE ON AN AZIMUTH OF 269 DEGREES 50 MINUTES 19 SECONDS, A DISTANCE OF 253.37 FEET; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, A DISTANCE OF 1087.52 FEET TO THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, PHEASANT HILLS, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, WASHINGTON COUNTY, MINNESOTA; THENCE ON AN AZIMUTH OF 02 DEGREES 00 MINUTES 39 SECONDS, ALONG THE WEST LINE OF SAID LOT 1, BLOCK 1 OF SAID PLAT, A DISTANCE OF 267.24 FEET; THENCE ON AN AZIMUTH OF 224 DEGREES 23 MINUTES 02 SECONDS A DISTANCE OF 2365.72 FEET; THENCE ON AN AZIMUTH OF 269 DEGREES 54 MINUTES 33 SECONDS A DISTANCE OF 200.65 FEET TO THE POINT OF BEGINNING. RECORDS OF WASHINGTON COUNTY, MINNESOTA. 14727 209th St. N. PO Box 128, Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 http://www.ci.scandia.mn.us August 25, 2023 Brenda Eklund City Clerk 14727 209th Street N Scandia, MN 55073 RE: Rolling Acres 61 Final Plat Review #2 Dear Ms. Eklund, We have completed our review of the revised submittal for Rolling Acres 61 Final Plat received August 23, 2023, from the representatives of Grandemoore Homes, Inc. The following submitted documents were reviewed: · Final Plat – Rolling Acres 61, dated August 16, 2023, by Loucks Inc. · Construction Plans – Rolling Acres 61, dated August 23, 2023, by Loucks, Inc. containing 12 plan sheets including: Existing Conditions, Site Plan, Grading Plan, SWPPP Plan, Wetland Buffer Plan, Storm Sewer & Street Plan, Details, and Landscape Plan. · Stormwater Management Plan – Rolling Acres 61, dated August 23, 2023, by Loucks, Inc. All previous submittal comments in gray have been addressed. Comments in red are new. We provide the following comments for the proposed improvements: Preliminary Final Plat 1. Street connection, right of way, and any associated turn lanes at Keystone Avenue N (Co Rd 50) will need to be coordinated with, approved, and permitted by Washington County (refer to attached County preliminary plat comment letter for details). a. It is highly recommended to initiate coordination with Washington County early in design. Applicant Noted. b. County will be requiring 60’ right of way from centerline of Keystone Ave N (Co Rd 50), see grading plan comments related to Pond 1 grading. Applicant Noted. 2. Proposed street names shall be reviewed and approved by Washington County. Applicant Noted. 3. All conservation easements shall be shown on the plat and shall be reviewed and approved by the City Attorney. Applicant stated that a conservation easement application has been approved by BWSR and the City should receive notice of this. Applicant Noted. 14727 209th St. N. PO Box 128, Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 http://www.ci.scandia.mn.us 4. A 10’ wide drainage and utility easement shall be provided along the west and north sides of Lot 1, Block 1. 5. A 10’ wide drainage and utility easement shall be shown along the west and north sides of Outlot B along the right of way. 6. Outlot A access between Lot 4, Block 1 and Lot 1, Block 2 shall be increased to 60’ wide to allow for future access to Outlot A. This comment no longer applies. 7. A 30’ wide drainage and utility easement shall be provided between Lots 3 and 4, Block 1 (15’ wide on each lot) to provide access to proposed infiltration pond 2 (also see grading plan comments). 8. Verify drainage and utility easements are shown for all low areas, ponds, and wetlands up to the 100-yr High Water Level, including maintenance access benches. 9. Drainage and utility easements shall be shown over any drainage swales crossing multiple lots. a. Revise the easement on Lot 2, Block 2 to encompass the existing drainage swale with a minimum of 10’ easement on either side of the swale. b. We recommend revising the easement on Lot 2, Block 2 to encompass the entire lot area east of the existing drainage swale. 10. All non-typical drainage and utility easements shall be labeled on the plat. Preliminary Construction Plan Set Sheet C2-1: Site Plan (See attached additional plan comments) 11. Coordinate street connection details for 198th St N at Keystone Avenue N (Co Rd 50) with Washington County. Applicant Noted. 