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03.12.19
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Andover Planning and Zoning Commission Meeting Agenda March 12, 2019 Andover City Hall Council Chambers 7.00 p.m. 1. Call to Order 2. Pledge of Allegiance 3. Approval of Minutes — February 12, 2019 Regular Meeting 4. Public Hearing — Preliminary Plat and Variance — Estates at Cedar Ridge — 16474 Hanson Blvd. NW — Jeff and Josh Bergeron 5. Public Hearing — Preliminary Plat — Catcher's Creek East — Butternut St./Andover Blvd. NW — Mark Smith 6. Other Business 7. Adjournment ND O: 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVER MN. GOV TO: Planning and Zoning Commissioners FROM: Stephanie L. Hanson, City Planner SUBJECT: Approval of Minutes — January 8, 2019 Work Session Meeting Minutes; January 22, 2019 Work Session Meeting Minutes; and February 12, 2019 Regular Meeting Minutes DATE: March 12, 2019 REQUEST The Planning and Zoning Commission is requested to approve the work session minutes from January 8, 2019 and January 22, 2019; and the February 12, 2019 regular meeting minutes. PLANNING AND ZONING COMMISSION WORKSHOP MEETING JANUARY 8, 2019 The Workshop Meeting of the Andover Planning and Zoning Commission was called to order by Vice Chairperson Koehler on January 8, 2019, 6:30 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Commissioners present: Dean Daninger, Scott Hudson, Nick Loehlein, Jeff Sims, and Mary VanderLaan. Commissioners absent: Kyle Nemeth Also present: City Planner Stephanie Hanson DISCUSSION — CONDITIONAL USE PERMIT — INDOOR MINI STORAGE FACILITY — BUNKER LAKE BLVD/HANSON BLVD NW - TRAVIS ROCHE AND CHRIS BEBERG City Planner Hanson stated that the intent of the discussion is to answer any questions prior to the regular meeting tonight. Points of discussion included construction materials, landscaping, site security, and on- site live-in manager. OTHER BUSINESS. No comments. ADJOURNMENT. Motion by Loehlein, seconded by Sims, to adjourn the meeting at 6:50 p.m. Motion carried on a 6 -ayes, 0 -nays, 1 -absent vote. Respectfully Submitted, Stephanie Hanson, Andover City Planner 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 PLANNING AND ZONING COMMISSION WORKSHOP MEETING JANUARY 22, 2019 The Workshop Meeting of the Andover Planning and Zoning Commission was called to order by Chairperson Kyle Nemeth on January 22, 2019, 6:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Commissioners present: Dean Daninger, Scott Hudson, Bert Koehler IV, Nick Loehlein, Jeff Sims, and Mary VanderLaan. Commissioners absent: None. Also present: Community Development Director Joe Janish City Planner Stephanie Hanson Associate Planner Dan Krumwiede Others OATH OF OFFICE — REAPPOINTED COMMISSIONER HUDSON AND COMMISSIONER KOEHLER Chairperson Nemeth administered the Oath of Office to Commissioners Hudson and Koehler. APPOINTMENT OF CHAIR PERSONAND VICE CHAIR PERSON City Planner Hanson stated that the Commission is requested to nominate a Chairperson and Vice Chairperson tonight, noting that the term would be for one year. Chairperson Nemeth opened the floor for nominations for Chairperson. Motion by Commissioner Loehlein, seconded by Commissioner Sims, to nominate both Commissioners Nemeth and Koehler for Chairperson. Both nominees stated that they would be willing to accept the position, if appointed. The Commission conducted a written ballot and with a vote of 5-2 Commissioner Koehler was appointed to the position of Chairperson. Andover Planning and Zoning Commission Workshop Meeting Minutes —January 22, 2019 Page 2 1 City Planner Hanson stated that the outcome of the vote and switch to the new 2 Chairperson will occur at the regular meeting. 3 4 Motion by Commissioner Koehler, seconded by Commissioner VanderLaan, to nominate 5 Commissioner Daninger for the position of Vice Chairperson. 6 7 Motion by Commissioner Loehlein, seconded by Commissioner VanderLaan, to 8 nominate Commissioner Nemeth for the position of Vice Chairperson. 9 10 The Commission conducted a written ballot and with a vote of 4-3 Commissioner 11 Daninger was appointed to the position of Vice Chairperson. 12 13 DISCUSSION — SKETCH PLAN/PLANNED UNIT DEVELOPMENT — THE 14 VILLAS AT CROSSTOWN WOODS — CROSSTOWN BLVD. AND 161sT AVE. NW - 15 LANDMARK OFANDOVER LLC 16 17 City Planner Hanson stated that the intent of the discussion is to answer any questions 18 prior to the regular meeting tonight. She stated that she has had conversations and 19 questions from residents within Millers Woods and copies of those conversations have 20 been provided to the Commission to review. 21 22 Commissioner VanderLaan stated that fundamentally she would like to know if the 23 regulations address anything specifically that defines a home as a villa. 24 25 City Planner Hanson replied that is a marketing strategy and villa has become the name 26 for a detached townhome. 27 28 Commissioner VanderLaan asked if staff is aware of a historic home near this location 29 and whether it was preserved. 30 31 City Planner Hanson stated that the only historic home that will be preserved is a single - 32 family home off 7t' Avenue, where Portraits of the Heart currently is. 33 34 Commissioner Koehler stated that the streets are narrowed, although not as narrow as 35 streets in other developments. 36 37 City Planner Hanson stated that staff does not have any concerns with the width opposed 38 as it is only one foot smaller than the typical City road width. 39 40 Commissioner VanderLaan referenced the applicant's narrative, which states that these 41 homes would be attractive to seniors and empty nesters. She asked if there is a way the 42 City can use this to meet the quota for affordable homes. 43 44 City Planner Hanson stated that these homes will not be considered affordable as the 45 estimated price range would be $325,000 to $475,000 per unit. Andover Planning and Zoning Commission Workshop Meeting Minutes —January 22, 2019 Page 3 2 Commissioner Daninger asked and received confirmation that there are temporary cul -de - 3 sacs in Millers Woods that are marked, noting complaints that those would now go 4 through. He stated that it appears that this is an attempt to fit 48 lots into 41 lots. He 5 stated that he does not mind setbacks but is slightly concerned with the density. 6 7 City Planner Hanson confirmed that she has received comments from residents in Millers 8 Woods that do not want their cul-de-sacs to go through. She stated that the cul-de-sacs 9 are marked as temporary and are smaller in size than a permanent cul-de-sac. She to explained that if the cul-de-sacs were to remain as permanent cul-de-sacs, the cul-de-sac 11 would need to be enlarged. She noted that the homes on the temporary cul-de-sac have 12 taken advantage of the temporary cul-de-sac status and built their homes closer to the 13 roadway. 14 15 Commissioner Loehlein stated that reviewing the sketch plan, this proposal would 16 include tree preservation, while the sketch shown for regular development does not show 17 any trees preserved. 18 19 City Planner Hanson explained that a PUD allows flexibility to save trees, while regular 20 development and setbacks would require grading of the entire site and therefore the trees 21 would need to be removed to accomplish those goals. 22 23 Commissioner Loehlein referenced the eyebrow shown on the sketch plan and noted the 24 previous discussion the Commission has had on that type of element in previous 25 development. He noted that the City Council previously approved that element in the 26 past, although engineering does not encourage that design element. He asked if that 27 element were to be removed, would that they change the number of lots. 28 29 City Planner Hanson noted that may change the number of lots. She recognized the 30 comments from engineering and the previous Council approval, therefore the applicant 31 has left that element in the sketch plan at this time to gain input from the City Council. 32 33 Commissioner Daninger stated that in reviewing the two scenarios, one shows clear 34 cutting of the site and the, other shows preservation of trees. He stated that perhaps a 35 lesser number of lots couldbe suggested on the PUD plan. 36 37 City Planner Hanson stated that staff did some research with PUD's and lot sizes and 38 provided comparable lot widths from other developments within Andover. She stated 39 that it is a requirement of the City for drainage and grading to clear the lot and therefore 40 under regular requirement the trees will not be able to be saved. 41 42 Commissioner VanderLaan asked and received confirmation that there are buffering 43 requirements along Countywroads, which will require trees to be replanted or saved in that 44 area. She stated that there are trees shown that would buffer between this residential Andover Planning and Zoning Commission Workshop Meeting Minutes — January 22, 2019 Page 4 1 development and the adjacent Millers Woods development. She did not believe that 2 would be necessary. 3 4 City Planner Hanson stated that the applicant is attempting to save the trees for the 5 Millers Woods residents, as they would like the trees saved. 6 7 Commissioner Hudson stated that he lives within Millers Woods and the biggest element 8 is that Norway will become a racetrack and there will be issues with speeds. He stated 9 that the road width in Millers Woods is 28 feet, which is narrower than the 32 feet 10 proposed in this development that would lead to Constance. He stated that it would be 11 nice to see some way to slow the traffic down in that stretch. He noted that without 12 sidewalks in the development there will also be pedestrian traffic on the roads. He stated 13 that currently there is no access to trails from Millers Woods and with no additional trails 14 in this neighborhood that would simply increase the number of residents without trail 15 access. He stated that the proposed density falls within the allowed range and therefore 16 he is not opposed to that density. He believed that this product would fit with the existing 17 Millers Woods neighborhood. He noted that Millers Woods has a very stringent HOA 18 and would be in agreement with some type of buffer between the two neighborhoods. He 19 stated that if regular development without buffering is developed on this site, there would 20 be no buffer between the two neighborhoods. He explained that the park and pool within 21 Millers Woods are HOA amenities and it would be difficult to prevent an adjacent 22 development with families from using those amenities. He stated that seniors would be 23 less likely to attempt to use those private amenities. 24 25 Commissioner Koehler asked if there has been any exploration of expanding the HOA to 26 include this neighborhood, or whether that would be possible or feasible. He stated that 27 empty nesters have grandkids and often then want to use a nearby park. He recognized 28 that there would be a problem with one neighborhood containing private amenities. 29 30 Commissioner VanderLaan asked for details on the ownership of the parcels, whether the 31 land has been purchased or is contingent upon development approval. 32 33 City Planner Hanson confirmed that the purchase would be contingent upon development 34 approval. 35 36 Commissioner Sims asked if the City Council has seen this. 37 38 City Planner Hanson replio that the Council has not seen this sketch yet. 39 40 Commissioner Sims asked.what the City would be receiving in return for the PUD. 41 42 City Planner Hanson replied that the development would have more open space and 43 would be saving trees and including higher architectural standards. 44 2 3 4 5 6 7 s 9 10 11 12 13 14 15 Andover Planning and Zoning Commission Workshop Meeting Minutes —January 22, 2019 Page 5 OTHER BUSINESS. No comments. ADJOURNMENT. Motion by Hudson, seconded by Sims to adjourn the meeting at 6:40 p.m. Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. Respectfully Submitted, Amanda Staple, Recording Secretary TimeSaver Off Site Secretarial, Inc. 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 PLANNING AND ZONING COMMISSIONMEETING —FEBRUARY 12, 2019 The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was called to order by Chairperson Bert Koehler IV, on February 12, 2019, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Commissioners present: Dean Daninger, Scott Hudson, Nick Loehlein, Kyle Nemeth, Jeff Sims, and Mary VanderLaan. Commissioners absent: None Also present: City Planner Stephanie Hanson Others PLEDGE OFALLEGL4NCE APPROVAL OFMINUTES January 22, 2019 Commissioner VanderLaan requested the following correction: Page six, Line 15: "...character on the corners." Chairperson Koehler requested the following corrections: Page four, Line 11: "there would be additional traffic that would believe inadvertently indicate that the privately maintained amenities are for public use." Motion by Daninger, seconded by Hudson, to approve the minutes as presented. Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. PUBLIC HEARING: Interim Use Permit — Temporary Classrooms — Grace Lutheran Church City Planner Hanson noted the purpose of this item is to hold a public hearing and take input on a request from Grace Lutheran Church to request to continue the timeframe for the removal of the subordinate classroom structures on the property. The amended IUP request will allow for the structures to remain on the property until 2023. Regular Andover Planning and Zoning Commission Meeting Minutes —February 12, 2019 Page 2 1 City Planner Hanson stated that a CUP for the temporary classrooms was originally 2 requested by Grace Lutheran Church in 2006 and a four-year extension was granted to 3 the church in 2010. An Interim Use Permit (IUP) was granted in 2014. The current IUP 4 is set to expire on December 31, 2019. Grace Lutheran Church would like to keep the 5 temporary classrooms in place until 2023, while they decide what the plans are for the 6 current sites they own (13655 Round Lake Boulevard and land off of Nightingale St/151ST 7 Lane). After a new Senior Pastor is hired in September 2019, they should have more 8 direction on the plans. 9 10 City Planner Hanson reviewed the requirements of an IUP and how this request meets 11 those requirements. She stated that the Commission is asked to hold the public hearing 12 and provide a recommendation to the City Council on the request. 13 14 Motion by VanderLaan, seconded by Loehlein, to open the public hearing at 7:07 p.m. 15 Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. 16 17 Scott Christianson, President of the Grace Lutheran Church Vision Board, 8970 162nd 18 Lane NW in Ramsey, stated that the Senior Pastor retired, and the Church is going 19 through the process to review pastoral candidates. He stated that the process can take one 20 year to 18 months and they are about 15 months into the process. He recognized that the 21 IUP expires in 2019 and the portables are used extensively for different programs and 22 community outreach activities. He stated that if the portables had to be removed right 23 now, the Church would need to begin a capital campaign because they need that space. 24 He stated that it is difficult to undergo a fundraising campaign when the Church is in a 25 place of transition. He hoped that once the Senior Pastor is in place, the decision can be 26 made on goals for the future and whether the portable classrooms would be necessary. 27 28 Commissioner VanderLaan stated that the previous Pastor established a program for at - 29 risk youth that had a great impact on the area. She asked if that program is still affiliated 30 with the Church or whether that was separated into a different capacity. 31 32 Mr. Christianson noted that was most likely linked to the summer activities in the past. 33 He recognized that the location on Round Lake and Bunker is a great site for activities of 34 that type. 35 36 Commissioner VanderLaan asked if the permit covers the classrooms and garage, and 37 whether it would be necessary to have something to cover the garage. 38 39 Mr. Christianson noted that the permit is simply for the classrooms as the garage is a 40 permanent structure. 41 42 Commissioner VanderLaan asked if the Farmers Market has an impact on this request. 43 44 Mr. Christianson stated that the Church allows the Farmers Market to be held in the 45 parking lot and therefore this does not have an impact. Regular Andover Planning and Zoning Commission Meeting Minutes — February 12, 2019 Page 3 2 Commissioner VanderLaan asked the impact that this would have on improving the tax 3 base, as stated in the narrative. 4 5 Greg Ackerson, 20761 Gladiola St. NW in Oak Grove, replied that the Church has two 6 properties and three options on the table. He stated that one option is to have a two -site 7 campus, to have only activities on the Round Lake site and sell the Nightingale site, or to 8 sell the Round Lake site and build a new campus on the Nightingale site. He stated that 9 they would like to make the right decision for the congregation and community and that 10 is why they are asking for the additional time to make the right decision. He stated that 11 they are paying property taxes on the Nightingale site because the site is not being used 12 for ministry services, with the exception of the community garden and outreach events. 13 14 Commissioner Nemeth asked for clarification on the timeline specified in the narrative 15 letter. 16 17 Mr. Ackerson stated that once the Senior Pastor is brought on staff, they would like to 18 give him one year to get to know the community so that the right decisions could be 19 made for the future. 20 21 Commissioner Nemeth asked if the Vision Board has given any thought to which of the 22 proposals would be more advantageous for the Church. 23 24 Mr. Christianson stated that a lot of time has not been spent on that decision because of 25 the changes that were going to occur. He stated that the discussions have begun and will 26 continue. 27 28 Commissioner Nemeth asked if fundraising has been discussed for the fixture, either to 29 replace the temporary classrooms or build a new campus. 30 31 Mr. Christianson stated that there was some preliminary work done to determine how an 32 addition could be incorporated onto the existing building if the temporary classrooms 33 were removed, but there are limitations because of the size of the building and the overall 34 lot. 35 36 Commissioner Loehlein stated that the statement was made that this space is needed. He 37 asked what the plan B would be in the short-term, if the permit is not granted. 38 39 Mr. Christianson replied that the Church would need to take a hard look at some of the 40 ministry that is being done now and determine what could be cut to fit within the existing 41 building space. He stated that on Sunday mornings and Wednesday evenings they are 42 using every square inch of the facility and therefore they would be hard pressed. 43 44 Commissioner Daninger asked if the Vision Board is the Leadership Board for the 45 Church. Regular Andover Planning and Zoning Commission Meeting Minutes —February 12, 2019 Page 4 2 Mr. Christianson confirmed that the Vision Board makes the major decisions and 3 financial decisions for the Church. 4 5 Commissioner Daninger asked if anyone was present at the 2010, or 2006 reviews. He 6 asked if the concerns that arose in 2010 were addressed since that time. 7 8 Chairperson Koehler stated that he does recall the 2010 discussion, as there were 9 concerns brought forward regarding a buffering that was required and had not been put 10 in. He asked if the buffering has been installed since that time. 11 12 Mr. Christianson replied that there are trees and shrubs that were planted and have 13 matured. 14 15 Chairperson Koehler asked if the daycare activity is only during church hours or whether 16 that is operated as a business. 17 18 Mr. Christianson replied that the daycare operates out of the Church and is very active 19 and vibrant. He stated that the daycare is looking to expand to a preschool program, 20 which would use the classroom space. 21 22 Chairperson Koehler stated that a follow-up complaint was made previously regarding 23 parking that blocks driveways. 