12. Update the “Septic Areas…” note in the lower right corner of the sheet to include the name and date of the review/report. Provide a copy of the report to the City. a. Soil and perc tests will need to be conducted to ensure proposed building sites are able to accommodate on-site septic systems that will allow for a primary and secondary drainfield location approved by Washington County Environmental. Sheet C3-1: Grading Plan 13. The project is located within the Comfort Lake-Forest Lake Watershed District and will require a permit. Plans shall be submitted to the watershed district for review and approval. a. It is highly recommended to initiate coordination with CLFLWD early in design. 14. Lots shall be graded to drain to adjacent drainage and utility easements. Drainage shall not flow directly onto an adjacent lot, unless an appropriate drainage and utility easement is provided. 15. Ensure ditch drainage is contained within the right of way and does not flow onto adjacent property, particularly along the south side of Lot 1, Block 1. 16. As noted in the preliminary plat comments, the County will be requiring a 60’ right of way on Keystone Ave N (Co Rd 50), revise grading of Pond 1, including maintenance bench, so it is located entirely within the revised Outlot B. Also revise grading as noted in the Stormwater Management Plan comments. 14727 209th St. N. PO Box 128, Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 http://www.ci.scandia.mn.us 17. As noted in the preliminary plat comments, revise the grading of the 30’ wide drainage and utility easement between Lots 3-4, Block 1 to provide a maximum of 10% longitudinal slope for the maintenance access to Infiltration Pond 2. 18. Site grading shall be revised for the eastern low area to include an access path with culvert to Outlot A and grading of the eastern low area north and south of the Outlot A access shall be revised as necessary to provide adequate treatment of stormwater. Revised comment below. a. As a condition of approval, we recommend including language in the development agreement stating: “If an access road to Outlot B is constructed in the future and results in filling of the Eastern Low Area basin, grading revisions will be required to maintain adequate stormwater treatment volume for the entirety of the plat.” 19. Provide soil borings for Infiltration Pond 2 to verify MPCA required separation to groundwater table of 3’ is achieved. If it is not, basin shall be redesigned/moved to achieve the required separation or replaced with a filtration feature. 20. A concrete outlet control structure shall be provided for Pond 1. 21. The outlet pipe for Pond 1 shall be Reinforced Concrete Pipe (RCP). 22. Rip rap shall be provided at all culvert outlets. Rip rap shall be Class 3, not Class 5. Show and label rip rap at outlets. a. Rip rap (or other proposed material) overflows shall be shown at the Eastern Low Area and Infiltration Pond 2 emergency overflow locations. 23. Proposed driveway grades shall be shown on the plan. 24. All emergency overflow elevations shall be noted on the plan. Locations have been shown, but elevations still need to be shown. 25. Label 100-yr High Water Level (HWL) for the southwest and east low areas and ensure drainage and utility easements encompass this elevation. 26. Plans shall include both plan and profile views of the storm sewer and street. 27. The septic field for Lot 3, Block 1 is proposed in an area with clayey fill down to approximately 4’ depth per Boring B-01, verify design of septic system can meet the requirements of Mn Rule Chapter 7080. 28. The proposed septic field for Lot 1, Block 2 is partially located within the 100-yr HWL of the eastern low area basin. It is recommended to revise grading to eliminate this or relocate the septic system outside of the 100-yr HWL area. Sheets C3-2 and C3-3: SWPPP Plan and Notes 29. Show proposed turf establishment methods, i.e. seed/disc anchored mulch, seed/EC blanket, etc. and culvert inlet protection. 30. Erosion control measures shall be implemented downslope from the disturbed areas for the proposed septic fields. 31. Note 29 on sheet C3-3 shall be updated to reflect “infiltration” basins. Sheet C4-1: Storm Sewer & Street Plan 32. The detail for typical rural street section shall be revised to show the 12” Select Granular Sub- base extending across the entire roadway, and a note added to extend the sand sub-base (or provide draintile) to the ditch at all low points. Class 2 shouldering, and Geotextile Fabric. 14727 209th St. N. PO Box 128, Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 http://www.ci.scandia.mn.us Sheet C8-1: Civil Details 33. Add a detail for a proposed concrete outlet control structure for Pond 1. a. See enclosed plan comments for City standard grate for OCS. b. Add a detail for Trash Guard for RCP Apron. Sheets L1-1 and L2-1: Landscape Plan and Details 34. Landscape plan shall meet the requirements of the Development Code and as determined by the City. Revised plans should be reviewed by the City. Trees shall be located outside of the front and side lot drainage and utility easements. Stormwater Management Plan 34a. Some odd oscillations that appear to include the peak were noted in the latest models. Review model configuration for unstable nodes and revise as necessary. Verify oscillations won’t affect peak rates or peak water surface elevations. Southwest Low Area (SWLA) 35. The project is proposing an increase in the 100-yr HWL of the SWLA. Proposed Pond 1 grading and fill in the existing low area shall be revised to match or reduce the existing 100-yr HWL elevation for this basin. 36. The SWLA is a closed basin with no outlet pipe. It is recommended to model the back-to-back 100-yr storm events. a. If roadway overtopping occurs, then expand the model to incorporate all areas that contribute to the closed basin. b. Report the back-to-back 100-yr HWL elevations in relation to the lowest existing and proposed structures within the closed basin. Stormwater Pond 1 37. Provide infiltrometer testing or additional soil borings for Pond 1 to ensure the NURP basin will be able to maintain a permanent pool. A liner may be required. a. A pond liner shall be added up to elevation 981.0 to eliminate infiltration and maintain the required permanent pool depth. b. Add specification language for the pond liner. Eastern Low Area (ELA) 38. As noted in the grading plan comments, additional grading of the eastern low area north and south of the Outlot A access shall be completed to provide adequate treatment of stormwater. 39. This basin should be designated as a stormwater basin, as it is contributing towards the water quality volume requirements and is being modelled as such. 40. A drainage and utility easement shall be provided which encompasses the 100-yr HWL of the basin. General Comments 41. This project will be responsible for development fees/permits as required by the City, Washington County, and Watershed District (CLFLWD). Applicant Noted. 42. Well systems will be permitted by the Minnesota Department of Health. Applicant Noted. 14727 209th St. N. PO Box 128, Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 http://www.ci.scandia.mn.us 43. Septic systems will be permitted by Washington County Environmental and shall fulfill all other state and local permit requirements. Applicant Noted. 44. All stormwater management facilities shall be owned and maintained by the City after final project completion and acceptance. Applicant Noted. 45. Developer shall anticipate having to execute a maintenance agreement as part of the Watershed’s permit requirements to fulfill the maintenance requirements for the stormwater management features. Applicant Noted. 46. The plans shall clearly identify removals necessary, specifically at the existing road connection. Full depth saw cut will be required at the connection. Applicant Noted. 47. Street lighting shall meet the requirements of the Development Code and a street lighting plan shall be submitted if required by the City. Applicant Noted. 48. The specifications for construction shall be submitted for review with final plans. a. Revise specifications as noted in the sections above (pond liner, CL 2 shouldering, etc.). 49. Site improvements shall be coordinated with the private utility owners. Conduit crossings for private utilities shall be shown on the construction plans. Applicant Noted. 