24 25 Mr. Christianson stated that there is a closed gate that is only open during worship hours. 26 27 Chairperson Koehler received confirmation that the Church is asking for a four-year 28 extension. He stated that when the Church was previously here to request an extension 29 the plan was to begin fundraising to solve this situation. He stated that he does 30 understand the process of bringing in a new Pastor that will need time to get up to speed. 31 He asked when fundraising would begin. 32 33 Mr. Ackerson stated that in 2014 they began a fundraising campaign, Free to be Grace, 34 which had a goal to pay off the debt and start raising funds for the Nightingale site. He 35 stated that they made a huge dent in the mortgage, but they did not have the success they 36 planned. He stated that the retirement of the Senior Pastor did slightly derail those 37 efforts. 38 39 Mamell Wilbur, 3510 136th Lane, stated that she loves having the Church across the 40 street and is a member but does not always attend. She is unsure why the Church could 41 not build out towards Round Lake and put the classroom space in that area. She stated 42 that there is one car that parks at the church which impacts snow removal. She stated that 43 the Church has other property available that should be sold as they never built on that 44 location. She noted that people cut through the two buildings of the Church at all hours 45 of the night. She believed that the buildings were supposed to have fencing between Regular Andover Planning and Zoning Commission Meeting Minutes —February 12, 2019 Page 5 1 them to prevent people from cutting through that area. She stated that on the Farmers 2 Market day, a few vehicles like to use her driveway to turnaround in, which she does not 3 like. She noted that she would like to see the Church stay in that location and simply 4 expand onto their existing building. 5 6 Motion by Hudson, seconded by Lochlein, to close the public hearing at 7:34 p.m. 7 Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. 8 9 Commissioner Daninger stated that the first permit was received in 2006 and asked if the 10 classrooms have been there longer than that. 11 12 City Planner Hanson replied that she was unsure. 13 14 Commissioner Daninger confirmed that the difference between a CUP and IUP is that the 15 IUP would not be recorded against the property and can have an expiration date. He 16 stated that the goal has been to not have the temporary classrooms over the past eight 17 years. 18 19 Commissioner Sims asked if there are any other properties that have a similarly long 20 process of this nature. 21 22 City Planner Hanson confirmed that there is another Church that has similarly long 23 temporary classrooms. 24 25 Commissioner Nemeth asked if the property is sold before 2023, would the classrooms 26 then need to be vacated. 27 28 City Planner Hanson stated that she would need clarification from the City Attorney as to 29 whether a new purchaser would need to renew the IUP or whether that would continue to 3o run through the expiration period. 31 32 Commissioner VanderLaan stated that the comment was made as to why the Church has 33 not considered building to the west. She asked how close the Church could come to 34 Round Lake Boulevard. 35 36 City Planner Hanson stated that she would need to look into the required setbacks. 37 38 Chairperson Koehler stated that the land use designation for this site would allow the 39 permanent classroom buildings without a permit. 40 41 City Planner Hanson confirmed the land use would allow that. 42 43 Chairperson Koehler stated that he is in favor of the Church continuing to do what they 44 do as they create a great amount of good in the community. He stated that the IUP states Regular Andover Planning and Zoning Commission Meeting Minutes —February 12, 2019 Page 6 1 that the permit should be given when the land use is not consistent with the land use 2 designated by the Comprehensive Plan. 4 City Planner Hanson confirmed that IUP would allow a permitted use to happen. 5 6 Chairperson Koehler stated that the buildings have no foundation and are anchored to the 7 ground with an anchoring system, which he assumes is why the building department is 8 going to review the structures. He stated that he is all for the use continuing but has a 9 hard time understanding why this could not be addressed by now because this began in 10 2006 and it is now 2019. He stated that if there are cars parked on the street illegally that 11 could be addressed by calling the police non -emergency number. He stated that he would 12 like to see the structures continue, but in a permanent shape and there seems to have been 13 no movement towards that since 2006. He asked how many more times the City will 14 continue to review an extension. 15 16 Commissioner VanderLaan stated that there are many people on the Commission that 17 would like to see this move forward. She stated that the Church is committed towards 18 moving away from the temporary structures but there have been financial constraints. 19 She stated that if the Commission were to approve this request, could a final termination 20 date be included that would state no additional extensions would be granted. 21 22 City Planner Hanson confirmed that an additional condition could be added specifying 23 that deadline. 24 25 Commissioner Nemeth stated that these classrooms are temporary and that is his first 26 concern as they have already been there 13 years and will be extended up to a total of 17 27 years. He agreed that he would allow this extension, but this should be the last extension 28 and the Church should finalize a plan sooner rather than later. He concurred that the 29 Church does a great job in the community, but a permanent structure should be put in 30 place to replace the temporary structures. 31 32 Chairperson Koehler referenced the building inspection and asked how something would 33 be addressed that originally met City Code but no longer meets City Code. He noted that 34 it is possible that those elements would be grandfathered in and therefore there could be 35 elements that no longer meet City Code. 36 37 Commissioner Daninger stated that he has been on all sides of this type of issue. He 38 stated that he was also here in 2006, 2010, and 2014. He stated that he likes the Church 39 but does not like this because if there is no motivation, the Church might not come up 40 with a plan. He stated that he is going to vote against the request, even though it may 41 pass, but he hopes that his opinion will help to motivate the Church to decide on the 42 temporary classrooms. 43 Regular Andover Planning and Zoning Commission Meeting Minutes — February 12, 2019 Page 7 I Commissioner VanderLaan requested to add a stipulation that the dates be corrected in 2 the resolution and that on page two, item one, an additional statement would be added 3 stating that additional IVP's will not be considered after this date. 4 5 Commissioner Loehlein stated that he feels that a strong message has been sent to Grace 6 Lutheran on this matter tonight, but the Commission and Church cannot tell the future 7 and he would not want that locked into finality. 8 9 Motion by Loehlein, seconded by Hudson, to recommend to the City Council approval of 10 a resolution granting an Interim Use Permit for extending the time for the removal of a 11 subordinate classroom structure on property located at 13655 Round Lake Boulevard. 12 Motion carried on a 4 -ayes, 3 -nays (Daninger, Sims, and Koehler) 0 -absent vote. 13 14 City Planner Hanson stated that this item would be before the Council at the March 5, 15 2019 City Council meeting. 16 17 OTHER BUSINESS 18 19 City Planner Hanson updated the Planning Commission on related items. She stated that 20 Associate Planner Krumwiede's last day with the City is tomorrow. 21 22 Chairperson Koehler stated that there will be a change to how the minutes are updated in 23 the future. He noted that grammatical changes should be submitted via email prior to the 24 meeting to staff and the entire Commission and only changes of substance will be 25 addressed at the meeting. 26 27 Commissioner Nemeth thanked the City Public Works Department for the great job they 28 have done snow plowing. He also thanked the County Sheriff's Department, who has 29 been very good about delivering the Commission packets. He asked if there are any 30 meetings scheduled for March. 31 32 City Planner Hanson reported that the Commission will hold a public hearing on March 33 12th and will also have a public hearing on March 26"' for the Comprehensive Plan. 34 35 ADJOURNMENT 36 37 Motion by Hudson, seconded by Nemuth, to adjourn the meeting at 7:54 p.m. Motion 38 carried on a 7 -ayes, 0 -nays, 0 -absent vote. 39 40 Respectfully Submitted, 41 42 43 Amanda Staple, Recording Secretary 44 TimeSaver Off Site Secretarial, Inc. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners FROM: Stephanie L. Hanson, City Planner SUBJECT: Public Hearing: Preliminary Plat and Variance - Estates of Cedar Ridge — 16474 Hanson Blvd NW — Jeff and Josh Bergeron DATE: March 12, 2019 INTRODUCTION The Planning and Zoning Commission is asked to review the preliminary plat and variance request for the plat known as Estates of Cedar Ridge. The plat contains six (6) rural lots, located at 16474 Hanson Blvd NW. DISCUSSION Each of the lots meet the requirements for a rural lot, except for the Lot 5, Block 1. The lot meets all rural lot requirements except for the lot width at the right-of-way setback. City Code states rural lots must be 300 feet in width, measured at the front yard setback. The proposed width is 94 feet. However, once the property to the south develops and the temporary cul-de-sac is extended, Lot 5, Block 1 width at the front yard setback will increase from 94 feet to 470 feet. The plat includes Outlot A. Undevelopable outlots are not allowed; however, in this instance, Outlot A will be combined with the property located at 16422 Hanson Blvd NW (the location of Dover Kennels) when the final plat is approved. There is a condition in the resolution that requires the combination of Outlot A and 16422 Hanson Blvd NW at the time the final plat is filed with Anoka County. Conformance with Local and Regional Plans and Ordinances 1. The property is not located within the Metropolitan Urban Service Area (MUSA) Boundary. 2. The Comprehensive Land Use is Rural Residential. Access Access will be from Hanson Blvd NW. Anoka County Transportation Department (ACTD) reviewed and provided comments. Comments are attached for your review. ACTD is requiring a southbound right turn lane and a northbound left turn lane. The developer will be required to comply with the requirements of the ACHD. Utilities Each of the lots will be served by individual septic systems and wells. Wetlands There are wetlands located within the plat. The wetlands have been delineated and the report was submitted to the LRRWMO for review and was approved on November 20, 2018. Lower Rum River Water Management Organization (LRRWMO) The developer is required to prepare a grading plan, hydrology calculations and a soils report that will be reviewed by the City, an engineering consultant and the LRRWMO. The LRRWMO will need to review the preliminary plat. The developer will need to address any issues that are raised during that review prior to the commencement of site work. Park and Recreation Commission The Park and Recreation Commission reviewed the request on March 22, 2018. The Park and Recreation Commission requested cash -in -lieu of land for this development. Coordination with other Agencies The developer and/or owner are responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, LRRWMO, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. VARIANCE REQUEST 12-14-7 and 13-5-9 outlines criteria when considering variances. Code states "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the official control. "Practical difficulties" as used in connection with the granting of a variance, means: 12-14-7 Variance Criteria The property owner proposes to use the property in a reasonable manner not permitted by an official control. Required lot widths at the public right-of-way is 50 feet. Each lot meets the required width at the right-of-way. Fifty (50) feet from the right-of-way the lot width is required to be 300 feet. The proposed lot width of 94 feet provides ample access and room to construct a home while still leaving enough of a buffer space between the neighboring properties. Once the street is extended to the south, the lot will meet the required lot width at the front yard setback. The plight of the property owner is due to circumstances unique to the property not created by the landowner. • The original 40 -acre parcel is an existing lot of record, mostly encompassed by wetlands, and technically land locked prior to development. The property owner wants to develop the land; however, the existing lay out of the land(s) makes it challenging. • The property owner tried to purchase the property to the south to incorporate it into the development. There was interest; however, the southern property owner decided not to develop the land at this time but does have interest in the future. Once the property to the south is developed, a variance will not be needed for Lot 5, Block 1. The variance, if granted, will not alter the essential character of the locality and will not alter the rural residential character. • Lot size requirement in the rural residential district is 2.5 acres. Lot 5, Block 1 will be 24.5 acres. • The structure setback from neighboring properties will be a great enough distance to retain the rural character and will be buffered by the existing vegetation. • The lot and surrounding properties are heavily wooded. A minimal number of trees would be removed for the construction of the new home; therefore, the rural woodsy feel of the area will remain. ACTION REQUESTED Planning and Zoning Commission is asked to review the proposed preliminary plat and variance request; hold a public hearing and make a recommendation to the City Council. Attachments Location Map Resolutions Approval Denial Aerial Map October 9, 2018 ACTD Comment Letter February 13, 2019 Staff Comment Letter Variance Request Location Preliminary Plat Plan Set Cc: Josh and Jeff Bergeron, 16474 Hanson Blvd, Andover, MN 55304 3 ESTATES AT CEDAi SITE DEVELOPMENT AND CONST CITY OF ANDOVE CITY OF ANDOVER COUNTY OF ANOKA o STATE OF MINNESOTA C- Q Q RES. NO XXX o C A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "ESTATES OF CEDAR RIDGE" FOR PIN's 15-32-24-11-0002 AND 115-32-24-12-0001, PROPERTIES LEGALLY o DESCRIBED AS: N The North'/2 of the Northeast'/4 of the Northeast 1/4, except the Southerly 330 feet of the Easter] 660 feet together with the Northwest'/4 of the Northeast 1/4 of Section 15, Township 32, Range 24, Anoka County, Minnesota WHEREAS, the property owner requested approval of a preliminary plat for Estates of Cedar Ridge; and WHEREAS, the property owner requested a 206 -foot Variance to reduce the lot width at the front yard setback from 300 -feet to 94 -feet for Lot 5, Block 1; and WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission conducted a public hearing on said preliminary plat and variance; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommended approval of the preliminary plat and the variance based on the variance review criteria for granting a variance under City Code 12-14-7 B and 13-5-9; and WHEREAS, City Council completed a review of the preliminary plat and variance, along with Planning and Zoning Commission recommendation; and WHEREAS, City Council approves the preliminary plat and the variance to reduce the required width at the front yard setback from 300 feet to 94 feet for Lot 5, Block 1; and WHEREAS, based on the criteria for granting a variance under City Code 12-14-713 and 13-5-9, City Council finds the following findings of fact to support the approval of the variance request: The property owner proposes to use the property in a reasonable manner not permitted by an official control. Required lot widths at the public right-of-way is 50 feet. Each lot meets the required width at the right-of-way. Fifty (50) feet from the right-of-way the lot width is required to be 300 feet. The proposed lot width of 94 feet provides ample access and room to construct a home while still leaving enough of a buffer space between the neighboring properties. Once the street is extended to the south, the lot will meet the required lot width at the front yard setback. The plight of the property owner is due to circumstances unique to the property not created by the landowner. • The original 40 -acre parcel is an existing lot of record, mostly encompassed by wetlands, and technically land locked prior to development. The property owner wants to develop the land; however, the existing lay out of the land(s) makes it challenging. • The property owner tried to purchase the property to the south to incorporate it into the development. There was interest; however, the southern property owner decided not to develop the land at this time but does have interest in the future. Once the property to the south is developed, a variance will not be needed for Lot 5, Block 1. The variance, if granted, will not alter the essential character of the locality and will not alter the rural residential character. • Lot size requirement in the rural residential district is 2.5 acres. Lot 5, Block 1 will be 24.5 acres. • The structure setback from neighboring properties will be a great enough distance to retain the rural character and will be buffered by the existing vegetation. • The lot and surrounding properties are heavily wooded. A minimal number of trees would be removed for the construction of the new home; therefore, the rural woodsy feel of the area will remain. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Estates of Cedar Ridge and the Variance for Lot 5, Block 1 with the following conditions: 1. Park dedication as recommended by the Park and Recreation Commission at the November 20, 2018 meeting. 2. City of Andover Engineering staff comments dated February 13, 2019 shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 3. Lower Rum River Water Management Organization comments shall be satisfactorily addressed, and the permit has been issued prior to any grading of the site. 4. A 206 -foot variance is granted for Lot 5, Block 1 to decrease the lot width at the front yard setback from 300 -feet to 94 -feet. 5. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer, along with temporary cul-de-sac easement and vehicle maintenance access documents. Adopted by the City Council of the City of Andover this day of , 2019. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER Julie Trude, Mayor 2 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "ESTATES OF CEDAR RIDGE" FOR PIN's 15-32-24-11-0002 AND 115-32-24-12-0001, PROPERTIES LEGALLY DESCRIBED AS: The North 1l/z of the Northeast'/4 of the Northeast 1/4, except the Southerly 330 feet of the Easter] 660 feet together with the Northwest 1/4 of the Northeast 1l/4 of Section 15, Township 32, Range 24, Anoka County, Minnesota WHEREAS, the property owner requested approval of a preliminary plat for Estates of Cedar Ridge; and WHEREAS, the property owner requested a 206 -foot Variance to reduce the lot width at the front yard setback from 300 -feet to 94 -feet for Lot 5, Block 1; and WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission conducted a public hearing on said preliminary plat and variance; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommended denial of the preliminary plat and the variance based on the variance review criteria for granting a variance under City Code 12-14-7 B and 13-5-9; and WHEREAS, City Council completed a review of the preliminary plat and variance, along with Planning and Zoning Commission recommendation; and WHEREAS, City Council denies the preliminary plat and the variance to reduce the required width at the front yard setback from 300 feet to 94 feet for Lot 5, Block 1; and WHEREAS, based on the criteria for granting a variance under City Code 12-14-713 and 13-5-9, City Council finds the following findings of fact to support the approval of the variance request: FINDINGS OF FACT... NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of Estates of Cedar Ridge and the Variance for Lot 5, Block 1. Adopted by the City Council of the City of Andover this day of , 2019. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER Julie Trude, Mayor -i5_ C D w 0 C: 0 0 N or ANDOVER Andover General Mapping Map ♦, Ir S . 16576 l:r " A b. 1663 1` 21 3(i 2060 20:1016 •�- 52 0 :, 1641 1:' ' !J -. 'ms's .•\. .� ,r • �' 1 642.2 t 0 16425 , 16425 10211 ) .x.135 • .,,.� i 16167 211'!7 1'117 180 046,lfi.�5 7 rx; i 162:31 ` �r y a e 16157 1487 ^ Date Created: March 07, 2019 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. Aerial Map Anoka County TRANSPORTATION Highway Stephanie Hanson City of Andover 1685 Crosstown Blvd. NW Andover, MN 55304 Re: Preliminary Plat - Bergeron Second Addition Dear Stephanie OCT 12 2018 October 9, 201 We have reviewed the Preliminary Plat for Bergeron Second Addition, to be located west c CSAH 78 (Hanson Boulevard) and north of CSAH 20 (1615( Avenue NW) at the propose( 164"' Lane NW alignment within the City of Andover, and I offer the following comments: The existing right of way adjacent to CSAH 78 should be adequate for future reconstruction purposes (75ft west of centerline), and no additional right of way is required at this time. As proposed, the plat would introduce a new City street connection onto CSAH 78, and all lots within the plat are to gain access to CSAH 78 via the new City street. This is acceptable to this department provided that a SB CSAH 78 right turn lane and a NB CSAH 78 left turn lane (or possible bypass lane) are constructed in conjunction with the development. Please note that it appears that sight distance requirements are not met at the proposed 1641h Lane NW intersection with CSAH 78 with the obstructions being trees, a berm and the vertical alignment of CSAH 78. The City and the Developer should ensure that clearing and grading is completed to the greatest extent possible for this development. In addition, please note that no plantings or private signs are permitted within the county right of way, and care should be exercised when locating private signs, plantings, berms, etc. outside of the county right of way, so as not to create any additional sight obstructions for vehicles entering/exiting this section of CSAH 78. Lastly, it should be noted that this section of CSAH 78 will likely be reconstructed at some point in the future to include raised median channelization, and if full access is desired for this or other developments along the route, the creation of a local street system with frontage and backage roads paralleling CSAH 78 that provide connectivity to other main intersecting routes should be considered in future phases of this or other developments. ACHD would like to work with local governments in promoting compatibility between land use and the county highway system. It should be recognized that residential land uses located adjacent to County highways often results in complaints about traffic noise. Existing and/or future traffic noise from CSAH 78 could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where establishment of the land use would result in violations of established noise standards. It is advised that the City and the Developer should Our Passion Is Your Safe Way Home 1440 Bunker Lake Boulevard N.W. A Andover, MN 55304-4005 Office: 763-324-3100 ♦ Fax: 763-324-3020 A, www.anokacounly.us/highway Affirmative Action / Equal Opportunity Employer assess the noise situation for this development as it is proposed to be located directly adjacent to CSAH 78, and take the level of action deemed necessary to minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements into the design and phasing of this plat as applicable. The ACHD Engineering Plan Review process will apply to this site. Calculations must be submitted along with a grading and erosion control plan that delineates the drainage areas for this development. The post -developed rate/volume of runoff must not exceed the pre -developed rate/volume of runoff for the 10 -year, critical design storm. County Ditch #6 flows through this parcel and this ditch may not be altered in any way without first submitting detailed plans to the appropriate agencies and obtaining their permission and permission from the County Engineer. Contact Nicholas Dobda, Engineer III via telephone at 763.324.3118 or via email at.Nicholas.Dobda(a)_co.anoka.mn.us for further information and to coordinate the ACHD Engineering Plan Review process. Please submit the drainage calculations, grading and erosion control plans, right turn lane + left turn lane/bypass lane construction plans, the ACHD Design Requirements Checklist for County Highway Modifications (copy available via our website), and applicable engineering plan review fee (estimated at $850.00) to Mr. Dobda for his review and approval. Following completion of the ACHD Engineering Plan Review process, the contractor(s) completing the work can begin the ACHD Permit process. A permit for work within the county right of way (fee = $150.00) and a street access permit (fee = $250.00) are required and must be obtained prior to the commencement of any construction. License Permit Bonding, methods of construction, design details, work zone traffic control, restoration requirements and follow-up inspections are typical elements of the permitting process. Contact Susan Burgmeier, Traffic Engineering Technician I at 763.324.3142, for further information and to coordinate the ACHD Permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Si cerely, Jane Rose Traffic Engineering Manager xc: File - CSAH 78/Plats + Developments/2018 Nicholas Dobda, Engineer III Chuck Gitzen, County Surveyor Susan Burgmeler, Traffic Engineering Technician I Sean Thiel, Graduate Engineer 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 FAX (763) 755-8923 • WWW.ANDOVE RMN.GOV MEMO/PANDI/M TO: Stephanie Hanson, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer Todd Haas, Assistant Public Works Director (763) 755-5100 DATE: February 13, 2019 REFERENCE: Estates at Cedar Ridge / Grading, Drainage & Erosion Control Plan/Review #3 The following comments have vet to be completed regarding Review #1: 2. Need to obtain the necessary permits from the DNR (per the preliminaryplat no DNR regulated wetlands exist on the site), US Army Corps of Engineers (no permit required), LRRWMO (approval has been granted), MPCA (permit pending), Anoka County Highway Department (pending review and approval of revised plans), and any other agency that that is interested in the site. Provide copies to the City of Andover once the permit or approvals have been received by the MPCA and the Anoka County Highway Department. 14. Pending. Sheet 6: Show all private utilities within 100' of the plat boundaries, including along Hanson Boulevard and leading up to existing homes / buildings. Engineer has requested utility maps. They need to be shown on the plans. 0 O ,J N � CO a) E E co 2v a� Li - U) 56. Pending. Need to provide separate long term maintenance agreements that will be recorded with each property for the infiltration basin maintenance. A sample agreement is available from the City if needed. Engineer stated they will be drafted once ponding design is approved 58. Pending. Provide Autocad (dwg) drawings to the City for the final plat, and all construction drawings including the grading plan. The following comments are pending regarding Review #2: 203. Sheet 2: Need to add a note (4) to Lot 1 Block 1 in the Lot Tabulation in regard to the existing house. Not Done. Identify in Lot Tab which lot note 4 refers to. 204. Submit copy of Lot Tabulation only on a separate 8.5x11 paper for the building department files. Pending. 217. Sheets 13-15: These plans need to be reviewed by the Anoka County Highway Department. Confirm with ACHD if all signage within the County ROW will be installed by ACHD. If so, add note accordingly on the plans. Pending review by ACHD. 220. Need to submit separate recordable documents for the temporary Street, Drainage and Utility Easement around the cul de sac. Pending. Note: It is a requirement that the Developer respond to each of these items in writing (get digital conv from City and tune responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact David Berkowitz, Director of Public Works/City Engineer at (763) 767- 5133 or Jason Law, Assistant City Engineer at (763) 767-5130. .......... PRELIMINARY PLAT OF: Graphic Scale In Feet ESTATES OF CEDAR RIDGE 0 100 200 300 I as. N p Au Iv�9 T„. n I ie\ 1V... „,e �n�e ,... n Z �„„ w,. �';N•. n N 66'46'16"W k2 2614.60 v°\•\„ - NdITI LIME Or THE Irvl/9 OF IEI/9 Or SEC. 1, Jr-- NOTON LIM OF TXE KI/4 Or AEI/4 Oi SEC. IO, T.32, R.24 i MOR111 1/4 cORWA' '1 1295 I _'•., 1 ! /r ZD7___�` �` ______ a-______ SEC. 1), T. ]2• fl.]4 J 1• IRON PIPE 1 �: 1 � _ 1 _...: ...._ hoe _.. _ --------- --'0Th • I I •rc• h aFa. 9EC. IS. T. 2...24 (e. 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(V 100 YEAR FEW FLOOD-a92.O `.5 •.-i\}tc �- - aenY LIRE OF TIE N1lf OF TIE lal/4 or M KI/9 Or SEc. 15• T.33• R.29 -- ------ '! 1 I l \ • e5� a a a i ......___ .... ; I s ee•46•08^E 64a.69 ,p l Z I i Z I I I 14 e' ++ J • x' l � LEGEND l l I l w; • `�T 8 sls y i g a r t;f -:::::::.:......:+ .++:- ::+:: t.Lsla P ,5.4g1 i 1i n, i • ___ =Burled Communication Is n0 =Iran plP¢ set marked LLS 20270 - I _ 1/2 Inch Iran Pipe Monument Found = Burled Power i o`( Z '-.--- -- =Overhead Transmi�slon I In = Existing Culvert I l 1 d A. a 11 ��'+ v, i „rt•- \ \ - = Wood Post and Rail Fence 5 + \II'�+ '•, •, iik + __......9ao_------- = 10' contour line l 14.5 ae. 1 a /'+ a W '' y � Q _.._...-. 2' contour line.-....... eg6I . lj y • i a • :.;: ..• y LaE+ a5+ +ea - Existing spot elevation I i h\ • $ '1 B =Met land edge delineated \,s:K1\,•ea a \ZAa 2,', 1f\ a = Wet land flag round I I I l if fT /f • R\` \ a - Wet land symbol 1 l ------- % _4% •1'. I + J = Building setback - 409 front; 10' sides; 50' rear d Hanson - D R A I N A G E A N 0 M T I L I T T E A S E e E N T L -__-r' "a99'-.' a O • 1 Septic site soil baring by Tradewell Sall Testing. l Potential 5000 sq.ft. waste water treatment area l I l C.,. if Ilea r-Y'� = Drainage and Utility Easements - i l �IA;�✓ - 10' Front, Rear and Side Yard S 66'44'01^E 1310.06 __—"__-.__"—___________ ,; �:.,r �::,r:,i:- = 16.5• Wet Land Buffer __— � IJ! ln" Isu...7•.'Y«w n...wf.'� "'-'7"'",„ I„ ^-^^-+- = Approximate edge of woods Bearings are based on the Anoka County Coordinate Systems- SITE DEVELOPMENT SUMMARY N.A.D. 1963, 1996 Adjustment l OWNER: jerfre d Lynda Bergeron Gross site = 54.3 acres Topography shown From Anoka County G.I.S. 6 field verlfidation 16474 Hanson Blvd. NW Less Wetland A Buffers = 37.7 acres Andover, MN. 55304 Less Park\Open Space = 0.0 acres EXISTING PROPERTY DESCRIPTION Leaa Hanson Blvd. . 0.9 acres Less Floodplaln = 0.0 acre. (all a wetland) The NI/2 of the NEI/4 of the NEI/4, except the Sly 330• ar the Ely 660' SURVEYOR, Randy L. Kurth Less Road R\W - 1.9 acres together with the NWI/4 of the NEI/4 of Sec. 151 T.32, R.24. Kurth Surveying Inc. Less Outlet A = 1.7 acres Anoka County, Minnesota, 4002 Jefferson it. NE Columbia Heights, MN 55421 Net Site = 12.1 acres Phones r thsurve In6?nc.com Number of Lots = 6 lots\units TOTAL AREA: 54.3- Acres y g Overall Density 0.50 units\acre 100 Year Flood elevation from FEMA Panel No, 27003CO195E, effective 12/16/2015 - Elev.= 692 NAVD,1966 - Zen. AE Road Length = 1431 lin. ft. Rana lnder of property la Zone X - minlaaI flood hazard. ................................."....."........"................................"............................................................."......................."............................... ........................ _............_ .........................................."..."........"......................."......"""...-"....""."."...."....................."""..."""""...."."......".............."..............."."."_....__"-_""-"""""."..."".."""""".."...."..........""""...."."-"""-...""....................---- Z O Of L.L.I Of L1J M LL LL- Lli pA o B n o n i $ ` Y a kY Y. In. IL pgy�l ` aFa. 9EC. IS. T. 2...24 (e. 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(V 100 YEAR FEW FLOOD-a92.O `.5 •.-i\}tc �- - aenY LIRE OF TIE N1lf OF TIE lal/4 or M KI/9 Or SEc. 15• T.33• R.29 -- ------ '! 1 I l \ • e5� a a a i ......___ .... ; I s ee•46•08^E 64a.69 ,p l Z I i Z I I I 14 e' ++ J • x' l � LEGEND l l I l w; • `�T 8 sls y i g a r t;f -:::::::.:......:+ .++:- ::+:: t.Lsla P ,5.4g1 i 1i n, i • ___ =Burled Communication Is n0 =Iran plP¢ set marked LLS 20270 - I _ 1/2 Inch Iran Pipe Monument Found = Burled Power i o`( Z '-.--- -- =Overhead Transmi�slon I In = Existing Culvert I l 1 d A. a 11 ��'+ v, i „rt•- \ \ - = Wood Post and Rail Fence 5 + \II'�+ '•, •, iik + __......9ao_------- = 10' contour line l 14.5 ae. 1 a /'+ a W '' y � Q _.._...-. 2' contour line.-....... eg6I . lj y • i a • :.;: ..• y LaE+ a5+ +ea - Existing spot elevation I i h\ • $ '1 B =Met land edge delineated \,s:K1\,•ea a \ZAa 2,', 1f\ a = Wet land flag round I I I l if fT /f • R\` \ a - Wet land symbol 1 l ------- % _4% •1'. I + J = Building setback - 409 front; 10' sides; 50' rear d Hanson - D R A I N A G E A N 0 M T I L I T T E A S E e E N T L -__-r' "a99'-.' a O • 1 Septic site soil baring by Tradewell Sall Testing. l Potential 5000 sq.ft. waste water treatment area l I l C.,. if Ilea r-Y'� = Drainage and Utility Easements - i l �IA;�✓ - 10' Front, Rear and Side Yard S 66'44'01^E 1310.06 __—"__-.__"—___________ ,; �:.,r �::,r:,i:- = 16.5• Wet Land Buffer __— � IJ! ln" Isu...7•.'Y«w n...wf.'� "'-'7"'",„ I„ ^-^^-+- = Approximate edge of woods Bearings are based on the Anoka County Coordinate Systems- SITE DEVELOPMENT SUMMARY N.A.D. 1963, 1996 Adjustment l OWNER: jerfre d Lynda Bergeron Gross site = 54.3 acres Topography shown From Anoka County G.I.S. 6 field verlfidation 16474 Hanson Blvd. NW Less Wetland A Buffers = 37.7 acres Andover, MN. 55304 Less Park\Open Space = 0.0 acres EXISTING PROPERTY DESCRIPTION Leaa Hanson Blvd. . 0.9 acres Less Floodplaln = 0.0 acre. (all a wetland) The NI/2 of the NEI/4 of the NEI/4, except the Sly 330• ar the Ely 660' SURVEYOR, Randy L. Kurth Less Road R\W - 1.9 acres together with the NWI/4 of the NEI/4 of Sec. 151 T.32, R.24. Kurth Surveying Inc. Less Outlet A = 1.7 acres Anoka County, Minnesota, 4002 Jefferson it. NE Columbia Heights, MN 55421 Net Site = 12.1 acres Phones r thsurve In6?nc.com Number of Lots = 6 lots\units TOTAL AREA: 54.3- Acres y g Overall Density 0.50 units\acre 100 Year Flood elevation from FEMA Panel No, 27003CO195E, effective 12/16/2015 - Elev.= 692 NAVD,1966 - Zen. AE Road Length = 1431 lin. ft. Rana lnder of property la Zone X - minlaaI flood hazard. ................................."....."........"................................"............................................................."......................."............................... ........................ _............_ .........................................."..."........"......................."......"""...-"....""."."...."....................."""..."""""...."."......".............."..............."."."_....__"-_""-"""""."..."".."""""".."...."..........""""...."."-"""-...""....................---- Z O Of L.L.I Of L1J M LL LL- Lli rn ,t#Nit wl I:175C=1 , 1 •, .e LL WMA[ : PRELIMINARY PLAT OF: GraphlcScale InFeet ESTATES OF CEDAR RIDGE 0 100 200 300 �11; Nu N 88'46, 1 6w s` 2614.88 d' • NORM LINE ar ME -Y I- r 161/q OF SEC. 15, 1.12• R.21 4� F/ - ICA M LINE Cr THE 1E1/q OF NEI/1 aF SEC. 15. 1.32, R.21 q q / q S 4 $•. . 3 , /P/V NCH SQ. It 1 1295 I ---------- y01 \9, � `•q -606__ ___ 1 k --- 'l, 1 � ..477 1 I 100 YEAR FEW FLDOO-592.0 + - __ (�� ..�•,. .502 SOI � S 1 �. •sea J'.. :s52� soob ,' EF t . +�R ,yah\ ° 1 I.r g .sas _ 365 l.- �,� xsE. GAR 1 t r y �C$,, .INTI 59r J a z'^-�gti _ I _xI Io .1 --�'� ORA I NAGE AND U T I L I T Y E A S E M E N T_ / �', ' •SOT -_" 7 l9 '•• E t...- � A y .. r 132 11 � t 5 age r y Ir 70 101 ``a\` lq eh\NIfF`+E�k�` e i '•, ON.\tNtGE �. 89IMAGE a 4 + / 751 591+ Cv "Tc ly' µJ0a�//t .C. t :5 88'46'08"E 660.07 + I'\'�✓ �� ! a u WOAM1."NE or saTR 310. OF THE f6I/1 of ME IEI/11,95 T�•� so5o cA`"'tOt "�'�- •u�, : ,«T, ...._...� E9° SO9 555 1� ^/. �< SO ,•, •S + / •515 1 /� / \\ / "\ a 1.OP O O ii - + ` T • 2.5 ac. Soon _!;_. �'O 4 N'`o �. ' �~ a (,)•SIT .sirs 1. : slo .51{ of w° Y 9 1 DRAINAGE B UTILITY EAS`YENT$ ' _ • � i .:.mom.. I r O L_ 162 _IIET=3NEo i... ~ eul5�caad• \ _ _------------------- - sw° . ° P (V 100 YFlR FEW FL000-592.0 -___ •,i �. 5Y5 1 g. SOUTR LINE OF TNE NI/2 OF THE MEI/4 or Mr NEI/1 or SEC. 15, T.72, R.24 091 i ;' - s ee•46'oeNE 648.69 LEGEND V ti \ `� �• / i 4 t\\ •515 , 1 ___ / r \ t _ y o = Iron pipe set marked LLS 20270 =Buried Communlcat y •tel \ + •sl] I 1 -.- 1+g 1 1 � -5 n ' � • = 1/2 Inch Iron Pipe Monument Found =Burled Power 2 i or, Y --- ---�- = Overhead Transmi = Existing Culvert - = Wood Post and Rall Fence a 11 •i:e" a \•,�\ 1 w 1S .-. yon .. = 10' contour Iine Q 21.5 SO. 1 a /+ lj„, a i b e96--._._ = 2' contour line ° 91 c •., = Existing spot elevation F. F. Wet land edge delineated y i J\�':-+j .0y' 1' tyy `Z i a = Wet land flag found i i%}� a , ar = Wet land symbol --__/ ±�' ff( =Building setback - 401 front: 10' sides[ 50' rear d Hanson --- O R A I NAGE ANO UTI L I T Y E A S E M E N T i_ �'_.p-' 091 taj+ a o •500 Septic site all boring by Tredewall Soil Testing. Potential 5000 sq.ft. waste water treatment area / is♦ �' 2 1710 Drainage and Utility Easements - HP Front, Rear and Side Yard v w. o.u.....w S 88.44'01"E 1310.08 16.5' Wet Land Buffer _ ,.,. 17"L... I _ L'•'� .: STS: ® .1.. ..--^^^-^--- = Approximate edge of woods Bearings are based on the Anoka County Coordinate Systemll- w • I .••F ''• + SITE DEVELOPMENT SUMMARY N.A.D. 1907, 1996 Adjustment I OWNER, Jeffrey d Lynda Bergeron Gross site = 54.3 acres Topography shown from Anoka County G.I.S. d field verlfldation 16474 Hanson Blvd. NO Less Wetland A Buffers = 37.7 acres Andover, MN. 55304 Less Park\Open Space - 0.0 ao.es EXISTING PROPERTY DESCRIPTION Less Hanson Blvd. = 0.9 acres SURVEYOR: Randy L. Kurth Less Floodplain = 0.0 acres (all a wetland) The NI/2 of the NEI/4 of the NEI/4, except the Sly 330• of the Ely 660' h Less Road R\W = 1.9 acres together with the NWI/4 or the NEI/4 of Sec. 15, 7'.32, R.24. Kurt Surveying, Inc. Less Outlot A = 1.7 acres Anoka County, Minnesota, 4002 Jerreraon 5t. NE Columbia Heights, MN 5542t Net Site = 12.1 acres Phone, 763-700-9769 Number of Lots = 6 lots\units TOTAL AREA, 54.3= Acres kslOkurthsurveyinglnc.com Overall Density = 0.50 units\acre 100 Year Flood elevation from FEMA Panel No. 27003CO195E, effective 12/16/2015 - Elev.= 892 NAVO,1988 - Zone AE Road Length 1431 [In. Pt. Rema finder of property Is Zone X - minimal flood hazard. RMER.••SEt CO. CAST IRK W31i1 t. 2, M,71 Z O LJ J LSJ co L. - LL W we �- 69 \\. `\\ \ �, .}}-'��•`\yc' \ \` l , -"__I � I Irl1\I rn ! - -_ -'-`-. `\ -`89 \♦ \\ \\ I III 111111 II ! / ! / / /0 ma' _--'-- ` STIN I / / ----- �\ \ B \ 1 `-- `� �D'/ \\\ e \ _ d\l�ljJ I l 04Vf[>I, FPA ME J -0R 10 /;1\\ \\TORS!\ \\dA/��\9� III I III ve�:�l rdllll 1 / / m \ W �\ / -\ \ I 1 I 6 `\ I\I. \ 1 / 1 �' � 1 ♦\ _- � \e // I I ) 9 � � / I PROPOSED PROPERTY '016-_,_- I�I Vii Ip I- '� `.� 898, ``\ `\ • \� \ \\ ;;:i / l l \\ 908` I~<90a 4 �/I ♦ / 1'P♦ it �I� `-------� ��/ � //�j/// 1\ •.� p1, I FEMA FLOOD BOU�DARY �j I 1 I \ 1 / / � `` \�` I j 1 / `�,� `90p�\ \\ \\ m �' 1 1 ( /'.y //j%/ / EXIST -- 1 I� i I 1 1 ✓' �'' \ \ v / _\ / .a \ 9 \ \ \ . \ 1 �� I 1 1 I I / / ,/ / J / DRAF MELD \ `°I �. 0j`. �:'.. I I C4 I / / / ,___ 02- 2, s rn may g 134 \ 1 10 m� . I I / 1\/ EMOVE- LINE RIPE FOR rnro \ \ .-� \ 1 m m rn o ry i 'oo \ / .! / / `\ I I i 1-. \ `\ �J^ N LANES ASND_ S LANE- m / // /-g \\A `\ JC : I 1 � C RSTRUCTION, SE SHEET 13 �� 8\ • i I ase \` � I I / gg 33 ,t �, \ /�, / I /-. , \ \ I I ,-- ,_, l / I, \ I I � o SA�(CUT /pl IIniii / �i l l l + „ \\ .' yl 100 YEAR FEMA FLOOD=892.0 yf / / 1 j 11111 I I / / / / J / / / �)- 8 --- \ .