50. A fully executed developer’s agreement must be in place prior to commencing work. Applicant Noted. 51. Developer shall provide proof of MPCA NPDES/SDS construction stormwater permit and CLFLWD permit approval prior to construction. Applicant Noted. 52. A preconstruction meeting is required to be held prior to any construction activity starting on site. The developer shall invite representatives from the City, Watershed and the private utility owners. Applicant Noted. 53. Monuments. All lot corner pipes or iron rods must be a minimum of one half (1/2) inch in diameter, 18 inches in length, and shall be inscribed with the registration number of the land surveyor performing the survey. Applicant Noted. 54. After final restoration and turf establishment reaches 70% coverage applicant shall request final inspection through the City of Scandia. Applicant Noted. 55. Revised documents shall be submitted for review and acceptance prior to any construction activity starting. Applicant Noted. 56. Please respond in writing as to how the above comments will be addressed. Please do not hesitate to contact me at 612-597-7140 with any questions or comments you may have regarding this memo. Sincerely, Ryan J. Goodman, P.E. City Engineer 75 2.3 © Bolton & Menk, Inc - Web GIS 0 Legend Map Name This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Scandia is not responsible for any inaccuracies herein contained. Disclaimer: 1/11/2023 9:51 PM 527 Feet City Limits Parcels (10/1/2022) Lot Lines Parks Shoreland Overlay Lakes Mining Overlay Saint Croix River District Zoning Agricultural Core Agricultural Preserves Rural Residential General Village Neighborhood Rural Commercial Rural Residential Neighborhood Village Historic Core Village Center Industrial Park PUD Overlay Scandia_2022.sid Red: Band_1 Green: Band_2 Blue: Band_3 m i n n e s o t a RL Ate' m 1IqmIp E: y n _ 95 4 kz/1 Mfg ii / Z"] / iii - 1 _ SCANDIA, MINNESOTA EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call SHEET INDEX CONSTRUCTION PLANS FOR: VICINITY MAP DEVELOPER BLAINE, MINNESOTA 55449 2201 107TH LANE NE GRANDEMOORE HOMES, INC. TEL: (763) 248-0099 DOUG SCHULTZ C0-1 C1-1, C1-2 C2-1 C3-1 C3-2 C3-3 C3-4 C4-1 C8-1 L1-1 L2-1 ROLLING ACRES 61 BENCHMARKS Cover sheet Existing conditions Site plan Grading plan SWPPP plan SWPPP notes Wetland buffer plan Storm sewer & street plan Civil details Landscape plan Landscape details LOCATION PROPOSED SITE CAST IRON MONUMENT LOCATED AT THE WEST QUARTER CORNER OF SECTION 30, TOWNSHIP 32, RANGE 20. ELEVATION = 991.35 FEET (NGVD29) SITE GRADING, STORM SEWER AND STREET IMPROVEMENTS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:6 PMW:\2022\22510\CADD DATA\CIVIL\_dwg Sheet Files\C0-1 COVER SHEETOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22510 TWM HW TWM 07/25/23 07/25/23 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN COVER SHEET C0-1 xxxx CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:8 PMW:\2022\22510\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 EXISTING CONDITIONSOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22510 TWM HW TWM 07/25/23 07/25/23 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN N SCALE IN FEET 0 120 240 MAPLE TREE (GEN) ASH LEGEND STORM SEWER SANITARY SEWER WATERMAINSET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE PINE DECIDUOUS TREE GUY WIRE ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE ROOF DRAIN TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. EXISTING CONDITIONS - OVERALL C1-1 DELINEATED WETLAND WETLANDS DELINEATED BY SEH, INC. DATED 09-23-22 SOIL BORING 80+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+90. 0 8 88GF 995.0 FBLO GF 996 . 0 FB GF 9 9 8. 5 FB GF 992.0 FBLO GF 996 . 5 FBLO GF 999.5FBLF 987.0 Lo 991.0 LF 988 . 0 Lo 996 . 0 LF 9 9 0. 5 Lo 9 9 8. 5 Lo 999.5LF 991.5GF 999.5 FB Lo 999.5 LF 991.5 LF 98 8. 5 Lo 992 . 5 LF 986.5 Lo 988.0 P PS P S P S P S P S P S NWL=981.0 HWL=983.5 BTM=976.0 S STORMWATER POND 1 INFILTRATION BENCH BTM=981.0 2.2%2.2%5.9%3.9% 5 . 5%2.9%5.3%24' R48' INFILTRATION POND 2 NWL=DRY HWL=961.3 EAST LOW AREA HWL=990.1 SW LOW AREA HWL=983.5 2' WIDE GRAVEL SHOULDER PRIMARY & SECONDARY SEPTIC CELLS BOUNDED WITH FLAGGING (TYP.) BITUMINOUS PAVEMENT SAWCUT & MATCH EXISTING BITUMINOUS PAVEMENT 24' 60' ROW R20' R20'EXISTING BITUMINOUS ROADSTREET NAME SIGN OVER STOP SIGN 75' MIN. R30' R30' REMOVE PORTION OF EXISTING FENCE N SCALE IN FEET 0 50 100 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:9 PMW:\2022\22510\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22510 TWM HW TWM 07/25/23 07/25/23 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND STORM SEWER SANITARY SEWER WATERMAIN SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. POSSIBLE HOUSE PAD W/ DRIVEWAY SITE PLAN C2-1 P S POSSIBLE PRIMARY & SECONDARY SEPTIC DRAINFIELD AREAS SEPTIC AREAS SHOWN ARE BASED UPON THE PRELIMINARY SITE REVIEW BY MIDWEST SEWER SERVICES. DATED 12-23-2022. FINAL SEPTIC AREAS SHALL BE VERIFIED FOR EACH INDIVIDUAL LOT UPON HOUSE CONSTRUCTION. LOT BLK BUILDABLE AREA 1.74 ac LOT & BUILDABLE AREAS SOIL TYPE BOUNDARY Brill silt loam B120 B155B Map Unit Symbol Map Unit Name Hydrologic Group Chetek sandy loam, 1 to 6 percent slopes A12D Emmert gravelly loamy coarse sand, 15 to 25 percent slopes SOILS CHART 1 LOT AREA 1 1.30 ac 2.43 ac21 2.22 ac 2.96 ac12 2.50 ac 3.35 ac22 2.17 ac 2.85 ac13 1.80 ac 1.98 ac23 1.79 ac 1.55 ac33 1.37 ac GRADED HOUSE PAD OUTLOT A OUTLOT B OUTLOT C 30.37 ac 10.01 ac 1.57 ac - - - 80+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+90. 0 8 996 996 986 994 984.89 984.59 986.50 991.00 993.50 997.50 996.50 1.6%2.4%1.8% 1.4% 1.4%88RIP RAP EOF=983.0 GF 995.0 FBLO GF 996 . 0 FB GF 9 9 8. 5 FB GF 992.0 FBLO GF 996 . 5 FBLO GF 999.5FBLF 987.0 Lo 991.0 LF 988 . 0 Lo 996 . 0 LF 9 9 0. 5 Lo 9 9 8. 5 Lo 999 .5LF 991.5 GF 999.5 FB Lo 999.5 LF 991.5 LF 988. 5 Lo 99 2. 5 LF 986.5 Lo 988.0 1.6% 984 988 988 990992992994 992 P PS P S P S P S P S P S 996.15 996.83 996.15 990NWL=981.0 HWL=983.5 BTM=976.0 984984 990 990992992 992994996990 994 986 994985.10 992961.0 997.0 10%994.5 S 982984984982981980982 984 981 984 982 9 8 1 981982981984984 981984982 984 982981 981 978 984988988 986986 984 982 981 980 978 976 9 7 6 9 7 8 980982STORMWATER POND 1 99 8 998998998 99899899 0 98 0 970968966964 9 6 2 970 96697 6 98 4 994962964 966960958962960960 INFILTRATION BENCH BTM=981.0 2.2%2.2%5.9%3.9% 5 .5%2.9%5.3%24' R48' OCS 201 RIM= 984.00 INV= 978.00 (15") NE INV=981.60 (15") SW 22 LF 15" RCP @ 2.73% FES 201 W/ T.G. INV=978.00 (15") SW FES 100 W/ T.G. INV= 981.00 (18") N 6.0 CY CL3 RIPRAP 82 LF 18" RCP @ 1.22% FES 200 W/ T.G. INV= 981.00 (15") NE 27 LF 15" RCP @ 0.00% FES 103 INV=982.50 (18") S FES 102 INV= 982.00 (18") N 66 LF 18" RCP @ 0.75% FES101 W/ T.G. INV=982.00 (18") S INFILTRATION POND 2 NWL=DRY HWL=961.3 5.0 CY CL3 RIPRAP 996996 996994996994EAST LOW AREA HWL=990.1 RIPRAP EOF 961.0 SW LOW AREA HWL=983.5 988.11 989.54 991.26 994.17 994.68 994.04 995.98 996.51 996.54 999.5 GRADE DITCH BOTTOM TO DRAIN SAVE TREES SAVE TREES GRADI N G LI MI T S/ SI L T F E N C E GRADI N G L I M I T S/ SI L T F E N C E GRADING LIMITS/SILT FENCEGRADIN G L I M I T S / S I L T F E N C E GRA D I N G GRADING LIMITS/SILT FENCE10' ACCESS10' ACCESS GRADE DITCH BOTTOM TO CULVERT INVERT LIMITS/SILT FENCE 10' ACCESS GRADING LIMITS/SILT FENCEGRADING LIMITS/SILT FENCEEOF= 984.1 EOF=990.4EOFN SCALE IN FEET 0 50 100 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:11 PMW:\2022\22510\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22510 TWM HW TWM 07/25/23 07/25/23 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN LEGEND STORM SEWER SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY UNDERGROUND FIBER OPTIC ELECTRIC METER GAS METER EXISTING PROPOSED 972 DRAINTILE 7BUILDING SETBACK LINE FENCE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES UNLESS OTHERWISE NOTED. 2.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 3.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 4.DUST MUST BE ADEQUATELY CONTROLLED. 5.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 6.A STREET SWEEPER MUST BE AVAILABLE WITHIN 4 HOURS UPON NOTICE FROM THE CITY THAT THE STREETS NEED TO BE SWEPT. 7.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 8.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 9.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 10.GRADES SHOWN ARE FINISHED GRADES. 11.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 12.