-"' I, _ _ _ _/ I/ l ,' , / 1 / _9m1 90�i 111111 I 1 I / / / / 09 \ I m O m m c___' _> > \ J ' �, 2 .- 'h I \\ •Ory/l +lr �1,: I b+ O CQ', / \ \\ \ / • T• r-_L_i � �� I \VX \ i � / � � // / ��>: / I i \ REMOVE 68 LF OF i o I I I I I I II h' 4' -_-_ / CULVERT AND END / _. i 8g -1 I 4 I 11 -90 / / I �� -� / / / _.� , + \ I X111 S ' \\--' '/ �qA/i/ / / .,. / _- a \ I II .��• �� �� ^.69 I I II � I / / _ g5 / / _ l / � o � SECTIONS I ISI 11 i �' III U rn / r m / ter..\_- __tee g6' / / / ✓.:' / i \ m 1 \ _ II It 3� p2i RpPOSED RIGHT QF WAY If `o �� ---`� 1' ' / :p- / / ' \\ 1 / REMOVE 4NTERLINE STRIPE 1 •I I I I I 1 1 ' �<i - /I / \ I I _� 1 I\ I I 1 I �,9 �� �/ /�- _09 / . / \j 1 i I 1 I I "-- 1 FOR NEW ENTRANCE + I I I 0' SIU I I I ..: / / 1 I �� ,.. 11 I 1 / JJl 1 i�' I I I :;.:'/ i' 1 I ` I / ' 1/ ) \\`\ \\ I ,1T /'-/ % 1 4111 \ \\ \\ j DI I 101 l I X11 1 I I /!_y I I / / / I 11 89g�J/ 1 11 I j \ '`\ \��` / I I f I 11 l'_ 1 � l / / / /' I �' - 111 / / / / .J�°. .'t .: 1 / �•" /"`_ / I J / '- �� mlp r.:!1 .;:.Y..�:..:./ 1 J I / 1 oc' I ill 1111 I 596- ,// ri I 1� i % Il 11 i i EXISTING RIGHT OFAW6 1 \♦ `----' $ 0ND DRIVEWiN 1 / ill I -In lI` \ ` 9.18`\\ / \ 1 1 i'_°`a t_- moi' \ \\ __ I \\ 1f \I L� / \\ \\I \\ \+tr \\\` \ CENpERUNE i 1111 I -`--9901-------" ` \ I \ 02-------' I \9 \1 \\ I l\ \ \\ \\ \Si\TE\1804JNDARY �'� ��\ SECTION LINE .' �/ EDGE OF\PAVEI%EIN S LEGEND \ i i I II \Ij 1 f i - - EXISTING CONTOUR II 11 1111 �.... SAWCUT l , I 1 I i I // l l I I \ -•—• !-- FENCE UI-'' I X CLEAR AND GRUB TREE 1 I I l l 1-_i / / `---mss..: �..-.� -- TREE UNE /� CLEAR AND GRUB # DECIDUOUS' d\CONIFEROUS TREE BITUMINOUS REMOVAL I j II j 11 i t —w - --DELINEATED WETl:.AND J 1 I 1 ® GRAVEL REMOVAL \ 1 g II I I I \ 'F i \ PROPERTY UNE I 1 �� // SB -1 4`\SOIL BORING/PIEZOMETER / P_phl— OVERHEAD POWER U� II 1 I E`\ I // FROM GEOTECH REPORT T 50 1 o 60 1100 1 11 ill STORM SEWER ♦ APRON SCALE IN l R. 1l - 1 GRAVEI'- -BUILDING_____._____- DATE I REVISION I hereby eertlty that this plan, specification, or report was 9/10/18 1a MIENCOMMENTS prepared by me;. under my dlreot:upervlede and that I are a du tensed Proles lanai direct 1 L le CRY M0. 2 AND CDIAIIY Ee/ILw IY 9 mese under Me t.Wehat of the Stat er Mtn sora. NSM m C'ii Hakanson Anderson Civil Engineers and Land Surveyor '-- 3601 Thurston Ave., Anoka, Minnesota 55303 ESTATES AT CEDAR RIDGE EXISTING TOPOGRAPHY AND REMOVALS PLAN SHEEy a oP NEEP. BJC RAI J. JOCHUM, P.E. L2 Date 7L2311 Llc. No. 23461 ... 763-427-5860 FAX 763-427-0520 www.hakonson-andemon.com CITY OF ANDOVER, MINNESOTA 18 sxEErs a®a TAE 4257.01 E ----------------- T-y--/- I \ \ ♦` __-_- it n'Cin ie/--_____--_`--�'i'r��\111,1 III I / I---------------- _ 11 111 -1 r-- h-��- It / 1 1 / / \ '898- --- _ /\----�--�--------- 1 _ 11 o III IIII'I n 111 III N. I i r4 --I It \ I1 I I I �11111I / WEVAND No.]_ `I ,/1 NWL=892.0 T` I - // / / I I I 1 t\ w \\\\ \` / T /-`- \ \ `. SU R YR=89 1 \`- / I I \ \ \ 1 g1p FUTURE LOT LINE � �1 - / \ � L \ \ i OV FLOW=B 8, �\ �l /cpV / I I I I 1 1 \I i 3 / ♦ I I 1J 1 o 56 100 11 I I �� - \` `�+ ` �\ -� // // 896 \B9 I\ B� / 'i j '•� l I 1 ' / I / 1 \ I ' 1 1/ ///{`/1 \ III III 1 1 / \ ♦ LOT 2 \ �i / \ I 9) \S \I 1 1 II II I 1 / _-_- ♦ i \- y 1 I 1 \ \ 1 / / / ♦ 9n. I 5`\ I 1111111 SCALE n1 rr. 11 I I / / �\ \ \ �,' ,�- \� I\ / , ; k \ \ I �I I/ / \ SITE TRIANGLE 1,350' oma'`; I 1 y1j11 \♦ 11 1 I I / / ._ 1.896. // \\ TO CENTERLINE OF\d �' 'I + I f 111111 e,s„ --- I / , SOUTH BOUND LANE /1 m j.l I I 1 1 I / _ \ C8g �� CUS M e,.m - . \ TO IKINIMIZE IMP CT ���'•I �/ \ + 1 I 1 1 / / ,' � � �� `\ �� \GRA/� I / ` ONSTRUCT 4 FO 4 AR @� 1 \ ��� \ .\ \ \ FBI / - \ S{p /"g// ♦ 9'I 1 1 I I \ IAN 1:3 AGK PE _ 7 % ��. - 0 1 1 / i� 1 1 /LOT 3/ _ ---� 9Op� \,A `\ LR=89 :0 /' _ STA. 7+50 0 5+20 Her/ // �9 \ 9 I j 1 I FEMA FLOOD BOUNDARY I 1 / 's 9 0\ / // -� I IL\ i IID I I I 1 ♦ / --- � �� ♦ \ LO B / m ^i I SOUT BE; �,A ITHEI -E / / / � 1 ♦ b! 13 / 1 i N40 .4 (I o+ I / II T \ 9p �♦ \ \` 1 AND 7+50 i#0 0\ I .%/' / 9 .-/ -t-�_ylb Jlll I III IN 2- \ P\ `\ 1 Y!FlLTNTOVEIiFLOW ",8 > _ i NORTH SIDEV ` T "'\"ya,00 a , I \ 1 III I 1 \ _- -.,INV- 45\8 ti' -- _°" , rnm S9p6' �' ��.�-\,9p5 _ `♦ /I .w IINOI 1 SQ a°°`sl+ I \�� / ♦ ' 1 I \\ ♦ \_ -'C"T I 1 0 I 111 `k }a / h \ EQFP898.13 -�� �- I 1 \ ♦\\♦ 5-'-` �IN _-g0 V O II \ I t I m m m w .4 �}�1',OE, O i ,o0 . f MAILBOJF --L °jo ♦ I I I I \ I G I �O \ II II �'/ ` � � 11\ 1 \ Ll 1 I St^g0a' 'rJ / s�ii°0 / / /-`� � �' - \ \ - .� � __ ._.•;• Y,--` r-- I ♦°' / ;8 \ `•\\ \ l l (/i Oa' �. l / /,�Y l/ _ / I I . v' /_ 2- i I I ♦ I I `_ --- el rli Will 049 _ to 1 111111] 1 �gOg ' // / -- - / / 1 1 //. , \ / \i `♦ 100 YEAR FEMA FLOOD=892.0 y f 1 \������4''� / / � � -, ' J / i` 'r ' � 1 ` N. 1 ! ./{V/ ✓✓✓ �/-- 11 / / / � F-9 \ 1 /o SEE SHEET 8 FOR N 1I I l l I \\J/ / `--` J. ,/J / / //i'r> - -- 4�1 p WEST PORTION OF SITE i , //// }\ 11y1`I l J// / 0 O se-z.p �' a / o / / / /// -- ry 1 V./ / {PRAP 4' � / � ♦ r , -,- ,0q,9 qq',/C�/ , `a -\ / ♦ I IIq LOT 4 �/ / + ,r 11 1 j ' n��l ` // �Y / \- - -- 4 FT. WIaE `� / /VyELCAI I°1'�"j Oa " X01'' --� ---- -- /iNF1CTRATION / /$ ,-= -_ \ J 10' WIDE OVERFLOW 8 RM AT 896. / j / Y712 P /, / i9,, \„ \-I - 901- 8o_- Z 1 z TI 111 FOO / r --- -A \ \ Y 1 I 894.0 ( ,M) ,' t \ 1 / _ O 895.0 SEE 1/ i// // 00/ YR=885.2 1 . - // / // r.'' < I \ m 9 I --- / // / / 1 \ ROCK ENTRANCE /(Z)/ 100 Yfi=B I Zvi I / / / l r .' 9 / ,/ / / _ \ PAVEIDRIV YS TO RIGHT OF WAY „- ��ggg6"l�l a, II �•' ,/ i' I J / _ _ ,89g� / / / ..j / o EWA II > 0 1 _WETLAND NO.3 , h U ��// 1 •( ,yam/ i 89099 O 1 \♦- - I m .-r..� 0 6 / / / / /: ` / . ,F ^�\ m2.5 INCHES OF\2360SPWEA240C i I l NWL=892.0 1 Q� 0� 90 i 96' YOT 1 111 1 i _' -�Y'g9 �,/ /� / 'WEAR/COURSE \ 1 ��Ili m n ilf-. m2 I 1 I ,/� �v0 /f- I� 2 100 YR=893.41 r�7 1 - 1 I ` l / .9 \�/ Yet E -.• � / O 0 0 4 FT. WIDE Ill OVERFLOW=894.5 le I / �� BERM AT 896.3 11 1 OUTLOr A BLOCK 2 1 1 t♦ / \�>� \. i \I\N I° 1 j \' y 1,11 _ I 1 \ \ \\/'�ITTOIE TCIENTERLINE ANGLE 5 � Fp89Ap \ 1 I1 / / / 90\ / /� / - J I 1I 1 11 \1 O NORTH BOUND LANE \ / I I I R/CP ,89a� 1 11 1 ! f D I 1 .2 / / r: ti - / I r 1 / a 1 ml 1 o I 1 \� /sale , t l l (1 ! L=89A0/ / / / f 1 11 1 y0 I I 1 1 ;BAT 1 1 - 11 / 2 10 YR= >f y2 • '7 / /` - I / ml� + 111 1 O!vi ¢ 1 11 O s / /�~ I ,/ / / / �' I "gym N 1 11 m?� m0 • . \ SI TRN002 /WETLAND 2 0 LO . OVF L�O}� / .8> / 1 / I / - % jo- VIII 1 I II / ♦ N / 1��7kyj�5 1 _ ''� // ! / / / I I I / all I �' -, X \ 1 c / r) ♦ 6�' / I I % % I I 11 1 / i' E 1111 I 1 1� \\ On DRIVEW�4 1 � ; ; , \ I I 1 _es, I 1 I I I (m IN ELIDING d -FROM)-' 1�� qC �CL-Vj0.60% JIPRf�-'--^-� I \ ♦�-�i^ -_': \_ 1 \__+ I 1 1 I 1 \ \ \ N. - ----900------' I \ \ II \\ ♦\ \ ` l \I III 1 + 11 tae --__-- Lam- 'i-== _-987-- \` IN V= _-I' l - - \� NqAR -902-.------ \ \ \ \ �` r / `, ♦\ \ \ \. \. / ' --- I \ 1 SECT 10 LINE - - - -\. ��� N. ♦`. +II ,� 11 1 I \ I ° GENERAL NOTES: LEGEND ---®-- EXISTING CONTOUR r 1. ALL DISTURBED AREAS REQUIRE 4" OF SALVAGED TOPSOIL, SEED, FERTILIZER AND EITHER TYPE 1, DISK 10. DEVELOPER/CONTRACTOR SHALL REMOVE ALL EROSION CONTROL -eve- PROPOSED CONTOUR ANCHORED MULCH, OR CATEGORY 3 EROSION CONTROL BLANKET. TURF ESTABLISHMENT SHALL CONFORM FEATURES UPON ESTABLISHMENT OF PERMANENT VEGETATION AND X a9a.s PROPOSED SPOT ELEV - - - - - EASEMENT LINE TO MN DOT STANDARD SPECIFICATIONS. AREAS REQUIRING EROSION CONTROL BLANKET DO NOT REQUIRE INLET PROTECTION SHALL BE REMOVED BY CONTRACTOR PRIOR TO INLET PROTECTION DEVICE -._. _. ® -SETBACK LINE n TYPE 1 MULCH. ALL AREAS, EXCEPT THE INFILTRATION BASINS, SHALL BE SEEDED WITH MIX 25-131. WINTER FREEZE AND REPLACED IN SPRING IF SITE VEGETATION 15 NOT PROPOSED CATCH BASIN TREE LINE INFILTRATION BASINS SHALL BE SEEDED WITH MIX 33-262. ACHIEVED, OR AT THE DISCRETION OF THE CITY ENGINEER. 3 2.SEE SHEET 2 FOR TYPE AND APPLICATION RATES FOR MULCH, SEED AND FERTILIZER. 11. ALL FILL AREAS SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEER. OD PROPOSED STORM SEWER t DECIDUOUS k CONIFEROUS TREE 3. ALL CULVERTS, UPSTREAM AND DOWNSTREAM, SHALL BE STABILIZED WITHIN 24 HOURS OF POTENTIAL 12. A POST CONSTRUCTION TEST WILL NEED TO BE PERFORMED TO MANHOLE STO DISCHARGE. VERIFY THE ASSUMED INFILTRATION RATE FOR BASINS NOA NO.2. FBWO FULL BASEMENT WALKOUT _ PROPOSED STORM SEWER -w - DEUNEATED WETLAND FBLO FULL BASEMENT LOOKOUT 5 4. ALL SLOPES SHALL BE 1V:4H OR FLATTER. B GARAGE FLOOR ELEVATION PROPOSED APRON PROPERTY LINE 5.THIS PROJECT IS LOCATED WITHIN THE LOWER RUM RIVER WATERSHED MANAGEMENT ORGANIZATION LF LOW FLOOR ELEVATION PROPOSED CONCRETE CURB p -OH- OVERHEAD POWER LINE BOUNDARIES. REFERENCE NOTES: ✓k GUTTER PER CITY DETAIL NO. 501 ' LO LOOKOUT ELEVATION 6. TOPOGRAPHIC SURVEY WAS COMPLETED BY KURTH SURVEYING, INC. IN JUNE 2018. iQ PRIOR TO EXPORTING MATERIALS OR DEBRIS, CONTRACTOR SHALL GRAVEL 7. CONTRACTOR SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE MPCA PRIOR TO THE START PROVIDE A ROCK CONSTRUCTION ENTRANCE PER CITY DETAIL NO. 605 FILL AREA Tri SILT FENCE PER CITY DETAIL N0. 801 a h BUILDING $ OF CONSTRUCTION. RI SHEET 4. SB -1 ¢ SOIL BORING/PIEZOMETER FROM GEOTECH REPORT. 0 & SEE SHEET 2 FOR LOT TABULATION. ®RIPRAP REQUIRED AT OUTLET, PER CITY DETAIL NO. 411A ON SHEET 3. � 16.5' TEMPORARY BUFFER a 9. ALL CONSTRUCTION SHALL CONFORM TO THE STORMWATER POLLUTION PREVENTION PLAN, Q SEE CITY DETAILS NO. 604 AND N0. 619 ON SHEET 4. ISTS 501 INDIVIDUAL SEWAGE TREATMENT SYSTEM BORINGS DATED JULY 23, 2018, OR LATEST REVISION PREPARED BY HAKANSON ANDERSON, INC. ®ELEVATION SET TO WETLAND 2. _ MAINTENANCE VEHICLE ACCESS DATE REVISION I hereby certify that This plan, spacillcerlon, or report was ®Ole I SHEET r "11-1 1e 1e a1Yentire 9 prepared by c a under my diner seer under and that I QJJ - ---- - Hakanson Anderson GRADING, DRAINAGE AND 7 ° 1 n CITY O.,/EYf Ma ] em a duly tensed Proles Ienel Engineer under rhe laws E of m. sror of um :ore. Milk Civil Engineers and Land Surveyors g Bic '-_ 3601 Thurston Ave., Anoka, Minnesota 55303 ESTATES AT CEDAR RIDGE EROSION CONTROL PLAN OF RAI J. JOCHUM, P.E. ... 763-427-5860 FAX 763-427-0520 18 0 Dats 7/23/1 Ue. No. 23461 TAE www.hakanson-andomon.com CITY OF ANDOVER, MINNESOTA SHEETS 4267.01 FUTURE LOT LINE so 0 I 58 100 SGIE pl IT. FEMA FLOOD BOUNDARY GENERAL NOTES: / I \ 1. ALL DI57URBEDAREASi REQUIRE 4' OF SALV GED TOPSOIL, SEED, FERTILIZER AND l�1THER TYPE 1, DISK ANCHORED MULCH, OR"ATEGORY 3 EROSIO CONTROL BLANKET. TURF ESTABLISHMXNT SHALL CONFORM TO MN/DOT STANDARD SPECIFICATIONS. AR REQUIRING EROSION CONJROL-BLANKET DO NOT REQUIRE TYPE 1 MULCH. ALL AREAS, EXCEPT THE IN LTRATION BASINS, SHALL -BE SEEDED WITH MIX 25-131. J� \ INFILTRATION BASINS SHALL BE SEEDED WIT MIX 33-262: -- i 2. SEE SHEET 2 FOR TYPE, L D APPLICATION RATES fOR- MULCH, SEED AND FE}iTILIZER! // \ 3.ALL CULVERTS, UPSTRL/AM AND I DOWNSTREA4,SNALL BE STABILIZED WITHIN 24 HOURS OF POTENTIAL TO DISCHARGE. l, // 4. ALL SLOPES SHALL BE 'IV:4LI-OR FLATTER. 5. THIS PROJECT IS LOCATED WITHIN THE LOWER RUM RIVER WATERSHED MANAGEMXl1T- ORGANIZATION BOUNDARIES. ,. �\ J"-� / �\` / \\ 6. TOPOGRAPHIC SURVEY WAS COMPLETED BYURTH SURVEYING, INC. IN JIUNE- 2018. \ 7. CONTRACTOR SHALL OBTAIN AN NPDES CONSTkUCTIOJY/PERMIT FROM THE MPCA PRIOR TO THE START \ OF CONSTRUCTION. / \\ B. SEE SHEET 2 FOR LOT TABULATION. / \ 9. ALL CONSTRUCTION SHALL CONFORM TO THE STOIRMWATER POLLUTION PREVENTION PLAN, DATED JULY 23, 2018, OR LATEST REVISION PREPARED-BY-Tli A SkON ANDERSON, INC. \ \ 100 YEAR FEMA FLOOD=892.0 10. DEVELOIPER100NTRACTOR SHALL REMOVE ALL EROSION CONTROL FEATURES UPON ____ --____ ESTABIJ HMENT OF PERMANENT VEGETATION AND INLET PROTECTION HALL BE REMOVED�16a t \ CONTRACTOR PRIOR -TGwWIKT£IL FREEZE. AND REPLACED IN §PIPING � SITE VEGE�IOK" IS NOT ACHIEVED. -PR AT DISCRETION OF\CITY ENGINEER. /--- /J--- /'-�'�--� 11. ALl.-F'(LC 7iREA5 SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEF,R: �„ ��• \`� 1 • \\ 12. Ar POST CONSTRUCTION TEST WILL ABED TQ BE PERFORMED-TYYVERIFY THE ASSUMED INFILTRATION RATE FOR BASINS NOA INO.2. /J----- RgERENCE NOTES: 1Q PRIOR TO EXPORTING MATERIALS OR DEBR`IIS,\FONTRACTOR SH/CLL PROVIDE A ROCK CONSTRUCTION ENTRANCE PER CITY DETAIL NO. 605 ON *EET 4. 1 \\ t1 © RIPRAR REQUIREDJAT OUTLET, PER -/CITY DETAIL NO. 41 IA ON SHEET 3. O3 SEE CItY\DF,TAILS NO. 604 ANDJNO. 619 ON SHEET 4. " J LEGEND X 8283 PROPOSED SPOT ELEV 11---eee-- 69STIN eVCONTOUR ® INLET PROTECTION DEVICE 3 _ PROPOSED UNE CONTOUR ® PROPOSED CATCH BASIN O -.-.-.- SETBACK\ LINE OD PROPOSED STORM SEWER TREE LINE\\ MANNOL,E \\ \ \\ _„— PROPOSED STORM SEWER I� DECIDUOUS 3 CgNIFEROUS TREE --- /\\ / Ill PROPOSED APRON i w DELINEATED WETLAND \ PROPOSED CONCRETE CURB PROPERTY LINE & GUTTER PER CITY DETAIL NO. 501./ —P_OH— OVERHEAD POWER LINE _____-- - -- ” _�• -0-0-6-SILT FENCE PER CITY DL4Alh0. 601 GRAVEL �e.� .-''ms's•.-��—� _MAINTENANCE VEHICLE ACCESS © BUILDING ---------� LOT 4 II rI-1-111-1 /7 / \J 9^^i J �\ \ x r` J J \ r BIUNDARY \ 1 l \\ I 1 1 1 1 ! I I I ! 0a do to m SEE SHEEP/7 FOR it g I I I j l EAST POF�ION OF SY.TE If i Y i / it SITE DEVELOPMENT SUMMARY D- FILL AREA \\\ (/ \ \ s 16.5' TEMPORARY BUFFER \\ ,%i SB -1 SOIL BORING/PIEZOMETER FROM GEOTECH REPORT. ISTS 501 INDIVIDUAL SEWAGE TREATMENT SYSTEM BORINGS FHWO FULL BASEMENT WALKOUT '01 FBLO FULL BASEMENT LOOKOUT / GF GARAGE FLOOR ELEVATION % LF LOW FLOOR ELEVATION / LO LOOKOUT ELEVATION 7 / I � \ t \ _ 1 � \ 1 GROSS SITE = 54.3 ACRES . I / LESS WETLAND h BUFFERS = 37.7 ACRES \ \ I LESS PARK/OPEN SPACE = 0.0 ACRES LESS HANSON BLVD. = 0.9 ACRES \ \ \ I LESS FLOODPLAIN = 0.0 ACRES (ALL A WETLAND) \\ LESS ROAD R/W = 1.9 ACRES\\ \\\ \ \\ \\ \\ LESS OUTLOT A = 1.7 ACRES \\\ NET SITE = 12.1 ACRES \ NUMBER OF LOTS = 6 LOTS/UNITS OVERALL DENSITY = 0.5 UNITS/ACRE \ 1 1 ROAD LENGTH = 1431 LF \ I it n V 3 E UAIL I K4v1]IVW I nenay oernty that IDIS plan, speclflaathm. or report was 812,8 a,ygg1e1on, pnpared by me or under my dlreef suparvlelon and that I 1e alY I,g. = am a duly, tensed Proles lona) Englneer under the Iowa of the stat of Mm cora. ®m! CJJ - --- Hakanson Anderson Civil Engineers and Land Surva ore - - — --- - - --- _ -- -- ESTATES AT CEDAR RIDGE GRADING, DRAINAGE AND EROSION CONTROL PLAN 511Ea or MAN It. BJC _ '-- 3601 Thurston Ave., Anoka, Minnesota 55303 = �ej RAI J. JOCHUM, P.E. ... 763-427-5860 FAX 763-427-0520 CITY OF ANDOVER, MINNESOTA 18 aiome. Date -7 L1c. No. 23461 TAE www.hokonson-andemon.com SHEETS 4267.01 1 �fiifii•� Oi ♦ �•fefffl•�l••leeffep �•ii•Oii•O Oi e♦♦eer . •�0000000� i t�-_���� W4 •,!•moi fc,a i Uf H•fel♦ loaf lfl .•••ffff I /w ^----� r , I / I / 1 I r 1 1 \ I oot W4 •,!•moi fc,a i Uf H•fel♦ loaf lfl .•••ffff efel,f ..ra pf lfl•Pa f.Of ". ••fefff•••l•�. rf f•JJ• ;�•e,O.wc,A ...•v i..a WIN. I f!� ♦♦HHO �e f.ff a•. •e•lf •fOefJ<fJOJf•• �f .e �{ 40f•.`� •ll•l<lJi � �J11• pp' r.1•J': 4•ff•�°•.�, rjfi•ff,• i 1 I 'i e•r; � Je.. a -f .+ r0•ieeiiii°ifiiiiiii•Oi•�•iii i•Oii��piiiii' I �1 ♦♦ef effleelf lf••eeel•l•e•ffefll•FFFY !�•iiioieiii•�•�•ifsi•�•i•�•iii•J•iiriiii°�•i•�•i•� lffeeeeef ♦f •eeefllee♦♦•1•lf011ef 4' ♦f elle♦ff lel•fe••♦♦♦eelf♦♦•eelJ♦ ifeef ♦e•f ffeeeele♦elft Dllff•ee♦♦ �#,•���f♦:f • l Aellelweeeee?ewel!lr�e•ee!•!❖w• •j!� i lffll �1f000 i0•i•O�°��i 1•l� rHl°lei lel l lo•eef r♦l'f♦♦1♦ �`lf •ff•ee pefl„0 def/e0eepf ���pfleleleeelel< ./I ee •lelfe4 �01•llelHe 1e�lelelf♦ �•i. eplf. •1 ��f°ei \\ � •l e O lfJef< '•l•♦H•eae 1 �esel0fla• 1 ♦JcOOef •lla / illelale♦ F. •�f 1,0J♦ TREE PROTECTION IiIi I IIIIIII61111111'Ill - • 1' - III� IIII IIIIIIII 111111 IIII • 1• 1 • i.bf°e°l DELINEATION DELINEATION I. STANDARD 48" HIGH SNOW FENCE OR ORANGE SAFETY • :.N 4" WIDE MAY BE USED AS PASSIVE TREE PROTECTION OR APPROVED EQUAL PASSIVE TREE PROTECTION MAY ONLY 1 TO DELINEATE DISTURBANCE.SAVE AREAS WHICH ARE REMOTE FROM AREAS OF LAND 3.STEEL POSTS AS NEEDED. 4.DELINEATION OF TREE LINE PROTECTIONEXTEND PROTECTIONCONTINUOUSLY THROUGH ACROSSSURROUND INDIVIDUAL SPECIMENS AS NOTED, OR EXTEND 1 THE ENDS1 6- BACK FOR 1 RECEIVED JAN Z F CITY OF ANDOVER 18' MIN. 4" TREE SAVE 12 MIN. T AREA 1. SIGN TO BE PLACE 100' O.C. ALONG FENCE THRU WOODED LOT AREA, ON INDIVIDUAL SPECIMENS WHERE NOTED, AND ONE ON EACH TREE LINE AREA TO BE SAVED. SIGNS TO BE AFFIXED TO STEEL POSTS. 2. ALL PASSIVE TREE PROTECTION MUST BE ACCOMPANIED BY "KEEP OUT" OR "TREE SAVE AREA" SIGNAGE. TYPICAL SIGN NO SWE GENERAL NOTES: 1. ALL TREES SHOWN IN THE TREE SAVE AREA SHALL BE PROTECTED. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE WOODLAND SIDE OF PROTECTIVE DELINEATION WITHOUT APPROVAL BY THE ENGINEER. 3. ERECT PROTECTIVE DELINEATION CONTINUOUSLY ALONG DRIP LINE OF SIGNIFICANT TREES CLOSEST TO STREET RIGHTS-OF-WAY. FINAL LOCATION OF DELINEATION SUBJECT TO APPROVAL BY ENGINEER IN THE FIELD. SECURE DELINEATION TO METAL POSTS AT A HEIGHT OF 4 FEET. 4. GRADING SHALL COMMENCE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN COMPLETED AND ALL CONTRACTORS HAVE BEEN BRIEFED ON PRESERVATION TECHNIQUES AND PROCEDURES. 5. NO TRENCH FOR UNDERGROUND UTILITIES SHALL BE PERMITTED ON THE WOODLAND SIDE OF PROTECTIVE DELINEATION. S. IF PRUNING IS NECESSARY, PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON FOR SPECIES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF TREE REPLACEMENT RESULTING FROM DAMAGE TO TREES WITHIN PROTECTED AREAS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTIVE DELINEATION AND SIGNS IN GOOD REPAIR THROUGHOUT DURATION OF PROJECT. 9. ALL UTILITIES INSTALLED AS PART OF THE DEVELOPMENT WILL BE WITHIN STREET RIGHTS-OF-WAY OR UTILITY EASEMENTS. 10. CONTACT THE CITY FORESTER (ENGINEERING DEPARTMENT) AT 755-5100 TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY FORESTER/TREE INSPECTOR PRIOR TO ANY LAND DISTURBANCE. 11. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. 12. ORANGE POLY SAFETY FENCE OR ORANGE SILT FENCE SHALL BE LOCATED AT THE OUTER PERIMETER OF THE DRIPLINE OR AS DIRECTED BY CITY FORESTER. REFERENCE NOTES: 1Q ALL OTHER TREE PROTECTION SHALL BE PASSIVE. ..._. __, _-...., ..._..'d` r._... -r-- -. ..r... ot— aa,r•Ic _ SHEET e 1e 10 an oaem 11 pM,h.d ny me 0r under my EI E :uparvi•ion and that 1 CJJ - Hokanson Anderson TREE PRESERVATION PLAN 9 ,! OnT REYew N0. 3 am a duly c•n•en sot 10ne1 Engineer under ih• los — - •/ m. scat e/ min sofa. uee P. Civil Engineers and Land Surveyors BJC '-- 3601 Thurston Ave., Anoka, Minnesota 55303 ESTATES AT CEDAR RIDGE °f a®e . . . 763-427-5860 FAX 763-427-0520 18 Date 7/23/1 RAI UM,Lia No 23461 TAE www.hokonson-andemon.com CITY OF ANDOVER, MINNESOTA seeErs 4267.01 /w ^----� ,\ �IIII� efel,f ..ra pf lfl•Pa f.Of ". ••fefff•••l•�. rf f•JJ• ;�•e,O.wc,A ...•v i..a WIN. I f!� ♦♦HHO �e f.ff a•. •e•lf •fOefJ<fJOJf•• �f .e �{ 40f•.`� •ll•l<lJi � �J11• pp' r.1•J': 4•ff•�°•.�, rjfi•ff,• i 1 I 'i e•r; � Je.. a -f .+ r0•ieeiiii°ifiiiiiii•Oi•�•iii i•Oii��piiiii' I �1 ♦♦ef effleelf lf••eeel•l•e•ffefll•FFFY !�•iiioieiii•�•�•ifsi•�•i•�•iii•J•iiriiii°�•i•�•i•� lffeeeeef ♦f •eeefllee♦♦•1•lf011ef 4' ♦f elle♦ff lel•fe••♦♦♦eelf♦♦•eelJ♦ ifeef ♦e•f ffeeeele♦elft Dllff•ee♦♦ �#,•���f♦:f • l Aellelweeeee?ewel!lr�e•ee!•!❖w• •j!� i lffll �1f000 i0•i•O�°��i 1•l� rHl°lei lel l lo•eef r♦l'f♦♦1♦ �`lf •ff•ee pefl„0 def/e0eepf ���pfleleleeelel< ./I ee •lelfe4 �01•llelHe 1e�lelelf♦ �•i. eplf. •1 ��f°ei \\ � •l e O lfJef< '•l•♦H•eae 1 �esel0fla• 1 ♦JcOOef •lla / illelale♦ F. •�f 1,0J♦ TREE PROTECTION IiIi I IIIIIII61111111'Ill - • 1' - III� IIII IIIIIIII 111111 IIII • 1• 1 • i.bf°e°l DELINEATION DELINEATION I. STANDARD 48" HIGH SNOW FENCE OR ORANGE SAFETY • :.N 4" WIDE MAY BE USED AS PASSIVE TREE PROTECTION OR APPROVED EQUAL PASSIVE TREE PROTECTION MAY ONLY 1 TO DELINEATE DISTURBANCE.SAVE AREAS WHICH ARE REMOTE FROM AREAS OF LAND 3.STEEL POSTS AS NEEDED. 4.DELINEATION OF TREE LINE PROTECTIONEXTEND PROTECTIONCONTINUOUSLY THROUGH ACROSSSURROUND INDIVIDUAL SPECIMENS AS NOTED, OR EXTEND 1 THE ENDS1 6- BACK FOR 1 RECEIVED JAN Z F CITY OF ANDOVER 18' MIN. 4" TREE SAVE 12 MIN. T AREA 1. SIGN TO BE PLACE 100' O.C. ALONG FENCE THRU WOODED LOT AREA, ON INDIVIDUAL SPECIMENS WHERE NOTED, AND ONE ON EACH TREE LINE AREA TO BE SAVED. SIGNS TO BE AFFIXED TO STEEL POSTS. 2. ALL PASSIVE TREE PROTECTION MUST BE ACCOMPANIED BY "KEEP OUT" OR "TREE SAVE AREA" SIGNAGE. TYPICAL SIGN NO SWE GENERAL NOTES: 1. ALL TREES SHOWN IN THE TREE SAVE AREA SHALL BE PROTECTED. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE WOODLAND SIDE OF PROTECTIVE DELINEATION WITHOUT APPROVAL BY THE ENGINEER. 3. ERECT PROTECTIVE DELINEATION CONTINUOUSLY ALONG DRIP LINE OF SIGNIFICANT TREES CLOSEST TO STREET RIGHTS-OF-WAY. FINAL LOCATION OF DELINEATION SUBJECT TO APPROVAL BY ENGINEER IN THE FIELD. SECURE DELINEATION TO METAL POSTS AT A HEIGHT OF 4 FEET. 4. GRADING SHALL COMMENCE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN COMPLETED AND ALL CONTRACTORS HAVE BEEN BRIEFED ON PRESERVATION TECHNIQUES AND PROCEDURES. 5. NO TRENCH FOR UNDERGROUND UTILITIES SHALL BE PERMITTED ON THE WOODLAND SIDE OF PROTECTIVE DELINEATION. S. IF PRUNING IS NECESSARY, PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON FOR SPECIES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF TREE REPLACEMENT RESULTING FROM DAMAGE TO TREES WITHIN PROTECTED AREAS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTIVE DELINEATION AND SIGNS IN GOOD REPAIR THROUGHOUT DURATION OF PROJECT. 9. ALL UTILITIES INSTALLED AS PART OF THE DEVELOPMENT WILL BE WITHIN STREET RIGHTS-OF-WAY OR UTILITY EASEMENTS. 10. CONTACT THE CITY FORESTER (ENGINEERING DEPARTMENT) AT 755-5100 TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY FORESTER/TREE INSPECTOR PRIOR TO ANY LAND DISTURBANCE. 11. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. 12. ORANGE POLY SAFETY FENCE OR ORANGE SILT FENCE SHALL BE LOCATED AT THE OUTER PERIMETER OF THE DRIPLINE OR AS DIRECTED BY CITY FORESTER. REFERENCE NOTES: 1Q ALL OTHER TREE PROTECTION SHALL BE PASSIVE. ..._. __, _-...., ..._..'d` r._... -r-- -. ..r... ot— aa,r•Ic _ SHEET e 1e 10 an oaem 11 pM,h.d ny me 0r under my EI E :uparvi•ion and that 1 CJJ - Hokanson Anderson TREE PRESERVATION PLAN 9 ,! OnT REYew N0. 3 am a duly c•n•en sot 10ne1 Engineer under ih• los — - •/ m. scat e/ min sofa. uee P. Civil Engineers and Land Surveyors BJC '-- 3601 Thurston Ave., Anoka, Minnesota 55303 ESTATES AT CEDAR RIDGE °f a®e . . . 763-427-5860 FAX 763-427-0520 18 Date 7/23/1 RAI UM,Lia No 23461 TAE www.hokonson-andemon.com CITY OF ANDOVER, MINNESOTA seeErs 4267.01 a' OPA 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners FROM: Joe Janish, Community Development Director SUBJECT: PUBLIC HEARING: Consider the Preliminary Plat of Catcher's Creek East — Lot 5; the North 160 feet of Lot 6; the North 673.01 feet of Lot 8; and, Lot 9 Auditor's Subdivision No. 141, Anoka County, Minnesota — Mark of Excellence DATE: March 12, 2019 INTRODUCTION The Planning and Zoning Commission is asked to review a revised Preliminary Plat for Catcher's Creek East. The proposed plat contains 43 urban residential lots as proposed by Mark of Excellence. This is a revision to the original Catchers Creek East Preliminary Plat which was reviewed by the Planning and Zoning Commission in 2018. These revisions includes the elimination of Butternut St. NW and provides for an extension of University Ave. Other modifications have been made that will be outlined further in the report. DISCUSSION Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. The property is currently zoned R-4, Single Family Urban Residential. Highlights of Changes A. Access moved: After the approval of the Preliminary Plat in 2018, the developer was able to negotiate the purchase of property in Ham Lake. This has allowed the developer to move the access for the proposed development to an alignment with University Avenue. Planning and Zoning Commission members may recall from the public hearing that some residents in the area preferred an access at University Avenue vs. Butternut Street. From a traffic transportation stand point, this provides for better traffic movement in the area and allows for the removal of the proposed continued connection of Butternut Street to Andover Blvd. B. Removal of Outlots: The applicant removed the proposed Outlots along the west property line. C. Removal of "Eyebrow": The applicant removed the proposed "eyebrow" which had been proposed in the northeast corner of the development. Street Access Public street access to Catcher's Creek East would be provided from Andover Blvd. A temporary Fire Lane will be constructed on the west side of the proposed development, as required by the Fire Department. This temporary access would be removed in the future when the property to the west develops, creating additional access to the proposed development (144h Lane and 144" Blvd). The streets will conform to the city's standards (33 feet wide within 60 feet of right-of-way). The applicant has removed the proposed "eyebrow" from the previous version of the preliminary plat. With the extension of University Avenue, a portion of the right-of-way will be located within the City of Andover and the other portion will be located within the City of Ham Lake. City staff has included a condition that the ROW needs to be secured as part of the resolution in order to provide access to the property. Anoka County Highway Department (ACRD) has required the developer to provide for a right turn lane into the development. The applicant is providing for a dedicated left out and right out and through lane to leave the development. Both cul-de-sacs for 144"' Lane and 144' Ave will be designed to be temporary. The temporary cul-de- sac is designed smaller than a permanent. Separate easements would be recorded for these cul-de-sacs that would be vacated with the future extension of the roadways. Anoka County Highway Department (ACED) ACHD is in the process of reviewing the applicants submittal. The applicant has currently submitted plans which include the construction of a right-hand turn lane. Condition 2 of approval requires the applicant to conform to the requirements of the Anoka County Highway Department. Sewer and Water Access Water and sewer for this development will be obtained from the south. Staff has requested from the developer the status of obtaining a right of entry or temporary easement from the property owner along Butternut Street NW, south of the plat, for construction of the sanitary sewer and water main. The construction method for sewer and water from south of Coon Creek could vary from open cut if right of entry or temporary easement is obtained; if not obtained directional boring would occur. A draft condition of approval restricts utility work until the developer has developed a resolution on the process in which the sewer and water extension will be installed. Coon Creek Watershed District The Coon Creek Watershed District completed the review of the revised preliminary plat. Their comments have been attached for your review. The applicant will need to satisfactorily address all comments prior to the submittal of the final plat. There are wetlands and floodplains on the property. According to the Coon Creek Watershed District report, no wetland impacts are proposed. A significant area of the 100 year floodplain (which consists of both floodway and flood fringe areas) and the 500 year floodplain exist along Coon Creek, as shown on the grading plan. Portions of the 100 year flood fringe and the 500 year floodplain areas will need to be removed from the floodplain due to the proposed construction of homes within the area. It will be the responsibility of the developer to apply for a Letter of Map Amendment (LOMA) through FEMA for approval to allow homes to be constructed. Without this LOMA, homeowners most likely will have to purchase flood insurance. Staff is recommending that a condition of the final plat is to allow the plat to be recorded but building permits cannot be issued until FEMA approves the LOMA. Burial Grounds The property has a burial ground on it that has been inventoried by the State Archeologist. The applicant is working with the State Archeologist to determine the requirements, if any, for additional protection of the burial site. When the applicant obtained the mining IUP, the State Archeologist was involved and the applicant adhered to the requirements established at that time. The applicant is currently verifying that additional protection is not needed. A condition requires that the protection of the burial grounds shall be acceptable to the Minnesota Indian Affairs Council (MIAC) and State Archeologist. Coordination with other Agencies The developer and/or owner are responsible to obtain all necessary permits (Minnesota Department of Natural Resources, U.S. Arany Corp of Engineers, Coon Creek Watershed District, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. Trails The Andover Comprehensive Plan shows regional trails along Coon Creek and along Andover Boulevard. Construction of a trail along the creek may be challenging due to the location of wetland and floodplain. However, trails can be built within floodplains, and any wetland impacts would need to be mitigated. It is important to note that the trail along Coon Creek would be a regional trail paid by the City's trail fund and/or potential MNDNR grant funds. The past approval of the Preliminary Plat the City Council required a 100' easement from the ditch (which overlapped the 100' ditch easement). Block Length City Code 11-3-5: BLOCKS: A. Lengths: The maximum length of blocks shall be one thousand three hundred twenty feet (1,320'). Trail easements at least twenty feet (20') wide may be required at the approximate center of blocks over six hundred sixty feet (660') in length. Provisions for additional access ways to schools, parks, and other public grounds may be required. (Amended 9/18/07, Ord. 355) Currently the block length for 144' Ave and 144" Lane exceed the 660' as identified in the City Code. The applicants block will be around 970 feet in length. At this time staff is not requesting the addition of a trail, however discussion should be held in regards to the length of the blocks proposed and if a trail should be required. This trail could be located on the western end of the development either along the western property line or between lots 1, 2 and 23, 24 Block 2. eLK , Possible ,- Location of Trail 3 At this time, city staff has not requested the trail access to be provided. Please keep in mind that this emergency access/trail could/would require modification to the grading and drainage plans for this development, as proposed. The trail would serve as potentially an emergency access and allow for a "cut through" for pedestrians in the area. Tree Preservation/Landscaping The City of Andover Natural Resources Technician reviewed the proposed landscape plan along Andover Blvd and suggested replacements. Park and Recreation Commission Recommendation The Park and Recreation Commission reviewed the preliminary plat at their December 7, 2017 meeting. A recommendation of a cash contribution in lieu of land was made. Lots Each of the 43 lots meet the minimum lot width, depth and area requirements of the R4 Zoning District. Minimum lot size requirements are as follows: Lot size: Lot width: Comer Lot Width: Lot depth: 11,400 square feet 80 feet 90 feet 130 feet ACTION REQUESTED The Planning and Zoning Commission is asked to hold a public hearing related to the preliminary plat and to make a recommendation to the City Council. Attachments Draft Resolution of Approval Location Map Public Works/Engineering Comments, dated February 22, 2019 Natural Resources Technician Comments, dated March 6, 2019 Coon Creek Watershed Comments, dated February 11, 2019 Anoka County Highway Department Comments, dated February 22, 2019 Park & Recreation Commission Meeting Minutes, dated December 7, 2017 Revised Preliminary Plat Plan Set Res ect Su mi d, Joe Janish Cc: Mark Smith, 2120 Otter Lake Dr, Lino Lakes, MN 55110 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "CATCHER'S CREEK EAST" FOR PROPERTY LEGALLY DESCRIBED AS; Lot 5; the North 160 feet of Lot 6; the North 673.01 feet of Lot 8; and, Lot 9 Auditor's Subdivision No. 141, Anoka County, Minnesota. WHEREAS, Mark Smith has requested approval of a revised preliminary plat for Catcher's Creek East; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Catcher's Creek East with the following conditions: Park and trail dedication as recommended by the Park and Recreation Commission at the December 7, 2017 meeting. City of Andover staff comments dated February 22, 2019, Coon Creek Watershed District comments, and Anoka County Highway Department comments shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 3. The Landscape Plan shall be approved by the Andover Natural Resources Technician prior to any grading of the site. 4. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 5. Approval is contingent upon the applicant providing public easements of sufficient size to allow construction of public streets, sanitary sewer and water utilities to serve the plat in compliance with the City Code. 6. One building permit may be issued for the proposed platted area, however no additional building permits will be issued until the final plat has been recorded with Anoka County and the Federal Emergency Management Agency (FEMA) approves the request for a Letter of Map Amendment (LOMA) on the lots that are impacted by the floodplain. In no case shall the building permit be for a proposed lot that is impacted by the floodplain. 7. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 8. No utility work shall begin until a resolution on the construction process for the sewer and water extension has been determined. 9. Temporary cul-de-sac easement(s) shall be provided for 144" Ave and 144`x' LN. Separate documents shall be required for each temporary cul-de-sac easement to be recorded with the final plat. 10. A one hundred (100) foot trail easement along the north side of Coon Creek shall be shown on the preliminary plat which will be recorded as a separate easement document with the final plat. 11. Separate easement documents will be required for each proposed vehicle maintenance access to be recorded with the final plat. 12. Protection of the Burial Grounds shall be acceptable to the Minnesota Indian Affairs Council (MIAC) and State Archeologist. Adopted by the City Council of the City of Andover this day of , 2019. CITY OF ANDOVER ATTEST: Michelle Harmer, City Clerk Julie Trude, Mayor rel kNDOVER Andover General Mapping Map 13g1PAVE Date Created: February 26, 2019 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. 172 11:34: h ,,. i6 1 1 MO. 330 280 230 f� 14680 37[ 1L7 27 2",-, ir Jt 39:3 337 14464 215 " „14459 • �— 191 . 71' r 14456��. ypc 20 ,r '4681384+360 14 44114p54 • -114438 . 192 14 1 l 6 r� ' k. -, 14433 411 '375 i }I 14424 ,' 205 w{ _ 320 356 j 1it� 1 139:3 1 70 7,39814364 � � k 114381 �I 13tS3 � 117390 143 65 1`I3fl i s »^ 4 1366 -=1 " 309 `l " 411 -14346 r14347� 14347 l �lll 43%29'' ' r I 1 1:3211 a 400 374 14286 114293 271 _ - �14278 114275'. r---.� -- 1r4257� 339 )7S 160 1 1'4219 „ 75 13g1PAVE Date Created: February 26, 2019 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMMMMD(/M TO: Stephanie Hanson, City Planner FROM: David Berkowitz, Director of Public Works/City Engineer -L Jason Law, Asst. City Engineer DATE: February 22, 2019 REFERENCE: Catchers Creek East/Grading, Drainage & Erosion Control Plan/Review #6 Note: This is the second review with new intersection alignment at University Avenue, which revised the easterly portion of the plat. The following comments have vet to be completed regarding Review #5: 502. If Catcher's Creek East moves forward prior to recording of Shadowbrook North, drainage and utility easement documents will need to be prepared and recorded for construction of the public utilities to the south. Acknowledged. Item pending approval status of Shadowbrook North. 505. Provide documentation from City of Ham Lake that they are OK with the location of University Avenue and the proposed street improvements on the city boundary. Pending. 516. Sheet C3.2: Provide documentation that the bottom of Infiltration Basin D is at least 3' above the ground water level. Pending. 519. Sheet C3.2: Set the rim elevation of the OCS and the EOF at the HWL of Basin C. Not done The following comments are regarding Review #6: Note: Preliminary Plat approval shall be contingent on the City of Ham Lake formally approving the alignment of University Avenue and final plat approval shall be contingent on an approved roadway easement/right-of-way plat of University Avenue or final plat approval for the development in Ham Lake. Street and Utility construction shall not begin until there is a recorded right -of way plat/development plat or roadway easement for University Avenue. 601. Sheet C2.1: It appears there is an "extra" line on lots 10 ad 15, Block 2. Delete if extra. 602. Sheet C2.1 & C3.1: Revise D&UE on Lot 11, Block 1 to basin HWL, even with Lot 10. 603. Sheet C2.2 & C3.2: Revise D&UE on Lots 3 and 4, Block 4 to cover basin EOF, ditch outlet, and Coon Creek HWL. 604. Sheet C3.1: Refer to marked up plans, there are numerous inconsistencies between plans and Lot tabulation. Marked up lot tab needed to review comments. 605. Sheet C3.1 & C3.2: Label intersection back of curb radii. City standard is 20', or 30' when connecting to county road. 606. Sheet C3.1 & C3.2: Label vertical curve lengths. They should meet a 30 MPH design speed. 607. Sheet C3.2: Remove the lot tabulation from this plan sheet to avoid confusion with changes to two separate tables. 608. Sheet C3.2: Basin C HWL extends onto the property to the west. Provide acknowledgement from property owner they are OK with this. 609. Sheet C3.2: Label contours below 880 in Pond C, it appears there may be an extra line? 610. Sheet C3.2: Set the EOF and Rim Elevation for Pond C outlet at the 100 -year HWL. 611. Sheet C3.2 and C4.2: There are inconsistencies with pipe sizes, slopes and elevations between the plans and Hydrocad model for the Pond C outlet. 612. Sheet C3.2 & C4.2: Try to design FES 302 so the crown of the pipe is 6" below the NWL to provide skimming prior to discharge from the basin. 613. Sheet C4.1: Is the note about relocating the power pole on the north side for Butternut from the previous entrance location? If so, remove note. 614. Sheet C7.1: Elevations of OCS detail do not match plans and Hydrocad model. 615. Submit Lot Tabulation on standard letter size paper (lot tab only). 616. All Relevant Plan Sheets: Show curb return (20' Radius) for the proposed Shadowbrook North development. 617. Separate recordable documents will be needed for all Vehicle Maintenance Access locations. 618. Additional comments pending further review. The following comments are regarding Hydrology Report Review #6: 601. For Pond 13P, start the model at elevation 880 as the basin is proposed to be clay lined up to that elevation. 602. For Pond 13P, there are numerous inconsistencies with the plans and modeled outlet. It appears the 36" secondary outlet should be removed, add the 15" inlet pipe into the OCS at reverse grade routed through the outlet pipe, check outlet sizes, grades and length, set the EOF at the HWL of the basin. Once revised, this will likely affect the HWL of the basin so make sure plans / table are all updated. 603. For Pond 16P, see if a pipe smaller than a 36" would work. In a HWL event, the water level is only about 2/3 up the pipe diameter. 604. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing LcLet digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM To: Joe Janish, Community Development Director From: Kameron Kytonen, Natural Resources Technician KrI Date: March 6, 2019 Reference: Catcher's Creek East Landscape Plan Comments 1. Autumn blaze maple and white spruce are not recommended planting choices in this scenario. Suggested replacements include Princeton American elm, river birch, quaking aspen and showy mountain ash. 2. The City of Andover Tree Planting detail shall be respected and included on the Landscape Plan (attached) 3. Additional comments pending further review. 