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 13. WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 14.THE CONTRACTOR MAY NEED A CITY LICENSE. 15.A COUNTY HWY DEPT RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN COUNTY ROW. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING & DRAINAGE NOTES GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS POSSIBLE HOUSE PAD W/ DRIVEWAY GRADING PLAN C3-1 LOW FLOOR GF XXX.X FB LF XXX.X LO XXX.X GARAGE FLOOR LOT TYPE LOW OPENING TYPICAL PAD GRADED HOUSE PAD POSSIBLE PRIMARY/SECONDARY DRAIN FIELD. TO BE VERIFIED WITH HOUSE CONSTRUCTION 3+00 4+00 5+00 6+00 7+00 7+90. 0 8 GF 995.0 FBLO GF 996 . 0 FB GF 99 8. 5 FB GF 996. 5 FBLO GF 999.5FBLF 987.0 Lo 991.0 LF 988. 0 Lo 996 . 0 LF 99 0. 5 Lo 9 9 8. 5 Lo 999.5LF 991.5 GF 999.5 FB Lo 999.5 LF 991.5 LF 988 . 5 Lo 992 . 5 990992992994 992 PS P S P S P S S990990990992992992994990 994 994992961.0 997.0 10%994.5 98498898698299 8 99899899 8 99899899 0 98 0 9709689669649 6 2 970966 97 6 98 4 994962964 966960958962960960 2.2%2.2%5.9%3.9% 5 . 5%2.9%5.3%24' R48' INV= 981.00 (18") N 6.0 CY CL3 RIPRAP INFILTRATION POND 2 NWL=DRY HWL=961.3 996996 996994996994EAST LOW AREA HWL=990.1 RIPRAP EOF 961.0 988.11 989.54 991.26 994.17 994.68 994.04 995.98 996.51 996.54 999.5 WETLAND BUFFER (TYP.) WETLAND #3 WETLAND BUFFER (TYP.) 100' (TYP.) 100' (TYP.) WETLAND BUFFER (TYP.) 100' (TYP.) WETLAND #1 WETLAND #2 WETLAND #4 N SCALE IN FEET 0 100 200 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:14 PMW:\2022\22510\CADD DATA\CIVIL\_dwg Sheet Files\C3-4 WETLAND BUFFER PLANOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Todd W. McLouth - PE 20383 Project Lead Drawn By Checked By Loucks Project No.22510 TWM HW TWM 07/25/23 07/25/23 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN LEGEND STORM SEWER SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY UNDERGROUND FIBER OPTIC ELECTRIC METER GAS METER EXISTING PROPOSED 972 DRAINTILE 7BUILDING SETBACK LINE FENCE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. WETLAND BUFFER PLAN C3-4 WETLAND DELINEATED BY SEH, INC. DATED 09-23-2022 WETLAND BUFFER - 100' FOR 'PRESERVE' VALUE ASSESSMENT 888GF 995.0 FBLO GF 996 . 0 FB GF 9 9 8. 5 FB GF 992.0 FBLO GF 996. 5 FBLO GF 999.5FBLF 987.0 Lo 991.0 LF 988. 0 Lo 996 . 0 LF 990. 5 Lo 99 8.5Lo 999.5LF 991.5GF 999.5 FB Lo 999.5 LF 991.5 LF 988 . 5 Lo 992 . 5 LF 986.5 Lo 988.0 P PS P S P S P S P S P S NWL=981.0 HWL=983.5 BTM=976.0 10%S STORMWATER POND 1 INFILTRATION BENCH BTM=981.0 INFILTRATION POND 2 NWL=DRY HWL=961.3 EAST LOW AREA HWL=990.1 SW LOW AREA HWL=983.5 2 GL 2 GL 5 GL 2 GL 11 NP 9 NP N SCALE IN FEET 0 50 100 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:56 PMW:\2022\22510\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 Landscape PlanOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 22510 TWM GAJ GAJ 07/25/23 07/25/23 C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LANDSCAPE PLAN L1-1 GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. TREE PRESERVATION NOTE: PER RECOMMENDATION FROM CITY STAFF, A TREE PRESERVATION PLAN IS NOT NECESSARY DUE TO THE FOLLOWING: 1.ALL OF THE EXISTING TREES ON THE SITE ARE BOXELDER TREES, A NON-NATIVE AND INVASIVE SPECIES 2.NONE OF THE EXISTING TREES ON THE SITE ARE BEING REMOVED, NO TREE MITIGATION IS REQUIRED LANDSCAPE REQUIREMENTS REQ'D PROP TREES: 5 TREES PER DWELLING UNIT 35 31 ADDITIONAL TREES TO MEET THE UNIT REQUIREMENT WILL BE PLANTED AT THE TIME OF BUILDING CONSTRUCTION SITE GROUND COVER: ALL SITE AREAS NOT COVERED WITH PLANTING BEDS WILL BE TREATED WITH LAWN AND / OR NATIVE GRASS AT THE TIME OF BUILDING CONSTRUCTION BUILDING GROUND COVER: FIVE FOOT STRIP FROM BUILDING WALLS FACING THE ROW WILL BE PLANTED AT THE TIME OF BUILDING CONSTRUCTION NOTE 1 PROPOSED TREES WITHIN THE DRAINAGE AND UTILITY EASEMENT WILL HAVE NO IMPACT ON THE DRAINAGE OR STORMWATER MAONAGEMENT WITHNIN THIS LOW AREA, TREES WILL ONLY ENHANCE INFILTRAION AND PROMOTE STORMWATER ABSTRACTION.OUTLOT A OU T L O T B 1 1 MANAGEMENT DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME SIZE CONTAINER REMARKS GL 11 GREENSPIRE LINDEN / Tilia cordata `Greenspire`2.5" Cal.B&B EVERGREEN TREES CODE QTY COMMON / BOTANICAL NAME SIZE CONTAINER