2/6/14 D❑ N❑T CUT MAI"' ' r" r^ IF PLANTS ARE TO BE PRUNED SHALL BE PRUNED AT THE BRA RIDGE, AND OUTSIDE THE BRAN NOT FLUSH WITH THE BARK. INSTALL CORRUGATED PLASTIC STEM PROTECTOR AROUND TRUN (❑PTI❑NAL). SHALL BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGH ABOVE FINISHED GRADE, REMOVE TAGS AND LABELS. PARTIALLY BACKFILL, WATER T SETTLE S❑IL, FINISH BACKFILL 4' SHREDDED BARK OR WO❑DCH MULCH, KEEP 2' AWAY FROM S (AV❑ID DIRECT CONTACT). REMOVE THE WIRING, TWINE OR AND BURLAP FROM THE TOP AN] OF THE ROOT BALL FOR BALLE] BURLAPPED PLANTS. REMOVE CONTAINERS AND CUT ROTS IF PLANTS ARE CONTAIN SCARIFY PLANTING PIT WALLS, DIG HOLE AT LEAST TWICE THE WIDTH OF THE ROOT BALL, TREE PLANTING DETAIL C I T Y O F NDOVEI STANDARD DRAWING NO. 17-208 Catchers Creek East, Page 1 of 9 COON CREEK WATERSHED DISTRICT PERMIT REVIEW MEETING DATE: AGENDA NUMBER: FILE NUMBER: ITEM: February 11, 2019 17-208 Catchers Creek East RECOMMENDATION: Table with 8 Stipulations APPLICANT: Mark Smith 2120 Otter Lake Drive Medina, MN 55110 PURPOSE: 43 Lots on 19.1 Acres LOCATION: SW of intersection of Butternut St and Andover Blvd, Andover, MN APPLICABILITY: 1. Within 1 mile of an impaired waters. 2. Any work within or adjacent to a Public ditch within the Watershed District. 3. Any work in or adjacent to wetlands, lakes or water courses 4. One or more cumulative acres of land disturbance 5. The lands and waters that have been, or may be covered by the regional flood. 17-208 Catchers Creek East, Page 2 of 9 6. Activities upstream from land that is dependent upon removal of water from the soil profile for their continued use (Drainage Sensitive Land Uses) 7. High water table, outwash and organic soils EXHIBITS: 1. Construction Plan set (11 sheets); by Landform, dated 1/24/19, received 1/25/19. 2. Stormwater Management Report; by Landform, dated 1/24/19, received 1/25/19. 3. Geotechnical Report; by NTI, dated 2/16/15, received 10/26/17. 4. Wetland Delineation Report: by Kjolhaug, dated 10/10/14, received 10/16/14. 17-208 Catchers Creek East, Page 3 of 9 r-- --- -- _ _j r -—t - 1 li `i i PREVIOUS ACTION TAKEN: The application was tabled at the January 28, 2019 board meeting with 11 stipulations. They were: 1. Receipt of escrows. 2. Provide results of additional soil borings to indicate groundwater separation on site. 3. Provide D&U easement for all infiltration basins to ensure proper drainage and modeled HWL are maintained. 4. Update construction plans and/or model for consistency of items noted in issues: a. Proposed impervious area plans (5.59 acres) and HydroCAD model (approx. 6 acres). b. EOF Basin A (895.82 v 895.0) c. Tertiary culvert Basin C not on plans d. EOF Basin E (894.5v 895.0) e. 18 -inch culvert inverts (883.0 v 883.3) f. Basin F — all elevations. 5. Indicate HWL of Basin D and ensure it is either within property limits. 6. Provide liner at Basin C to ensure NWL of 880.0 7. Clarify statement in SWMP regarding Basins A, E and F having no outlet. 8. Update construction plans (sheet C3.3) to stabilize vegetation within 7 days of rough grading or inactivity. 9. Provide surveyed wetland boundary per the approved wetland delineation. 10. Provide a wetland replacement plan for review and approval by the TEP or alter the grading on Lots 3 & 4, Block 4 to avoid wetland impacts. 11. Provide documentation from DNR indicating the impact is acceptable or alter the grading on Lots 3 & 4, Block 4 to avoid impacting the MBS Site of Outstanding Biodiversity Significance. 17-208 Catchers Creek East, Page 4 of 9 FINDINGS: Pre -application Meeting: The project as submitted has not received a general review during a pre -application meeting. Ditches: There is a public ditch on the property. The public ditch is County Ditch 57 according to the public drainage map. The approved elevations through this property are 869.6ft MSL at the downstream end and 869.7ft MSL at the upstream end. Existing elevations, slopes and condition of the ditch are 871.1 ft MSL at the downstream end and 870.9ft MSL at the upstream end and represent a 1.5-1.2ft variance from the approved elevations. The ditch is a 5th order stream. The ditch serves the primary role of a trunk drainage system. The ditch serves approximately 0 acres of agricultural land. Land use in the area is toward residential. There are no flooding concerns upstream or downstream. The ditch has been inspected. Existing elevations, slopes and condition of ditch are fair. Alternatives to repair and additional drainage have been considered and reviewed. The ditch is not in need of repair. Ditch Hydraulics: A crossing of the ditch is not proposed. Erosion and Sediment Control: Soils affected by the proposal are Lino, Sartell and Zimmerman. • Stabilizing vegetation is proposed for disturbed areas within seven (7) days of rough grading. • Soil stockpiles have been proposed to be fitted with sediment -trapping measures to prevent soil loss. • Adjacent properties and stormwater ponds are protected from sediment deposition, except for Basin A. • Construction schedules detailing when sediment trapping measures will occur; stabilization of earthen structures and the general timing of construction phases have been provided. • Stormwater runoff does pass through a sediment basin or other sediment trapping BMP with equal or greater storage capacity. • Stabilization adequate to prevent erosion has been provided at the outlets of all storm sewer pipes. • Not all storm sewer inlets are protected from sediment -laden water during construction. • All work adjacent to water or related resource has taken precautions to contain sediment, and stabilize the work area during construction. • Provisions have been made to minimize transport of sediment (mud) by runoff or vehicle tracking onto the paved surface. • Provisions have been made for cleaning road surfaces where sediment is transported by the end of the day. • Construction entrance points are clearly located on the erosion and sediment control plan. 17-208 Catchers Creek East, Page 5 of 9 • The erosion and sediment control plan does provide for the repair and maintenance of all temporary and permanent erosion and sediment control practices. Dewatering: Shallow ground water does exist on site. Dewatering is not anticipated as part of the development construction. Floodplain: There is floodplain on the property according to the District model and FEMA. The District's floodplain elevation is at 880.6 feet on the east to 880.2 feet on the west. The project does propose to place fill within the floodplain. The total floodplain impact is 0.23 acre-feet. The proposed impact is within the flood fringe. Compensatory storage is provided. There are no flooding concerns upstream or downstream. High Water Floodin: Information has been provided to substantiate low floor elevations. Low floor elevations meet the criteria for the City of Andover; 3 ft above mottled soils/groundwater, 2 ft over 100 yr. Groundwater: Geotechnical information collected in March 2014 indicates long term groundwater elevation is present at 6-31 feet below the surface. The project site is not within the Emergency Response Area/10 Year Well Head Protection Area/Drinking Water Supply Management Area. The proposal does not contain a land use discouraged or prohibited by the Safe Drinking Water Supply Act (SDSA). Historic Sites: The proposed project does include sites of historic or archeological significance. The sites have been evaluated by the state archeologist and delineated. Local Planning & Zoning: The proposed project is consistent with local planning and zoning. There is an approved local water plan. Property owners affected by changes in drainage should be notified and acknowledge the changes proposed. Maintenance: The Owner of the Stormwater Management features and treatment practices is City of Andover. The Stormwater Treatment Practices (STPs) consisting of the following: Stormwater Treatment Number Practices Maintenance Responsibility Basins A, B, C, E 4 City of Andover Sump 1 City of Andover As a requirement of the City's MS4 program, the city will inspect and maintain the stormwater facilities. 17-208 Catchers Creek East, Page 6 of 9 Easements: The proposed project does include ditch maintenance easement. A ditch maintenance easement is required and has been provided. Maintenance access to all storm water management features is provided. Stormwater & Hydrology: Infiltration is allowed within the project area. The 1 -inch infiltration may be achieved. A geotechnical boring must be completed beneath the proposed infiltration basin to confirm groundwater separation. The stormwater management system utilizes infiltration and a wet pond. Stormwater leaving the site is discharged into a well-defined receiving channel or pipe and routed to a public drainage system. Drainage sensitive uses do exist downstream from the proposed site. The rate of post - development runoff from the site does exceed predevelopment rates. However, the rates are not expected to interfere with sensitive downstream land uses. Properties and waterways downstream from the project are protected from erosion due to increases in the volume, velocity and peak water flow rates of stormwater runoff. Concentrated storm water leaving a site is discharged directly into a well-defined natural or man-made off- site receiving channel or pipe. All on-site constructed storm water conveyance channels are constructed to withstand the expected velocity from a 2 -year frequency storm without erosion. Water Quality: The proposed project does not cause an exceedance of State water quality standards. The project does not contribute to the adverse impact of wetlands through inundation or volume of flow. All discharges into infiltration basins are pretreated. All work adjacent to wetlands, waterbodies and water conveyance systems are protected from erosion. The proposal will not detrimentally affect the existing water quality of the receiving water. The proposal will not cause extreme fluctuations of water levels or temperature changes. Impairments: This project is within one (1) mile of and drains to an Impaired Water. The Impaired Water is Coon Creek (County Ditch 57). Coon Creek is impaired for (Aquatic Life (Macro -invertebrates)/ Aquatic Recreation (E. coli). The major stressors are Total Suspended Solids (TSS)/ Total Phosphorus (TP)/E.coli. There is not an EPA approved Total Maximum Daily Load (TMDL) or Waste Load Allocation (WLA) for this water. There are new impervious surfaces proposed as part of this project. Wetlands: Wetlands do exist on-site according to the 1987 Federal manual, NWI, PWI and Soil Survey. Wetlands have been delineated. The most recent delineation was completed on September 5, 2014. The wetland boundary has been checked and approved. The wetland boundary is shown on the plans. The wetland is not a DNR protected water. The total proposed wetland impact is 0 square feet. 17-208 Catchers Creek East, Page 7 of 9 The de minimis is 2,500 sf (type 1). TEP members have not been notified with a complete plan and have not been requested to submit comments. The project is not wetland dependent. The project is not exempt. The applicant does not need to contact the DNR area hydrologist and the Corps of Engineers. Wetland Replacement Plan: A replacement plan application has not been submitted and is not required. Wildlife: The proposed project does not include endangered or threatened species, rare natural communities, colonial waterbird nesting sites, migratory waterfowl concentration areas, deer wintering areas or wildlife travel corridors. An MBS Site of Outstanding Biodiversity Significance is present. The applicant has contacted the MDNR natural heritage or endangered species program. The applicant has indicated that contact was made in January 2019. MDNR has not responded to the applicant. If the project is present, the project does propose substantial adverse alteration, or significant detrimental impact on a species, or removal of a plant species will occur. Performance Escrow: $11,600.00 Wetland Escrow: $ N/A There are not ditch liens on the property. ISSUES/CONCERNS: ISSUE NEED Escrows: $2,000 + (19.2 * $500/ac) = 1. Receipt of escrows. $11,600.00 Groundwater: Engineer noted that 2. Provide results of additional soil additional soil borings will be completed borings to indicate groundwater prior to construction. Soil borings are separation on site. required beneath all infiltration basins. Maintenance: Not clear if backyard 3. For clarity, Drainage & Utility infiltration and detention areas are within easement provided at Basins A, B D&U easement. Property owners could and E should be labeled directly on fill in low areas and impact proposed sheet C2.1, similar to callout drainage and HWLs for backyard provided on sheet C2.2 for Basin C. infiltration areas Soils & Erosion Control: Inlet 4. Update construction plans: protection for CBMH 116 is not provided. a. Provide inlet protection for CBMH 116 (Sheet C3.1) No sediment runoff perimeter control is b. Provide perimeter control (silt provided for Basin A. fence or equivalent for Basin A after it is graded Sheet C3.1 17-208 Catchers Creek East, Page 8 of 9 Stormwater & Hydraulics: Following 5. Update construction plans and/or items are inconsistent between model for consistency of items noted construction plans and model for Basin C: in issues for Basin C: a. NWL of 880.0 but no starting a. Starting elevation of 880.0. elevation specified in model. b. Remove 36" outlet pipe. b. Secondary 36" culvert not on c. Update plans/model for Device plans. #1. c. Device #1: 18" v. 21" pipe. d. Update plans/model for Device d. Device #3: 60" CBMH v 48" #3. 6. Provide written permission from Basin D's HWL does not appear to be adjacent property owner that HWL contained within property limits. of Basin C is acceptable on within property limits. A post construction test on the infiltration 7. The applicant must acknowledge on basin will be required to verify the the plan set that they will conduct a assumed infiltration rates are obtained. post construction test on the infiltration basin by filling the basin to a minimum depth of 6 inches with water and monitor the time necessary to drain. The Coon Creek Watershed District shall be notified prior to the test to witness the results. Wildlife: The project proposes impacts 8. Provide documentation from DNR to a MBS Site of Outstanding indicating the impact is acceptable Biodiversity Significance. or alter the grading on Lots 3 & 4, Block 4 to avoid impacting the MBS Site of Outstanding Biodiversity Significance. RECOMMENDATION: Table with 8 Stipulations Stipulations: 1. Receipt of escrows. 2. Provide results of additional soil borings to indicate groundwater separation on site. 3. For clarity, Drainage & Utility easement provided at Basins A, B and E should be labeled directly on sheet C2.1, similar to callout provided on sheet C2.2 for Basin C. 4. Update construction plans: a. Provide inlet protection for CBMH 116 (Sheet C3.1). b. Provide perimeter control (silt fence or equivalent) for Basin A after it is graded (Sheet C3.1). 5. Update construction plans and/or model for consistency of items noted in issues for Basin C: a. Starting elevation of 880.0. b. Remove 36" outlet pipe. 17-208 Catchers Creek East, Page 9 of 9 c. Update plans/model for Device #1. d. Update plans/model for Device 43. 6. Provide written permission from adjacent property owner that HWL of Basin C is acceptable on within property limits. 7. The applicant must acknowledge on the plan set that they will conduct a post construction test on the infiltration basin by filling the basin to a minimum depth of 6 inches with water and monitor the time necessary to drain. The Coon Creek Watershed District shall be notified prior to the test to witness the results. 8. Provide documentation from DNR indicating the impact is acceptable or alter the grading on Lots 3 & 4, Block 4 to avoid impacting the MBS Site of Outstanding Biodiversity Significance. Anoka County TRANSPORTATION DIVISION Respectful, Innovative, Fiscally Responsible February 22, 2019 Mr. Mark Smith 2120 Otter Lake Drive Lino Lakes, MN 55110 RE: Catchers Creek East - Access Requirements Andover, MN Dear Mr. Smith: As a follow up to our phone conversation on Wednesday, February 20, 2019, 1 wanted to summarize the details of the conversation. Per the County's preliminary plat review letter dated April 10, 2018, depending upon the location of the access to the development, various improvements were to be constructed in accordance with the Anoka County Development Review Policy. If the existing Butternut St NW/Andover Blvd NW intersection was determined to be the best access location, an eastbound Andover Blvd NW right turn lane and a westbound Andover Blvd NW bypass lane would be required. If the access location was aligned with the existing University Ave NW/Andover Blvd NW intersection (Anoka County's preferred location), westbound and eastbound Andover Blvd NW right and left turn lanes would be required. Since the date of the initial preliminary plat review letter, you have successfully acquired the property to the east of the initial plat (40 Andover Blvd NW, Ham Lake, MN 55304 - PID No. 30-32-23-32-0004). You have also reconfigured the layout of your development to relocate the existing Butternut St NW access to align with the existing University Ave NW/Andover Blvd NW intersection. This access location is more in line with Anoka County's access spacing guidelines and helps minimize unnecessary and costly access modifications when Andover Blvd NW is reconstructed in the future. Considering the items mentioned above, and per our phone conversation, we hereby remove the requirements to construct eastbound and westbound left turn lanes, as well as the westbound Andover Blvd NW right turn lane at the University Ave NW intersection. With that said, you are required to construct the eastbound Andover Blvd NW right turn lane. For specific design details, you can visit our website at https://www.anokacounty.us/307/Highway-Department for details. If you have any questions or comments, please contact me at (763) 324-3199, or by email at loe.macpherson(c�co.anoka.mn.us. Since Joe M herson, P.E. Assistant County Engineer cc: Doug Fischer, Transportation Division Manager/County Engineer Jane Rose, Traffic Engineering Manager Nick Dobda, Engineering Supervisor Dave Berkowitz, Andover City Engineer Stephanie Hanson, Andover City Planner File PARSAND RECREATION COMMISSIONMEETING DECEMBER 7, 2017 MINUTES Xe Regular Bi -Monthly Meeting of the Andover Park and Recreation Commission was cal to order by Chair Stenzel on December 7, 2017, 7:00 p.m., at the Andover City Hall, 5 Crosstown Boulevard NW, Andover, Minnesota. Commissioners Absent: Also Present: RESIDENT FORUM Chair Shane Stenzel, Vice Chair Jim Lindahl Commissioners Ted Butler, Angela Marinello, and Mark Miskowiec. Commissioners Angell and Perra Public Works Director, Todd Haas No one appeared to address the Commission. APPROVAL OFMINUTES Motion by Marinello, seconded by _Miskowiec, to approve November 16, 2017 Park Commission minutes as presented. Motion carried on a 5 -ayes, 0411ays. 2 -absent (Angell and Perra), 0 -present vote. AGENDA APPROVAL Motion by Butler, seconded by Lindahl, to approve the agenda as presented. otion carried on a 5 -ayes, 0 -nays, and 2 -absent (Angell and Perra) vote. CONSIDER CATCHERS CREEK EAST PARK DEDICA TION REQ UIREMENTS Park and Recreation Commission is requested to review and determine the park dedication requirements for the proposed preliminary plat of Catcher's Creek East. A copy of the preliminary plat was provided for Commission review. Thirty-nine lots are being proposed. The proposed preliminary plat is located just to the east of Hickory Meadows Park. Once the property to the west of this new development is purchased by a developer,. the developer will need to make the necessary street connections between Regular Andover Park & Recreation Commission Meeting Minutes —December 7, 2017 Page 2 Catcher's Creek East and Hickory Meadows which will allow residents access to and from Hickory Meadows Park. Staff is recommending cash in lieu of land. Commissioner Miskowiec asked if Ham Lake has any trails on Coon Creek that abuts the border and Mr. Haas stated there are not due to DNR protected wetland. Typically Ham Lake does not build a lot of trails due to the City being more rural with no City water or sewer. Commissioner Butler stated Shadowbrook East Park is just to the south and with Hickory Meadows Park just to the west of this proposed development, additional park land is necessary. Motion by Lindahl, seconded by Marinello, to recommend City Council approve the park dedication requirements be cash in lieu of land for the proposed Catcher's Creek East. Motion carried on a 5 -ayes, 0 -nays, and 2 -absent (Angell and Perra) vote. ROSE PARK SHELTER SLZEIIYPE AND FUNDING Mr. Abkreviewed the Park and Recreation Commission is requested to consider the size and type 10knew shelter at Rose Park. The existing shelter will be removed within the next couple o'Skyeeks. It will take 3-4 months after ordering to receive the shelter. Pictures of differen helters from Coverworx were provided for Commission review. Shelter A is similar to hw,,shelter at Maple View Park and Shelter B is similar to the one at Fox Meadows Park. EstNates are as follows: Shelter A 28 x 28ft. $3%-$23,000 00 $13,000 - $15,000 for installation Shelter B 28 x 28ft $2 $13,000 - $15,000 for installation Same Size Shelter as current $100 $11,000 for installation Mr. Haas stated there are three separate funds thaNkn be utilized to help fund the shelter which includes park dedication funds, Verizon Le funds (current fund amount is $20,983) and park maintenance replacement funds. Theark maintenance funds would cover a replacement of the same size. Commissioner Miskowiec mentioned the residents were not in vor of moving the shelter to another location within the park. He stated he would be in vor of the same size shelter on the existing slab. The current shelter is approximately 23 x ft. Commissioner Butler posed the question of whether the replacement would b same style but a smaller version of Shelter B. Joe Janish From: Gary Polonsky <gmp97d@pacbell.net> Sent: Monday, March 11,2019 7:19 PM To: Joe Janish Subject: Planning and Zoning Meeting March 12, 2019 7PM March 11, 2019 Attn: Joe Janish, Community Development Director Dear Planning and Zoning Commission, I have reviewed the letter I just received from the City of Andover, with NOTICE OF PUBLIC HEARING. I am still here in California, emptying my deceased twin sisters home preparing it for sale, so I am unavailable to attend your scheduled PUBLIC HEARING, tomorrow. These are my areas of concern and those of several my neighbors : 1. The visual Buffer between Rural and Urban communities in the City of Andover. I understand this is considered a" grey" area according to the city code and statutes. I do not have them accessible to me at this time, due to lack of time. As there is not time to look them up, and I am Not at home . I refer you to my prior letters to the city council regarding this matter, and this development. I and several of the neighbors living on Andover Blvd. would like to have you consider a berm, with trees. this would accomplish several things of benefit to all: It would reduce the noise level of the traffic on Andover Blvd., It would make a safety buffer for the homes with their backyards onto Andover Blvd.( especially for the children), and it would provide a visual buffer for myself and the other residents living on the" Rural " side of Andover Blvd. presently, and benefit the new occupants planning to build there as well. 2. We would like to see a project start date and an end date for the road development and the necessary construction to begin and end. We request the same consideration as has been previously given to us. Namely, work and trucks hauling begin between the hours of 8 AM to end at 5 PM, Monday through Friday. We are also requesting you enforce the size of the loads of the trucks hauling the dirt, in out and on the site being developed, to comply wil&state law and codes. We want to control the amount of dirt flying onto our properties causing damage to our property and our homes. I have had a rather costly problem in the past with this hauling dirt issue, regarding my having to clean up the dirt that was imbedded in my cedar wood siding on my home, and my various other out buildings, (which I have not cleaned to date, ) I just repaired the house and my deck, to date. I am hereby placing you, The City of Andover, and Mark Smith, the Developer, on official written notice of a potential future claim. 1 3. I discussed with Joe earlier our concerns regarding the 50 MPH speed limit and no controls at the intersection of Andover Blvd.,( and the now to be) University Ave., with the exception of Stop Signs Only on University Avenue. This appears to be creating a public safety hazard. Please refer these concerns over to the proper departments to address. Joe, I request you read my letter for me, to the Commission, and make copies for the members attending. Thank you for your assistance and cooperation. Respectfully submitted, Arlene Elin, 137 Andover Blvd.N.W. II, 2 AREA LOCATION MAP ANDOVER,E YR. e FO F -FW. FD.0 FY' FB PSWO HELD PON FES FFE FOR. OR (') CB. C.C. CAL CALV. APE H HA. IOFEP HOT HORIL. HVAC HYD R i.0. m E N. OR (') nFO. FL. NS Nv. ® 1r. Angle And At 100 Yr. FI&A Elreulo AncMr ad, A1.00" " C Ar ackne, Unn A,,I Ad =1 AdJm,,t / Adluaa Ar Hmdlnp Unn Alaetrno en' Anoeeed AM," 2Fnea / ArcMeaurel Luta tr Ae.rNM Seek r L d Bntten or Wall Beammt FL., Ekvoton fMunnw, (AaPNltc) Buldyy Cu . Lubb e Feet Cube Feet Per Second Cerner eue C_ 'trol .bnt Con�rrin In-, Unn Clemwt JI A, Carpe 0e Engreer, Lube Yvd, Ed em Cutch B.I.Mmhole C=1 C.t I., Pee Cerrupoted Meld Pd, cow . (P-ide) cen Cnn c.o.rcre:k Head R., C.Cubcer oe o" Dednh o.twtwnn Dme... Oegod %"k I- the a.Dr.." Expemm Jon, Em..q.,.y O -r" E.rAnc OVerflpe Sed. d Bonn nm. oC'-Fl- I wAan t laek Qit Seeton r Ela.otm Pdyethykre Ppe A,-, M C.dn... .P, Ler Pent / LAud Petrdon. e .CU Pwnd LeAW Cevermmmd, Unn -O'IG i LpngnWml Light / Lot., `1ANr. lks. nentenmte V., TATO, Me ... al MAX. MMernn. 'ECH `ED. MN'AR' l Medan FR. nmurrcturer H IN. Mm6o4 M.. / mute '15C. 'ER.W.au, 'HDOT 100. M..,o Depe-tnent 01 T-sporl.- Medue / MNLIW, 'IJL. nullon VLC. North WL F Cmvrct VO. OR N header on VT$ Nannd Not Lo Seek VINE Nord Wour ElewL.h VWL armm"We Level EXIT LOCATOR OF 0 -heed Herve OHWL Ord-, Hµ Water Level PENN. Openre DPW Orpd Plc Pm o k'_Nton PV PtOR P/L 1.0 P., Indce or VW Property Lne Pent er BIP 5F Pmndn verqu Foot PSN. PT, P.V.C. Pande Pe' Squve Inch vont 0T Tud'-, Pent er V d Cured... PVI. vont el Vertcd nuo-t.n P.V,T. PE Pont or Vertcd Tangen, Plr PED. PM".1Wna.0 / / PM.trm PERF. Pd PREP. PROD. Pr,,ttm .,-., Pr.n,t Pam. PWe PVC PW" -VY-VNYI-CNoreN (PP.d) hnVmT OTR. P. -- Quw.er QTY. (Nor... Y --CATV--- LNOERCROUND CABLE/N DoReRhe o do (Ceetnq) RoulRE. ® R.eve Ern,re R0, R.P. Rough OPenrq Rada, Pent RCP R,Morred Concrete PP. 9.5. RSD R. Sleb Roof 5tnm Oran 2.AF RREEWF. .:d RIOD REV. R.uured Rernnn / 2-ded RCU R.date,y Cwe,nent Una Row OR R/W S. Kenn d Woy $path SE, Sgwe Feet SAN. Sw%wy Se - SECT. SE Sxtm, 9de E n SEWO Stle E WOR Out SET, all a, - swa, S,mrleau.' SGEC, SSD SYwr.. dren STMH Store Sera Marled, STD. Stan d STRLCT. ST., T Strwu.d 5yy..we.e[[rctl Th.kne. T/4 T., or Rn T/W TEnP. Top err Wal Tempmvy THK. Thee / ih.kne. I J. TNH TpdM J"nt Tap Nut Hydrant TYP 16 N U.O. LFP ., H.,W O,Heree. V0. V.C. V.Ae, Skd.r Vw-Fed Cu,ee VIE. Verry In HOW VER. VERT. Verf, verttd VEST. V.. We W NAT. Wdth WorkrN Pena WWF. Auld" Wr. Fohre W/ Wnh W/O WO W.A Wnk Wt WE1L. Wetlmd WP Wgterproef W.T. Y:d YR Yeer 0 NORTH NO SCALE EXISTING 120 ad "'D T E Iz'ST5 >> O'SAN > 6'W7W — OE UT — Ue - - G — -X—K HacHr, rrPE O • k 0 O �T H o- ALT 0 CATCHERS CREEK EAST DESCRIPTION MAJOR CONTOUR MINOR CONTOUR FEMA ROODWAT FEMA FLOOIPLAN COON CREEK FLOOOPLAN SPOT ELEVATION BULa"G CANOPY / OVERHANG CONCRETE INTUMNOUS GRAVEL STORM SEWER LINE SANTANY 5EWER LINE, WATER MAN OVERHEAD ELECTRIC unERGRa.ND TLt"HONe UWERGROhND ELECTRIC GAS LINE CGrvcaerE lute FEHCNO RETAKING WALL SET 1/2' X Nu CON PIPE SON MGNurENT Fain SURVEY DISK (BENCHMARK) POWERPOLE 6 !Y WIR GUARD 905T GAS PETER TRANSFORMER WATER SHUT -6S VALVE TRAFFIC SIGN FLAG POLE LIGHT POLE TREES TREE LINE MANHOLE CATCH BASIN FRE HYDRANT WATER VALVE FLARED END SECTION MAILBOX NOTE NUMBER MEASURED 05TANCE DISTANCE PER RECORDED PLAT SOL BORING ANDOVER, MINNESOTA NEW DESCRIPTION �526f MA" CONTOUR r+z3J MINOR CONTOLA 12345 SPOT ELEVATION X REV510N - ADDENOUM, BULLETIN, ETC. X X X X X NUI I L•__j CANOPY/OVERHANG _ J IWEWG20UW 5T0007IJRE 02 CONCRETE C3.3 CRAONC FILL. AREA � II CONCRETE CURB �F64ar. EDGE OF PAVEMENT -v v—r- FENCHC X X X X X GUARD RAL CIVIL CONSTRUCTION DETAILS CONCRETE RETANNG WALL f9 MODULAR RETAINING WALL 0 FIE -051M RETANNG WALL EXIT LOCATOR ® MAILBOX CLUSTER PJ POWER POLE OO/. SLOPE DIRECTION ® ® ® l CATCH BASN O MANHOLE p SaLARD FES STS » SLOPE! SLACK RIPRAP —SAN—>— SANITARY SEWER -WASTE —UMI FORCE MAIN T VAVE L WTR _=R" -LA WATERMAN C.O. HYD _X'SSD_ _ _ SOL SOCRAN - �A3- - - - CAS LIVE-LNDERCROLND --EHEC--- ELECTOR-UNDERGROIAD --TELE---- TELERM.NE-ULEQGQOIM --CATV--- LNOERCROUND CABLE/N LAWN SPRINKLER SLEEVE ® MAINTENANCE ACCESS ROUTE FLOOD PLAN IMPACT FLOOD PLAN MITIGATION _I NOAH MONO PROTECTON AREA DESCRIPTION 5ET FENCE CONSTRUCTVN FENCE - MANGE COMPOST/30 LOG INLET PROTECTION SYMBOL DESCRIPTION Prelnnerr Pmt oe5crnton Lon 5: the North 160 fee,, cf ., 6; ch, North 673.01 feel. of Loc 5, Ind, Lot q, Audadr', SubdNom No. 141, Aroka Cwnty, MnnPJOLR. CAP N THE 5E CORNER OF THE BRIDGE ODER COON CREEK AT WARY ROAD NW. ELEVATION - 005,56 NAVD W00. DArUM IS ON ANLYA COUNTY COOQPNATES. MARK SMITH 21M 07ER LANE DRIVE MEDINA. MINNESOTA 55110 TEL 61N9HOUB CONTACT: MARK SMITH CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE. SUITE 513 MNNEAPOLIS,MN55b1 TEL 612-2529010 FAX $12-252-9011 CONTACT RANDY HEDLUNI SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE $13 MINNEAPOLISMN55401 TEL SN -252 XUD FAX 612 2529011 CONTACT. LYNN CASWELL MARK SMITH 2120 OTTER LANE DRIVE STINT PAUL, MINNESOTA 55110 Td I612NWC5S9 �' NIlO'Up. CATCHERS CREEK EAST ANDOVER, MINNESOTA ff deL 11 her" L].] FRfNTNRI 0.PT k Ne 1. C3,2 CI ., pLJNCE 4 KOWM CM0.0. Cel I.. UO9CaLET Ll. L 0. x ISSUE I REVISION HISTORY UTA RC Mn mrtY'Ne¢ C< eMrY vp e hel I n a""e" a.tEW w a aP JAx aaN eLwas FFa cm v N a SHEETS ISSUES BY DATE SHEET NO. DESCRIPTION NOTE REFERENCE OPARKING 51 COUNT X X X X X . LARGE SHEET DETAIL 0 COOROJATE PONT Q REV510N - ADDENOUM, BULLETIN, ETC. X X X X X REME0 AREA (THS ISSUE) Prelnnerr Pmt oe5crnton Lon 5: the North 160 fee,, cf ., 6; ch, North 673.01 feel. of Loc 5, Ind, Lot q, Audadr', SubdNom No. 141, Aroka Cwnty, MnnPJOLR. CAP N THE 5E CORNER OF THE BRIDGE ODER COON CREEK AT WARY ROAD NW. ELEVATION - 005,56 NAVD W00. DArUM IS ON ANLYA COUNTY COOQPNATES. MARK SMITH 21M 07ER LANE DRIVE MEDINA. MINNESOTA 55110 TEL 61N9HOUB CONTACT: MARK SMITH CIVIL ENGINEER LANDFORM 105 SOUTH FIFTH AVENUE. SUITE 513 MNNEAPOLIS,MN55b1 TEL 612-2529010 FAX $12-252-9011 CONTACT RANDY HEDLUNI SURVEYOR LANDFORM 105 SOUTH FIFTH AVENUE, SUITE $13 MINNEAPOLISMN55401 TEL SN -252 XUD FAX 612 2529011 CONTACT. LYNN CASWELL MARK SMITH 2120 OTTER LANE DRIVE STINT PAUL, MINNESOTA 55110 Td I612NWC5S9 �' NIlO'Up. CATCHERS CREEK EAST ANDOVER, MINNESOTA ff deL 11 her" L].] FRfNTNRI 0.PT k Ne 1. C3,2 CI ., pLJNCE 4 KOWM CM0.0. Cel I.. UO9CaLET Ll. L 0. x ISSUE I REVISION HISTORY UTA RC Mn mrtY'Ne¢ C< eMrY vp e hel I n a""e" a.tEW w a aP JAx aaN eLwas FFa cm v N a SHEETS ISSUES BY DATE SHEET NO. DESCRIPTION ^ ^ v v Se- St^R e = `o = o D0.1 CIVIL TITLE SHEET X X X X X . CTI EXISTINGCONDITNNSADEMOUTICN X X X X C2.1 PRELIMINARY PLAT 8511E PLAN X X X X X C22 PRELIMINARY PLAT 6 SITE PLAN X X X X X C31 GMDING, DRAINAGE S ER0.510N CONTROL X X X X X . 02 GRADING. DRAINAGE B EROSION CONTROL X X X X X C3.3 SYNPPNOTES X X X X X P•C_1 PRE"MIfURYI ILITIES X X X X X U2 PRELIMINARY UTILITIES X X X X X C1.1 CIVIL CONSTRUCTION DETAILS X X X X L2.1 LANOSCAPE PLAN X X X X X RECEIVED CITY PLANNER BUILDING OFFICMA ANDOVER PLANING DEPARTIENi ANOWE2 BLRIXNG DEPARTMENT ANDOVER CITY HALL ANDOVER CITY HALL IE55 CROSSTOWN BLVD. NW 1655 CROSSTOWN BLVD. NW ANDOVEa T 5 04 . M4WE90 A 5304 ANDOVER, MRHE50TA 559 REVISED PRELIMINARY PLAT STILPHI HANSGN FRED PATCH JAN 2 82019 .n 7076 514 TEL 707�w. 0,.24.2°,9 TEL ]63.]65147 TEL: 363.]6].5123 FAX: FAC PUBLIC WORKS LIAX ANDOVER PUBLIC WORKS T ENERGY ANDOVER PTY HALL ET MILL L A N D F O R M WE CROSSTOWN 2LV0. NW 9030 CITYOF ANDOV L l kAU MANNESOTA 55304 S, MNfSOTA 55459 N��a ocean • • • DAVE BERKOWITZ TODD HAAS JOE TEL. ]6336].5133 363.3675131 TEL 763785,5426 555925 105 SAM FM Avenue TMI 612-252-911]0 FAX Suite 573 Faz: 672-252-9077 MinneSpo119, MN 55401 Web: Iandforntnet ELECTRIC TELEPHONFICOMMUNICATIONS CONNEXUS ENERGY CENTURY LINK FILENAME 0001MEH131026001.DWG 4601 RAMSEY BLVD. 70TH W 4TH STREET RAMSEY, MININESOTA 55303 ST. PAUL, MN PROJECT NO. MEH131025D01 CAN JOHNSON UL BYEE25 TEL 363.329.4265 TEL: 769.]12.5002 FAX FAX: ' SHEErNO. 1111 I I A. SF Hc1 /f d= Y MR I S3,e � I t i t _ t °nETx. L : 253224410013 KO NDOVER VD NW A AABL ANDOVER. TYJ 55304HLEN E � � OWNER'. KARMEN MOhENCMP Ersmc I W JJ I I z -H 9°23'2 "E 323.76 C: O 323.82 LL PD: 25.7224410005 L-1 14325 BUT NUT ST NW 11 ANDOV 55309 OWNER' 'Ah, vv PIP. 23322441004 4329 BUTTERNUT S1 NW I ^ ANDOVER. Mor 55304 OWNER: JANEJ T MAS TRU5 14fr•tWc°C 4 W 5$�� SS WMA t 5`S Mrv.-etl. I I I I I Y ^ / / _ _ I- VIP. 253224160005 155 ANDOVER BLVD NW OVER, MIN 55304 OWNERMNI & LINDA MER PID: 253224140006 137 ANDOVER BLVD NW 04 OWNER: PATTY ARLENEHIM 3 TRUSTEE AID 25312914000] RI ANDOVER BLVD NW OWNER JOHN R& SHRLEY4BEAM 1I PD: 253224140008 59 ANDOVER BLVD NW OWNER KARI ANDOVER, KENNETH KAFeR MR 5"04 M. 253229190009 39 ANDOVER BLVD NW OWNER. W Y4 Wu moovE k A u N v OiT v0: 53L321 Oa 00 14550 251224 AVE. NW OWNER: NASO ALL OW ------ -- ----- --- ---- —4- -- =-was-z3'zrlr--97aas----------- -------------- I I A. SF Hc1 /f d= Y MR I S3,e � I t i t _ t °nETx. L : 253224410013 KO NDOVER VD NW A AABL ANDOVER. TYJ 55304HLEN E � � OWNER'. KARMEN MOhENCMP Ersmc I W JJ I I z -H 9°23'2 "E 323.76 C: O 323.82 LL PD: 25.7224410005 L-1 14325 BUT NUT ST NW 11 ANDOV 55309 OWNER' 'Ah, vv PIP. 23322441004 4329 BUTTERNUT S1 NW I ^ ANDOVER. Mor 55304 OWNER: JANEJ T MAS TRU5 14fr•tWc°C 4 W 5$�� SS WMA t 5`S Mrv.-etl. Y ^ / / PED: 253224410177 ANDOVER, M 55304 • ro4 /f OWNER: SHADOWBROOK COVE TOWNNOMES ASSOC. �Io G ""�OrLaAG 4NAG G °M°Aw 9oaS _ cw c eµAF' GNgAG-� O°W G PRELIMINARY FIAT DESCRIPTION / Lot S the Noah 160 reet of Lot 6 the Nol0h 67301 reel a lot 5: °.d, WL 9, MARK A p 1/ O IL A ITLJ / AUA,, 3abdrvenn No 141 Amk. Count, IlreeSma. 8V ARfK J8V8 1 H P . 303223230014 2120 OTTER WtE DRIVE 1 `15TH LAME NE / 4 HA LAKE, m 55300 PROPERTY AREA = 890,489 50,PT, 20443 A0, SAINT PAUL, MINNESOTA 55110 0 W !FMFHRY.M T6_I61P,19]l6Y I`; I T� R'}.eTIFFF4WTJTJ4 AKE, LNE 33E0 -- — C . I / HC LAKE TN 55904 OWNER- ICOR & iANYANN MICALYIM 1. BARVICES PMI INFORMATION SHOWN - FROM 20 SULVET BY LANDFORM PROJECT; RO ECT;CIL TY OP ANDOVER, MINNESOTA RELORO MAWNGS,OAND11, EXPRESSLY SERVILET PROVIDERS. LAINDFORM - OFFERS NO WARRANTY, EXPRES5E0 OR WRITTEN. FOR INFORMATION FRONDED BY ,T — OTHERS. EXISTINC PROJECT CONDITIONS SHALL BE VERITIES PRIOR TO BEQNMNC — CONSTRUCTION. DORMS. NCONSSTENCES, OR 0115 S DISCOVERED SHALL BE --- ----- REPORTED TO THE ENGINEER MMEDIATfLT. 5UBSLRFALE UTLITY INFORMATION SHOWN — I CONFORMS TO QUALITY LEVEL 0, DO� Ep I 2. G9TPLU PERMITS FOR DEMOLITION . CLEARING. PMD DISPOSAL PRIOR TO BECNNWC. I • 3. CONTACT UTILITY 5RVICE PROVDER5 FOR FELD LOCATION OF 5ERVMCT5 72 HWRS CATCHERS CREEK PRIOR TO BEGINNING DEMOLITION AND CIEARNL, C 7I SEE SHEET 13.1 h CO2 FOR EROSION PREVENTION AND SEDIMENT COIT10. MEASURES EAST THAT MUST BE N FLAGS RIM TO DISTURBANCES 10 SITE. BIALOND DEM JM" VERIFY WITH OWNER THAT DMSNC HAS BEEN CLEARED OF ANDOVER, MINNESOTA REGLLA%P MATERIALS REOURNC SPECAL HANDLING OR DISPOSAL. REMOVE STRUCTURE, COLLfN5, CANOPIES, FOOTNCS, FOUNDATIONS, ANN ANY A55OCATED / / I CC4,15TRUCTION IN ITS ENTIRETY_ / 6. DIMENSIONS SHOWN FOR REMOVAL ARE APPROXIMATE COORDNATE WITH NEW 11i� mf. ccMtEM A CEIWI/W CONSTRUCTION TO ENSURE APPROPRIATE REMOVAL OF EXISTING FACLTIES. nl P° _Meo9Y aA, A xE e. P1 PiE.Y MT k `YE 1W REFER TO DETAILS FOR PAVEMENT SAWCUT. REMOVE CONCRETE WALKS AMC CURENG iiz 'oce¢uuir: yeMara3alcwMea TO THE NEAREST EXISTNG JOINT BEYOND CON51RU IOM LIMITS.y� aTurn B. CLTGLETE DENO ITILN WITH MNMAL 05RLPTILN OF TRAFFIC. COMUFATE LANE ni crvM. cw3i Lemry CLOSURES WITH THE QEGLiAP/AAMU.ATORY AUTHORITY AND PROVIDE AP/AAM METRICATION TO L].i lk. µE 1 • AFFECTED EMERGENCY RESPONSE ROViMRS, 9. PROVIDE BARRICADES LIGHTS, SIGNS, TRAFFIC CONTROL, AND OTHER MEASURES NECESSARY FOR PROTECTION AND SAFETY OF THE P,UUC AND MAINTAIN THROUCHOJT CGN51¢UCTgN. 10 PROTECT 51RULTLY2E5, UNITES, TEES, PLANT MATERIAL, SOD, AND ADJA(.£NT PROPERTY FROM OAMMCE DURNC CONSTRUCTION UNLESS NOTED FOR REMOVAL. y a.Y DAMAGE SHALL BE REPAIRED TO EQUAL OR BETTER COMPTON AT NO ADDMIONAL J COST. P II ABANDON WELLS AND REMOVE ON SITE SEWAGE PACU PRIOR TO ANY OTHER DEMOLITION N ACCORDANCE WITH REQUIREMENTS OF RECULATORY AU HORME5. 12 REMOVE TREES NOTED. NCLONC ROOT STRUCTURES. FROM THE SITE. COORDINATE WITH OWNER TO MARK TREES TO BE SAVED OR TRANSPLANTED PREMTO CLEARING AND AND GeIR&NG. / 13 REMOVE EXII SITE FEATURES NCLUDII BUT NOT LIMITED TO, UMD[FoMIAMO / UTILITIES, PAVNC. CURBNG, WALKWAYS. FENCING, RETAIKI NC WALLS, SCREEN WALLS, / APRONS LIGHTND, RELATED FOUNDATIONS, SIGNAGE BOLLARDS, LANDSCAPNC, AND STAIRWAYS WITHIN THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. tNi '] / 14, COORDINATE REMOVAL, RELOCATION, TERMINATION, AND RE -USE OF EXISTING PRIVATE `PV/ I UTILITY SERVICES AMD APPURTENANCES WITH THE UTILITY COMPANNO RESTORE oo - / / / ELECTRIC HANDH0.E5, PU MOXE5, POWERPOLES, OUTLINES, ANO STRUCTURES DSTJQSHO / BY LONSTQULTIM N ACCORDANCE WITH UTILITY OWNER REIXII2EMENTS. PD: VOVtR 320004 / HA ANDOVER &vU NE �J / 15. EXISTING PIPING AMC CONOUT9 MAY BE ABANDONED N -PLACE I FILLED SED SAND ANO HAM LAKE ITN 55304 IF NOT N LOCATION OF PROPOSED BLIOWC OR N LLNFLICT WITH PROPOSED UTLMES NEP: DANIEL & MARLIE CLWEQS(M �\ _ /// WITH STRUCTURES. TERMINATE EYISTINC SERVICES AT TVf SURLY 5'-0E IN COM.FO¢MANCE • •- ee WITN ROVIOE¢% STANDARDS. PA' ocr ux / I6. HAUL DEMOLITION DEBRIS OFF-SITE TO A FACILITY APPROVED BY QECULATORT °5 ary @ AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. UNLESS NOTED 01HERWISE, a DEC Ion rSSHCT� N cc IO .. me aAwniwe HIM mY �vcw 11 �`n 17. DENOTES MOAN NCUNO SETBACK STAKE3 PLACED BY THE STATE ARCHAE0.0G6T ONa-Em °Eu, � N w n JULY 19TH. 2014 AND FIELD LOCATED BY LANDFORM, I4 1N1 Ian nlne IN, o, Peve. 45 °a I • • 1 ( TREE RENpVAL ol. - • 1 STRUCTURE REMOVAL 1 PAVEMENT REMOVAL L - ________ PAVFMEUT SAWLDr --- --- CONSTRUCTION UMTS TREE PROTECTION PFJ: 303223320002 MX XXXXXXXxxx.. UTILITY LNE REWAFAC R- 2ANDOVER PLVD 4 HqM LAKE 191 55304SIT 7� OWNER: RILNARO 6 .XAY OWO n5u. ertiame.. RECEIVED ;ecOg JAN 28268 REVISED PRELIMINARY PLAT 01.24.2019 ------------------ PER -----_PER 253224410178 ANDOVER. TN 55304 OWNER: SHADOWBROOK COVE TOWNIOME9 ASSOC. L'`. ..".. ;L :amN I HxA%"3 PC303223330010 HAM LAKE. MIN 55304 OWNER: KRSTEN HARSIEN CITY OF ANDOVER • e Know wW* BAIOW. CONI bda• you dp. L A N D F O R M Fun 5118 W FirdSh • • 105 South FfM AV•Mue Tel: 612-252-9070 Suite 513 Fax: 612-2529077 Minneapolis, MN 55401 Web: landfa m.net FILENAME C101MEN13M028.001.DWG PROJECT NO. ME11131028A01 MARK SMITH PID: 303223230014 212001iER LAKE DRIVE303223230014 122 1411 LANE FE SAINT PAUL, MINNESOTA 55110 THAM LAKE, MN 55,304 TL Ntxqmnyg OWNER: &RIBBY 1, I TAMMY RLv l'- 1 PIP 303223230E PIP. OOVFR 1&VP N 155 ANDOVER &.Vp NW \\IN835 PIP. 253224140006 6) prDOVE¢ BLVD NW ANDOVER 8Lv1 PiO: 25322414000) 121 PNDOVER &.vD NW Pv 1 — I PIP. 253224140010 CUL-OE-5AC 6 REMOJED 1-' 1;;; 1 I 44 NSM LANE I HAIR LAKE, MN 55: TervaRART 5T¢EET Aro rD BE uTLIFY eM0 AIDOVE2, YN 55304 TO ME WE5T 15 = 30 FT. WHEN VACATED HEN rEro CUL-DE-5AC IS REMOVED A1'F10VEQ, IN 53304 5q ANDOVER BLVD 55 4 ArDOVEq M 55306 OWER'. KARMEN MD LENCAM 3A HDOVDOVER, i1 36550 INNE¢SITx AVE. NW R -I SNCLE FAMILY RURAL RESDENTIFL I „- — ----- OWNER: IGQL k TANTANP URBAN RESCINHTIAL OWNER' MNR� & L'ellA MEQ COON CREEK WATERSHED DISTRICT OWNER: PATTY ARLENE TTRUSTEE E FT. OWNER: .A'JHJ & BARLEY BEAM OWNER'. KPRI & KEMEIH RAILER o MN 5YpONW ANDOVER, MN 55304 m ANVOVER, IM 55304 MNMUM LOT WIDTH AT SETBACK P TW50IL w SEED l I 1 r------ 1I— s0' aT F ------HB sETBACX BLK —1 MNMVM USABLE LOT DEPT ILIO FT. OWt&R: WALTER h KATH.EEN PIMOTT 200 OWNER: VASO l MALGThW / �` q 35Fr. r _ _ _ _ =11.400 5Q. 