REMARKS NP 20 NORWAY PINE / Pinus resinosa 6` Ht.B&B GROUND COVERS CODE QTY COMMON / BOTANICAL NAME SIZE CONTAINER REMARKS SEED 1 189,296 sf TEMPORARY SEED MIX - 1-2 YEAR COVER /seed BWSR 22-112 - 40 LBS PER ACRE SEED 2 19,002 sf NATIVE SEED MIX - MESIC PRAIRIE /seed BWSR 35-241 - 36.5 LBS PER ACRE SEED 3 27,809 sf NATIVE SEED MIX - STORMWATER /seed BWSR 33-261 - 35 LBS PER ACRE PLANT SCHEDULE CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 08 /23 / 2023 12:57 PMW:\2022\22510\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 Landscape PlanOUCKSL QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS CADD QUALIFICATION ROLLING ACRES 61 SCANDIA, MN 55025 OWNER NAME 2201 107TH LANE NE BLAINE, MN 55449 07/25/23 CITY SUBMITTAL 08/04/23 CITY COMMENTS 08/23/23 CITY COMMENTS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Gregory A. Johnson - LA Project Lead Drawn By Checked By Loucks Project No. 24610 22510 TWM GAJ GAJ 07/25/23 07/25/23 C0-1 COVER SHEET C3-1 C8-1 GRADING PLAN CIVIL DETAILS C1-1, C1-2 EXISTING CONDITIONS L1-1 L2-1 LANDSCAPE DETAILS LANDSCAPE PLANS C3-2 SWPPP PLAN C3-3 SWPPP NOTES C2-1 SITE PLAN C3-4 WETLAND BUFFER PLAN C4-1 STORM SEWER & STREET PLAN LANDSCAPE DETAILS L2-1 GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER WHERE SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. PLANTING BED PREPARATION ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE (1) FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SEEDING IS GENEREALLY ACCEPTABLE FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION/WATERING NOTES: IRRIGATION IS NOT PLANNED FOR THIS SITE. FOR THE HEALTH AND SURVIVAL OF ALL PROPOSED PLANTINGS, REGULAR WATERING OF THE PLANTINGS IS RECOMMENDED. FOR ESTABLISHMENT OF PLANTINGS, THE CONTRACTOR IS TO REGULARLY WATER NEWLY INSTALLED PLANTINGS DURING PROJECT CONSTRUCTION. CONTRACTOR TO PROVIDE OWNER WITH WATERING RECOMMENDATIONS OR WATERING CONTRACT FOR THE ONE (1) YEAR WARRANTY PERIOD. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH NOTE:CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH NOTE:CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 LOUCKS SHEET 1 OF 3 SHEETS KNOW ALL PERSONS BY THESE PRESENTS: That LKRJ Properties, LLC, a Minnesota Limited Liability Company, owner of the following described property: That part of the North Half of the Northwest Quarter of Section 30 and that part of the South Half of the Southwest Quarter of Section 19, all in Township 32 North, Range 20 West, Washington County, Minnesota, described as follows: Commencing at the Northwest corner of said North Half of the Northwest Quarter of Section 30; thence on an azimuth from North of 179 degrees 54 minutes 19 seconds, oriented to the Washington County Coordinate System, NAD 83, along the West line of said North Half of the Northwest Quarter of Section 30, a distance of 699.86 feet to the point of beginning of the parcel to be described; thence continuing on an azimuth of 179 degrees 54 minutes 19 seconds, along said West line, a distance of 602.00 feet to the Southwest corner of said North Half of the Northwest Quarter of Section 30; thence on an azimuth of 89 degrees 50 minutes 19 seconds, along the South line of said North Half of the Northwest Quarter of Section 30, a distance of 2032.36 feet to its intersection with the West line of the East 934.00 feet of said North Half of the Northwest Quarter of Section 30; thence on an azimuth of 01 degrees 42 minutes 32 seconds, along the West line of said East 934.00 feet of the North Half of the Northwest Quarter of Section 30, a distance of 934.50 feet to its intersection with the North line of the South 934.00 feet of the North Half of the Northwest Quarter of Section 30; thence on an azimuth of 269 degrees 50 minutes 19 seconds, a distance of 253.37 feet; thence on an azimuth of 02 degrees 00 minutes 39 seconds, a distance of 1087.52 feet to the Southwest corner of Lot 1, Block 1, Pheasant Hills, according to the plat thereof, on file and of record in the Office of the County Recorder, Washington County, Minnesota; thence on an azimuth of 02 degrees 00 minutes 39 seconds, along the West line of said Lot 1, Block 1 of said plat, a distance of 267.24 feet; thence on an azimuth of 224 degrees 23 minutes 02 seconds a distance of 2365.72 feet; thence on an azimuth of 269 degrees 54 minutes 33 seconds a distance of 200.65 feet to the point of beginning. Has caused the same to be surveyed and platted as ROLLING ACRES 61, and does hereby dedicate to the public for public use forever the public way(s) as shown on this plat, and the drainage and utility easements as created by this plat. In witness whereof said LKRJ Properties, LLC, a Minnesota Limited Liability Company, has caused these presents to be signed by its proper officer this _______ day of _________________________, 20______. LKRJ PROPERTIES, LLC ___________________________________ ______________________________________________ (Signature)(Printed Name, Title) STATE OF ______________________ COUNTY OF ____________________ This instrument was acknowledged before me on this ________ day of _________________________, 20______, by _________________________, as _________________________ of LKRJ Properties, LLC, a Minnesota Limited Liability Company, on behalf of the company. ___________________________________ ______________________________________________ (Signature)(Printed Name, Notary) Notary Public, _______________________ County, ______________________ My Commission Expires _________________________ SURVEYORS CERTIFICATION I Max L. Stanislowski 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______. ______________________________________________ Max L. Stanislowski, Licensed Land Surveyor Minnesota License No. 48988 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this ________ day of _________________________, 20______, by Max L. Stanislowski, a Licensed Land Surveyor. ___________________________________ ______________________________________________ Signature Printed Name, Notary Notary Public, ______________________ County, Minnesota My Commission Expires _________________________ SCANDIA, MINNESOTA This plat was approved and accepted by the City Council of Scandia, Minnesota, this ________ day of _________________________, 20______, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. City Council, Scandia, Minnesota By: ________________________________________, Mayor By: _________________________________________, Clerk COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ________ day of _________________________, 20______. By: ________________________________________By: _________________________________________ Washington County Surveyor Land Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, and Section 272.12, taxes payable in the year 20______, on real estate hereinbefore described, have been paid; and there are no delinquent taxes, and transfer has been entered on this ________ day of _________________________, 20______. By: ________________________________________By: _________________________________________ Washington County Auditor/Treasurer Deputy COUNTY RECORDER Document Number ________________ I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this ________ day of _________________________, 20______, at ______ o'clock _____.M., and was duly recorded in Washington County Records. By: ________________________________________By: _________________________________________ Washington County Recorder Deputy LOUCKS SHEET 2 OF 3 SHEETS N SCALE IN FEET 0 150 300 THE W LINE OF THE N 1/2 OF THE NW 1/4 OF SEC. 30, T.32, R. 20, IS ASSUMED TO HAVE A BEARING OF S0°05'41"E. DENOTES FOUND WASHINGTON COUNTY CAST IRON MONUMENT DENOTES 1/2 INCH IRON PIPE FOUND, UNLESS SHOWN OTHERWISE SECTION 30, TOWNSHIP 32, RANGE 20, WASHINGTON COUNTY, MINNESOTA SITE VICINITY MAP N NOT TO SCALE KEYSTONE AVE NMANNING TRAIL NSECTION 19, TOWNSHIP 32, RANGE 20, WASHINGTON COUNTY, MINNESOTA DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" WET LAND LINE LOUCKS SHEET 3 OF 3 SHEETS THE W LINE OF THE N 1/2 OF THE NW 1/4 OF SEC. 30, T.32, R. 20, IS ASSUMED TO HAVE A BEARING OF S0°05'41"E. DENOTES FOUND WASHINGTON COUNTY CAST IRON MONUMENT DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" DENOTES "PK NAIL" SET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) DENOTES 1/2 INCH IRON PIPE FOUND, UNLESS SHOWN OTHERWISE N SCALE IN FEET 0 60 120