'T. AVERAGE LOT AREA 4O REAR SETBACK — LINET TURN -ANE T- f DO --------I ----- ---_— --__-------------------------- I II -- --------------- ------ - — — — 0 N892321W 970.49 I 3 cAa >wv 36TH S4; Mme. 1 4 II II II IE— OE —0E —0E— --0 3 A / eLs I wn .f I mo i t :%ISTINC I LDINC E 1 1 _ i I i t 2 I I 3 I I �I \\IN835 FRE ANDOVER 8Lv1 I ANDOVER 1 — - °E °E ANE IL LANE UNTIL PROP. / CUL-OE-5AC 6 REMOJED 144th FROM TARO PD: 253224410013 TervaRART 5T¢EET Aro rD BE uTLIFY eM0 - TO ME WE5T 15 = 30 FT. WHEN VACATED HEN rEro CUL-DE-5AC IS REMOVED Ir EAST OWER'. KARMEN MD LENCAM I i1 CURRENT ZONNO - R -I SNCLE FAMILY RURAL RESDENTIFL PROPOSED ZONNC — ----- PROPOSED USE URBAN RESCINHTIAL 20 W13E,E^ a 5 / / COON CREEK WATERSHED DISTRICT m E FT. I o Mo I I m `E tato MNMUM LOT WIDTH AT SETBACK P TW50IL w SEED l I 1 r------ 1I— s0' aT F ------HB sETBACX BLK MNMVM USABLE LOT DEPT ILIO FT. 66 200 o' ,1,,.1 . MAXUM MWPAL 5TR0CTIWE HET. 35Fr. r _ _ _ _ =11.400 5Q. 'T. AVERAGE LOT AREA 4O REAR SETBACK — LINET I T- f 9 10 I II I l iii cwwre wn�mie i �osw iomaa 2 I 3 cAa >wv 36TH S4; Mme. 1 4 II II II 11 I I , , TSfiBA wa wo LHE wa mo Ian / /--- no wo Mo mo I L_ L _— _—J L_ — -- L_ 3 A / eLs I wn .f I mo i t :%ISTINC I LDINC E 1 1 _ i I i t 2 I I 3 I I �I \\IN835 Fk5 ANDOVER 8Lv1 I / m== VACATED WHEN TEMP - °E °E CATCHERS CREEK CUL-OE-5AC 6 REMOJED 144th FROM TARO PD: 253224410013 TervaRART 5T¢EET Aro rD BE uTLIFY eM0 - 1 = 30 FT. WHEN VACATED HEN rEro CUL-DE-5AC IS REMOVED Ir 3 A / eLs I wn .f I mo i t :%ISTINC I LDINC E 1 1 _ i I i t 2 I I 3 I I �I \\IN835 TEMPORARY STREET ANO ANDOVER 8Lv1 I UTILITY EASEMENT TO BE m== VACATED WHEN TEMP - °E °E CATCHERS CREEK CUL-OE-5AC 6 REMOJED __... FROM TARO PD: 253224410013 Iso ANDOVER BLVD Nw 1 = 30 FT. AMOVek, MI 55304 Ir EAST OWER'. KARMEN MD LENCAM I i1 CURRENT ZONNO - R -I SNCLE FAMILY RURAL RESDENTIFL PROPOSED ZONNC R-4 %ME FAMKY URBAN RESIDENTIAL PROPOSED USE URBAN RESCINHTIAL WATERSHED 06TRCT= COON CREEK WATERSHED DISTRICT FELMNART PLAT DESCRIPTION LOT 5; THE NORTH 160 FBE1 OF LOT 6; THE NORTH 673.01 FEET OF LOT B: AND, Lor 9. AWITMS SUVIAVI510N W. 141, ANOKA COUNTY, I1NNESOTA. OWNER / 5a30M0ER: MARK "IH 2120 OTTER LAKE ORNE SANT PALL, M1. 55110 DESIGNER / 5UQVEYOR: LANDFORM PROFE5SIONAL %FBAaS 05 SNTH 51H. AVENUE MIMIEAPM5. M. 55401 II I I I I I I I I I I I I I h I I I I I I I _.. _.. J,'— BLK. - 1 m IS RECEIVED •� .w LANE ... N.W. FR SETBAC L mo Mo IJ wo!11362 /—L_i 1 :o Mo I mo MaLl I L71 IL l I I I I I I I I I I 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i t I I I I _ 30 REAR SETBACK LNE _ 2---- L ---- � O I I I I I I I I I I I I I I I I I I I I I I I I I I I II i I 24 I I 23 21 mz IOL \\IN835 19 ANDOVER 8Lv1 I -o m== II - °E °E CATCHERS CREEK -I ELVD.O __... FROM TARO i _—.. _,. _.. _._-T - .I N.W. _ - _ = 30 FT. I Ir EAST = 40 FT. I 1 SDE NTERWR 109T. tM 'N CORNER = 35 FT. _ _____F—_ --- "o i ANDOVER, MINNESOTA m E FT. 0 n o Mo I I , `E tato MNMUM LOT WIDTH AT SETBACK 1 r------ 1I— s0' aT F ------HB sETBACX 00 IT MNMVM USABLE LOT DEPT ILIO FT. 66 Ir- r—F—_r—I. o' ,1,,.1 . MAXUM MWPAL 5TR0CTIWE HET. 35Fr. r MNMUM Lar AREA =11.400 5Q. 'T. AVERAGE LOT AREA 1 ci Em�Nc camws a ummw IT .1 ':T aTF 1µ I 8 9 10 I II I l iii cwwre wn�mie i �osw iomaa I 1 Y I cAa >wv 36TH S4; Mme. 1 II II II 11 I I , , TSfiBA wa wo LHE wa mo Ian / /--- IS RECEIVED •� .w LANE ... N.W. FR SETBAC L mo Mo IJ wo!11362 /—L_i 1 :o Mo I mo MaLl I L71 IL l I I I I I I I I I I 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i t I I I I _ 30 REAR SETBACK LNE _ 2---- L ---- � O I I I I I I I I I I I I I I I I I I I I I I I I I I I II i I 24 I I 23 21 mz IOL rI REAR � 1 SEiBALK � � LINES 20 1 I \\IN835 19 III I 1I 36.0 S ACIIi� IN, IMn II ma , &AgNG SETBAC% NEMMATION 6 AS FOLLOWS: tsva 1 II FROM TARO 35 FT. oa REAR = 30 FT. I Ir REAR (ABUTTNG A CORD) = 40 FT. I 1 SDE NTERWR 109T. tM 1 CORNER = 35 FT. TRACK I ATTACHED CARACE E FT. 0 n ('n'— lu1 In) Mo I I I `E tato MNMUM LOT WIDTH AT SETBACK 60 FT. -----------1 MHNR LOT MILTH 00 IT MNMVM USABLE LOT DEPT ILIO FT. (Fran LL., a 25BeW Pm) MAXUM MWPAL 5TR0CTIWE HET. 35Fr. r MNMUM Lar AREA =11.400 5Q. 'T. AVERAGE LOT AREA =F7,338 SOFT. rI REAR � 1 SEiBALK � � LINES 20 1 I 1 1 19 i I IS II I I T tsva 1 II I6 oa mo I Ir Mo L I 1 wo tM 1 mo 15 TRACK I LNE 0 n I Mo I I I `E tato I I -----------1 r IID I I I I •1 L _ _J L--------- —, I I tsva 1 Q I I L r r ttl tM M 15 I 0 n I Mo I I I `E tato I I -----------1 2 lt;ITY QF AND6VER ISSUE ) REVISION HISTORY N JYI tOq ¢EMYM ¢F CifY PEYEV /5 `h EC ¢d LOT AREA TABULATION - Ohm 0®� ©®� • NNEOhm D®m 0® REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fan Sloem RnIsh • • 105 SONIh F61N A.FIe Tel: 612-252-9070 Suite 513Fa%: 612-252-9077 Minnea"U., MN 55,101 Web: IanEfam.net FILENAME C20IMEH131028MIDWG PROJECT NO. MEH131028.MI PRELIMINARY PLAT & SITE PLAN SHEET NO. Nil \ ` POS 253224410013 t H0 ANDOVER BLVD NW ANDOVER, MN 55304 OWNER; KARMEN MOHLENCAIP �e 0 ~ �CCFP V mG z FF m0 1 I o I III I I n 10SDE Y RD SETBACK 5 WANA E h UTILITY A EMENY LOT WIOTN LNI. zz /9 mH a \ 27 E 323. � I A T 9 MaB]8.1 4 MARL=BaoJ ",635' :1 1 816 SET ACRI 14328 BUYIERWIF 5T NW \ 1 CURRENT ZONING - R-1 SINGLE FAMLT RURAL RESIDENTIAL PROPOSED ZONNC R-4 SINGLE FAMILY URBAN RE50ENTIAL PROPOSED U51 - URBAN RESIDENTIAL WATER5WO OSTRICT= COON CREEK WATERSHED DSTRKT Prelnnwr Pier. Dexrmm� Ler. 5; LhF North 50 lnn. of LPL 6; El NKILh 673.01 Teel of Lot 8: oN. Lot 9, Aod60re Subdvmn N4. 141, APoko Coonco. mnreaotn. 1 I� 11 01 / suamose: MARK SYNTH oseD I 2120 OTTER LAKE DRIVE I I SANT PALL, FN. 55110 DESI / SURVEYOR: LANDFORM PAmFSWINAL SERVDE5 FRONT YARD REAR 105 SOUTH 510. AVENUE 1YFNEAv0J5. M 55401 \ 27 E 323. —a 0 COON CREEK ,I 33.0" 100 YR FLOOD - - A T 9 MaB]8.1 4 MARL=BaoJ ",635' :1 1 816 SET ACRI 14328 BUYIERWIF 5T NW LN£ mu ANDOVER. M155304 N2 OWNER: JANETiW AS TRUSTEE CE -ORIS 18'" tl�O� GF.BM.5 TGTALNUMBEROFUNIT3 6F®0 Ro 11 � I D� 1 I� 11 FM— F -FW FW oseD I OWNER: SHADOWBROOK COVE I I N TOWNH I A950C. I I I I " I$ FRONT YARD REAR Is Is I Jill_`a REAR (ASITTNG A CORD) E TI 30' REAR SETBA" I 1 If 2 1 1 3 LD 4 REAR SETU� 10 CO. RD.) 01 10' SIDE SETBACK [M TIII! YtfT 1 6 SIDE SETBAC 30' r}R WAR 59K vae,N+*v M.A,e �� c>I ACAmc InMwcF a cacxw «Nr,0, a,R (GARAGE) P LII - BO FT. w� vIMIn I I 1 = 110 FT. ci'xciliu'cN'ro"'x nT.0 nA%P1MI PRNOPAL STRUCTURE HGY.= .JM LOT AREA N 35' FRONT SETBACK 1 =1733B 9D.FT. l i I "^ SLK. 3 sag°23' leum 27 E 323. —a 0 COON CREEK ,I 33.0" 100 YR FLOOD - - A T 9 MaB]8.1 4 MARL=BaoJ vlo: z53z2 011 �F-FP 14328 BUYIERWIF 5T NW , ANDOVER. M155304 CSP �F_� OWNER: JANETiW AS TRUSTEE NETRESIOENTIALAREA 18'" tl�O� 43 TGTALNUMBEROFUNIT3 43 I W 11 � I D� 1 I� 11 FM— F -FW FW 21^E 323.76 f 1 I 1 _ W \ ` I \ 1\ \ I \\ O - - PD: 253224410014 14329 SRTERWT 5T NW 1 COON CREEK ,I 33.0" 100 YR FLOOD - - ANDOVER, FIN 55304 4 : OWNER: JAVET THOMAS TRU5TEE �F-FP F -FP` , FFP TccF _- --CCFP CSP �F_� BUEDNC NETRESIOENTIALAREA 18'" n —CCFP CCFP �_ _CCFP COON CREEK ,I 33.0" 100 YR FLOOD - - GROSS RESIDENTIAL AREA ELEV.-880.2 F _ -----iWL }Alib° _FW F F_Fw� ATLAS 14 F -FW ,r AFTER. ROW -ANDOVER BLVD. Lm FLOOD PLAN I NETRESIOENTIALAREA 18'" n 43 TGTALNUMBEROFUNIT3 43 NET pEN51TY IUNITSIACRESI 11 � I I, 1 I� 11 RIDE 25322441007 ANOO✓ER, YN 55304 I I oseD I OWNER: SHADOWBROOK COVE I I N TOWNH I A950C. I I I I " Ij I 1 1 OULGYNC SETBACK INFORMATION 6 AS FO -LOWS: FRONT YARD REAR - 35 FT. 30 FT. ,.I ILBLOCK 2 ANDOVER, MINNESOTA REAR (ASITTNG A CORD) = 40 FT. 30' REAR SETBA" SOE NTERIOR CORNER = 10 FT. - 35 FT. F�, \ ATTACHED CARACE 6 IT REAR SETU� 10 CO. RD.) (Mxw lot Ire) 10' SIDE SETBACK [M TIII! YtfT 1 6 SIDE SETBAC MINIMUM LOT WIDTH AT SETBACK = 80 FT. I— SOALE) vae,N+*v M.A,e �� c>I ACAmc InMwcF a cacxw «Nr,0, a,R (GARAGE) MNMU1 LOT DEPTH - BO FT. w� vIMIn YNIATI USABLE LOT DEPTH (Front to, Lnt To25 B M POJ) = 110 FT. ci'xciliu'cN'ro"'x nT.0 nA%P1MI PRNOPAL STRUCTURE HGY.= .JM LOT AREA 35 FT. -11,400 SOFT. 35' FRONT SETBACK AVERAGE LOT AREA =1733B 9D.FT. MAIN 5TREET - -J L 1 ,t L -----------I PRANACE F c p FW — PD: 25322aa5530 \ AR 5EAO, % 55301 OWNER SH6I A55O COVE iOWNUI'E9 A990C. OFMANNYTABOMMREASUMMULATION AREA SUMMARY TABULATIONS ACRES GROSS RESIDENTIAL AREA M63 I I PUBLIC PARKSIOPEN SPACES NA AFTER. ROW -ANDOVER BLVD. Lm FLOOD PLAN 0.52 NETRESIOENTIALAREA 18'" TOTAL NUMBER OF LOTS 43 TGTALNUMBEROFUNIT3 43 NET pEN51TY IUNITSIACRESI I � I I 1 II 111 1 I� 11 I I — I - vR oseD I 049 MILE ITT N I EA MENT / / ,.I ILBLOCK 2 ANDOVER, MINNESOTA OFMANNYTABOMMREASUMMULATION AREA SUMMARY TABULATIONS ACRES GROSS RESIDENTIAL AREA M63 WETIANOS AND NON STORMWATER PONOS INCLUDING BUFFERS WA PUBLIC PARKSIOPEN SPACES NA AFTER. ROW -ANDOVER BLVD. Lm FLOOD PLAN 0.52 NETRESIOENTIALAREA 18'" TOTAL NUMBER OF LOTS 43 TGTALNUMBEROFUNIT3 43 NET pEN51TY IUNITSIACRESI 2,3 RIGHT OF WqV gREA-INTERNAL 3.05 COUNTY RIGA OF WAY AREA 1.34 EASEMENT AREA 5.33 INTERNAL ROAD MILES 049 MILE 4 I.PD:�SO]24E-1 k .• ADOVER BLVD a. .N.pt1 Il],KE, ItN 55904 /! MARK SMITH 2120 OTTER LAKE DRIVE b SAINT PAUL, MINNESOTA MI 10 TE11611119]M.N _ _ F_ y �'� 325. f p < JAN 2 81019 R LOT AREA TABULATION �--- -- M6 oz.s Lre PCF-9naa -F -7 r r T v I 'VDO�ER P�AT o®m I o � S" Is INDIAN OF i$ 4 MOUND , I1 1 K. 4 11 I ISI 1 1 CATCHERS CREEK I I I EAST III I ,.I ILBLOCK 2 ANDOVER, MINNESOTA ..--- L \ ' P01 [M TIII! YtfT 1 \ t vae,N+*v M.A,e �� c>I ACAmc InMwcF a cacxw «Nr,0, a,R \ \M w� vIMIn 1 ci'xciliu'cN'ro"'x nT.0 _ _ F_ y �'� 325. f p < JAN 2 81019 R LOT AREA TABULATION \ o®m oma o � S" Is zs 1 I I I I I I / I1 25 II // _ _ F_ y �'� 325. f p < JAN 2 81019 R LOT AREA TABULATION o®m oma o � JIM PD'. 303'223320002 220 ANDOVER BLVD RE HAM LAKE, RN 55304 OWNER: RICHARD k JUDY OWORAK /LFA/ / O c5e /c 4�4V� / • • Rc'tanVMBuc(w n I r W /I 9¢ Ihn nn arvFv )) ad 11 c w1mn at d r u'X cr< U cd At/C5 ] ]4 YH ]Oe PFLTYM PfII WV PEYEW 01 Gd _ _ _ --FEED DELINEATED WE LARD BY KJOLHAUC 7 z ENNROlENTAL —COON CREEK _ 100 YR FLOOD "FA,ELEV. =H80.6 rnln w,Eornnl: NAVD 1988 ATLAS 14 W: 303223330010 HM LAKE, M 55304 OWNER: KIRSTEN NARSTEN REVISED PRELIMINARY PLAT 01.24.2019 4 • • Know whars Below. L A N D F O R M Call), I, youdq. FMSMMRnM 0 • • 105 South FRY Avenue TBI: 612-252-9070 0 Suite 513 Fax: 612-252-9077 MinmapoUs, MN 55401 Web: Iandfoml.net FILENAME C201MEH13102B.N1 DWG PROJECT NO. MEH131028.001 NORTH PRELIMINARY PLAT S SITE PLAN 0 50 100 SHEET NO. 4117 TEMPMART PRE I A0E LANE UNiL PROP. TO THE WEST IS DEVELOPED. / I 20WI0E.6' CL 5 2' TOPSOIL & SEED / r 8" f �B"x6" TEE / 6" GV k HYp. RiWG gp6 / SAN. MH II aw _ / I STING eRe ILOINC EXgT NM ONk. ey, J evP TOTAL TEE & HYD. \ /ff*0$AN. STUB 1896 -868.09 �-1Ir-,Ir,Irnlr,Ir.,IF,,IT"IE-., bola• you dg. KE6 9ENOTES EMERGENCY 000.0 OVERFLOW NO: 253224410013 IIIII AT FENCE 3,775 FEET 'ER BLVO i PN 55304 LOV3TRULTbN FENCE 770 FEET EN MQHLENCANP EXSTINC PROPMe — 19131 ACQE3 14.83 ACRES 1— :FLOOD RAN MTIGATYAI MnDOT SITE LINESI _ NO SCALE I 0005 PID: 253224140005 155 ANDOVER 3 -VD NW g0 0 pD: 253224140006 3AWOVEQ,ENNI I P0; 2532241a0007 121 ANDOVER BLVO NW MU 253224140008 W. 253224140009 253224140010 ANDOVER, Y41 153J4 EULDNG TYPE—_Fgwo 0.NOOVEQ, M 33304 59 ANDOVER &-VD NW ANDOVER, ryN 53J04 3P AWMVER N -VO NWMD. Q I'RII EASEMENT ELEVATION 14550 UNVLQ5ITT AVE. NW OWN9d44V k IMA MER Gf=%XX.X FRONT CARACE FLOOR OWN12: PATTY PRLENE TRUSTEE I OWNJOHN k SHIRLEY BEAN I OWNER: KARI k KENNETH KAGER I ANDOVER, M 55304 OW R<WALTER k KA—G11YOT1 THILOON cFes AMOVER, MN 35304 �\ � —+ I I F000° Ea. �Oe GF®,I tlWNER: JASON! MAW C�ENTLcTON 9 1' Fag BOP .. ell...., .�,. •. 910E , 'N� ypd .. - -- -- - ________-1_ --- -`_i. ... -��-- \--'- .. J L N89'23'21 *'W 970.49 ------- ---------�F120TECTON_ MET __ _______ _ �v PROJECT MANAGER REVIEW TEMPMART PRE I A0E LANE UNiL PROP. TO THE WEST IS DEVELOPED. / I 20WI0E.6' CL 5 2' TOPSOIL & SEED / r 8" f �B"x6" TEE / 6" GV k HYp. RiWG gp6 / SAN. MH II aw _ / I STING eRe ILOINC EXgT NM ONk. ey, J evP TOTAL TEE & HYD. \ /ff*0$AN. STUB DESCRIPTION ESTIMATED QUANTITY -868.09 r, Below. bola• you dg. KE6 9ENOTES EMERGENCY 000.0 OVERFLOW NO: 253224410013 - - AT FENCE 3,775 FEET 'ER BLVO 13�11111111111, PN 55304 LOV3TRULTbN FENCE 770 FEET EN MQHLENCANP EXSTINC PROPMe — 19131 ACQE3 14.83 ACRES 1— :FLOOD RAN MTIGATYAI 0.73 ACRES 5.59 ACMF5 90J yU�J --- 06 ..ems` _ Nom. F— T .E%I$T n MYLe MARK SMITH PID: 303223230014 2120 07E LAKE DRIVE 122 1431H LANE ND SAWTPAUL. UNNESOTA55110 NAM LAKE, HV 5530a TEL I612HNM98 OWNER: JEFFFRY ey TAMMY RILET 3D322323003NO: 3032232300 I6-- I -- 44 I45TH LANE E — HNe AN LAKE, MN E N OWNER: ICOR k TANYANA MALY 19 890 -------------- CATCHERS CREEK F FOF APP40K. 400' FAST ® APE EAST A IN ANDOVER, MINNESOTA OTM-889.0 I I 6 NWL=B9p04 A1..I pr D K ATA 14 Cy -1 TLAS 9 1 99 :fE Mery WEIHM. 0.A, • 1µ 1 4WNL EW.N4GE 4 FROMJ A. LQJf 'L 9 I I I Q2 <WRK M.ENut Y eA(M'AJ cd1P0. FewO FBwa Fewo 1 FBWO { NOLO Fazb I —�\ � LF®.3 GF�35 Cr®5I LF®5 tF®0 CF®.5 I �\ \ V\ ISI / 644 IT T �I S /_ °� � I/ I / Ct1 I L --i aa. J L �--J�. • I I / I/ �J2.A` r e / 1 E as6z N.W F `} r i SILT _ sD i (TYP) 'L° CP40/ P I I 1 1 ° a`•az°s r f I - . a<s°o I ( euOs r M4,2 7. I FeB9aWOo o { \ �•"/ 2 eat 89 n vE a.. vF '- 590 NLEr t me u sir wv una++ asa eLyEv N —. oreLTlax f �` } a""c toe vF Fav a ...14. a °L '1 T — — — — i — rvv. � Ex 2 Jr+ tan a of. wi�EW DESCRIPTION ESTIMATED QUANTITY :FLET PROTECTION 15 EACH KE6 9ENOTES EMERGENCY 000.0 OVERFLOW - - AT FENCE 3,775 FEET 0 MALBO% CLUSTER 8LK I LOV3TRULTbN FENCE 770 FEET y 000 PLAN IMPACT — HOOD PLAN 1— :FLOOD RAN MTIGATYAI VENUE i4AL%MNG PPO I EACH I I II I � II I I II I I I I I XXX.X : REAR ELEVATION EULDNG TYPE—_Fgwo a LNT TYPE .WO- FULL EASEMENT Q I'RII EASEMENT ELEVATION NORTH WALK LLT FB a HAL EASEMENT Gf=%XX.X FRONT CARACE FLOOR ELEVATION tf-0 -LOW FLOLY OEENf1t ORP K PENIOTESNUMBER OF COURSES CARAL£ 004 5 OR0PPE0 FRp1 I naE° I I cFes I I 'Fe° � 9°vO° I I F000° AT=940] GF®,I CGG=905.1 .� C.®,0 i CF�9°'75.0 \ J L g5z1.-0,76r. f� 144th 90J yU�J --- 06 ..ems` _ Nom. F— T .E%I$T n MYLe MARK SMITH PID: 303223230014 2120 07E LAKE DRIVE 122 1431H LANE ND SAWTPAUL. UNNESOTA55110 NAM LAKE, HV 5530a TEL I612HNM98 OWNER: JEFFFRY ey TAMMY RILET 3D322323003NO: 3032232300 I6-- I -- 44 I45TH LANE E — HNe AN LAKE, MN E N OWNER: ICOR k TANYANA MALY 19 890 -------------- CATCHERS CREEK F FOF APP40K. 400' FAST ® APE EAST A IN ANDOVER, MINNESOTA OTM-889.0 I I 6 NWL=B9p04 A1..I pr D K ATA 14 Cy -1 TLAS 9 1 99 :fE Mery WEIHM. 0.A, • 1µ 1 4WNL EW.N4GE 4 FROMJ A. LQJf 'L 9 I I I Q2 <WRK M.ENut Y eA(M'AJ cd1P0. FewO FBwa Fewo 1 FBWO { NOLO Fazb I —�\ � LF®.3 GF�35 Cr®5I LF®5 tF®0 CF®.5 I �\ \ V\ ISI / 644 IT T �I S /_ °� � I/ I / Ct1 I L --i aa. J L �--J�. • I I / I/ �J2.A` r e / 1 E as6z N.W F `} r i SILT _ sD i (TYP) 'L° CP40/ P I I 1 1 ° a`•az°s r f I - . a<s°o I ( euOs r M4,2 7. I FeB9aWOo o { \ �•"/ 2 eat 89 n vE a.. vF '- 590 NLEr t me u sir wv una++ asa eLyEv N —. oreLTlax f �` } a""c toe vF Fav a ...14. a °L '1 T — — — — i — rvv. � Ex 2 Jr+ tan a of. wi�EW 0OWIER.0 E ?eQSLN 4 90 vw p0 J96 x601 2.01. -7 w 00 ,x � w ae PM1 •e, oPN r'�_� 06y, ., °°_e 'O Rt, a, ♦ F 5YM50. 6 DESCRIPTION ESTIMATED QUANTITY :FLET PROTECTION 15 EACH KE6 9ENOTES EMERGENCY 000.0 OVERFLOW - - AT FENCE 3,775 FEET 0 MALBO% CLUSTER -v�.�.-o- LOV3TRULTbN FENCE 770 FEET y 000 PLAN IMPACT — HOOD PLAN 1— :FLOOD RAN MTIGATYAI VENUE i4AL%MNG PPO I EACH —1 DENOTES CRADNC FILL AREA LOCATED WIAH NYAUV 0 ,DENOTES EROSION CONTROL BLANKET :NNNF, VENCLE ACCESS XXX.X : REAR ELEVATION EULDNG TYPE—_Fgwo a LNT TYPE .WO- FULL EASEMENT Q I'RII EASEMENT ELEVATION NORTH WALK LLT FB a HAL EASEMENT Gf=%XX.X FRONT CARACE FLOOR ELEVATION tf-0 -LOW FLOLY OEENf1t ORP K PENIOTESNUMBER OF COURSES CARAL£ 004 5 OR0PPE0 FRp1 PROJECT MANAGER REVIEW 0 A I CERTIFICATION I 0OWIER.0 E ?eQSLN 4 90 vw p0 J96 x601 2.01. -7 w 00 ,x � w ae PM1 •e, oPN r'�_� 06y, ., °°_e 'O Rt, a, ♦ F 5YM50. 6 DESCRIPTION ESTIMATED QUANTITY :FLET PROTECTION 15 EACH KE6 9ENOTES EMERGENCY 000.0 OVERFLOW - - AT FENCE 3,775 FEET 0 MALBO% CLUSTER -v�.�.-o- LOV3TRULTbN FENCE 770 FEET y 000 PLAN IMPACT — HOOD PLAN 1— :FLOOD RAN MTIGATYAI VENUE i4AL%MNG PPO I EACH —1 DENOTES CRADNC FILL AREA LOCATED WIAH NYAUV 0 ,DENOTES EROSION CONTROL BLANKET :NNNF, VENCLE ACCESS XXX.X : REAR ELEVATION EULDNG TYPE—_Fgwo a LNT TYPE .WO- FULL EASEMENT Q I'RII EASEMENT ELEVATION NORTH WALK LLT FB a HAL EASEMENT Gf=%XX.X FRONT CARACE FLOOR ELEVATION tf-0 -LOW FLOLY OEENf1t ORP K PENIOTESNUMBER OF COURSES CARAL£ 004 5 OR0PPE0 FRp1 NW- FROM SHADOWBROCY NORTH A -AT MONO. TOM OF FOUNDATION •• LOW FLDLR ELEVATION AHMZ VE0 PER OARLYS LAW CALCLLATON$. NJ(E3: ft L GAQACE LOCATION INDICATED BY MNSWAY. 0 so 100 mw PAD DETAIL NO SCALE �µth eroic�m�cntnr �aW�Tm ers� REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fan SINWFInIA • • 105 SOelb Fit Avenue TEL 612-252-9070 Sum 513 Fax 612-252-9077 Minn "is, MN 55401 Web: IandfO-.mt FILENAME CX1MEH13I028.X1.DWG PROJECT NO. MEH131028.001 W7 IaYl I I NN :.-:. r:m. PP.I:. \\ PD: 253124410013OVER -. NO ANDBLVD NW ANDOVER, MN 55304 OWNER: KARMEN MOHLENCWF sx ter. 144th 7. K k 1 \ 1 NO r¢Wa FawO I° ff f f I I V / / Bao 5 eac.0 tl BeB.s r I, YI ee7.o 1 I f' I SET L ccT°I I I I I I mP31 I I A CCIP 7�I 6 P P :•i 'N mL SLK. W 3�� p _ ,I F LE TE� .- ''; 3.� 1 • i m kBo I IIII\ ooD vCHAT ME cur = 365 s � / / i / / �/ i�i'�, ��/ I./ I j ATHort=a 691I% 143,Z I PIP 5 2� 0 • E I / / / 14328 1' ERII yTT7 NW I f0l', LSTNc vRaPosiD II II 11 �I�I11 f 1 /OWNEQ40 0 7 RUSTEE / PEavlws AceEs 5 ACRESPENCEADOE5 5.59 ACRES I I / f / \ TP.ARSES Zo.44 ACRes 1 1 I 1 1 }) I f B• •• B IL B • •• B l I I 1 } aes L NUT L- PERIMETER %DVIENT CONTROLS PROR TO BECNI WORK AND MANTAN FOR Du4AnON a coNs1¢ucraN. aEnovE CONTROLS AFTER AeEAs coNrREunNL RUr45FF ARE PERMANENTLY STABLIZED AND RSPOSE a (FF yTE. --f ) 1 . _ ,-GO m _ J } 2. 1 ITT SOL MIMEOU DISTURBANCE TO THE CRWNL L5 SHOWN. 5LHLE OPERATIONS TO ( I 1 I I r - - n - rrmnzE LENcrH of ExvosuRE cF Qsru¢eED 3. MANAAN MOTIONAL LES SWJWN ARE THE PROLE RFOUIREI'EVE NSTALL ANO '-� \ \ 1 1 1 \ \' �- �.- 2q Ti32N4i 5T CONTAIN 5F)PCARRIED B AS WORK PROCEEDS TO PREVENT EROSION AND \ \ \ \ \ \ \ •BA V 14329 &IEQ, MINT 5T NW r / CONTROL SEDfEM CARRIED BY WHO OR WATER. \ \ \ \ \ \ \ AlAOVER, MN 55304 Y \ \ OWNER: JANET THOMAS TRUSTEE 4. REFER TO SWPPP NOTES ON SNEEi C3.3 FOe ADpTDNP1 REQAREMENiS. \ `\ \ \\ \ \ ' 1 V � • E. EXCAVATE P6N2 EARLY N THE C0N5T¢ULT0N SEQUENCE, REMOVE SEDIMENT PROM POND PERIODICALLY AND AFTER AREAS CONTRIBUTINC RUNOFF ARE PERMANENTLY P�F-�� F- SIABLIZED. 884 F G ex5TINC 6 CONSTRUCT INFILTRATION BASIN AFTER REHAInpE¢ OF 511E HAS PEEN STABLIZEO. \ \ \ \ \ \ \� 080 BE C'rP P �CCYP F BUILDING `ctT�CP ). SEED, 500, MULCH AND FERTILIZER SHALL FEEL THE FOLLOWNG SPECIFICATIONS, A3 \\ \ \_ �• f e $ TOPPED. \\aT ISOP SSC TDN NUMBER - _ - �_ w - F � 00 - SOP MNEDECOY 3078 /� G -T l t . -F �GN�l�- F FW •- SEED DECOY 3876 - -'LCFP CCFP ✓�"- i F -F. F FW 8=B FN TYPE 22 -III 0 G LB/AC - TEMPORARY Y FN TYPE 25-121 ® 61 LB/Ac - PEWIAxENr _ COON CREEK �F-F 1N TYPE 33 -261 -INH,. BASN O 35 LB/AC FN TYPE 33-261- / 100 VR FLOOD ,-(\ FLOOD PLOW MTIGAiION O 35 LB AL ELEV.=880.2 9 MULCH MMOT 355- VD P`9 FERTILIZER f1NDOT TYPE I a 2 TON/AC F ATLAS 14 F -FW -F-BF. N�F_ b \ 8. 500. SHALL BE SCARIHEO i0 A MINIMUM DEPTH OF 8' PRIOR ILD ¢ESEEUNL i0F-FW- _ REDUCE SQL LOMALTICN. A. SCRAPE ADJACENT STREETS CLEM DAILY. STREET SWEEPNC 6 REQUIRED A MNMLM OF I TIME PER WEEK OR AS DIRECTED BY THE CITY ENCNEER- so IO. INLET PROTECTION SHALL BE ¢ENDUED PRIM TO WATER FREEZE AND REPLACED N SPRNG IF SITE STA&.KATION IS NOT ACNEVED (AT THE INLECTYNI OF THE CITY IN BZ• I EX. SAN, Thi ENGrvEEe). 12" P -S R=800.25 B • eVC SANTARY SEWER-$$ NV: 862.'19 8e0 II. CONTACT URER ttY SERVICE GROVDER5 FOB FIELD LOCATION OF SERME5 72 HOURS ®D 27Y. POOR! TO BECIIII CRARNc. 12. REFER TO THE LEOTECNNCAL REPORT PREPARED BY NORTHERN TECHNOLOGIES, INC., NFILTRATILN BENCH NWL: AMA DATED FEBRUARY 15, 2015, FOR ADDITIONAL INFORMATION ON BACKFILL MATERIAL, WITH NATNE SOLS. 080.0° BENCH CROLWDWATER CONDITIONS, AND COMPACTION REWR MENT5. 13. REWJVE TOPSOIL FROM CRAMC AREAS AND STOCKPILE 9 FFILENT QUANTITY FOR "UM N. REMOVE .SURFACE AND GROUND WATER PROF! EXCAVATIONS, 15. AN INDEPENDENT TESIING FRM SHALL VERIFY THE REMOVAL OF OBGANC AND AND P PERIODIC UNSUITABLE SOLS, SLL LORRECTKIN, ANO COMPACTION ROVDE REPORTS TO THE OWNER. 24° CLAY LWE4 K. PLACE AND COMPACTMEHILL OUT LIFT THICKNESS CO MATCHED 10 SOIL TYPE AND PLACECOMPAAIGN E PMENT TO OUT. L SPECKED SS MAL1pN TO SSI, RY THE LFT. A POND 13P GROSS SECTION U. ALL SITE CRADNG MJ51 BE COPURTED, CERTEED BY THE eNONEfR ANY ALL OFF L3.2 NQ OCALE ROAD GRWINC ECEPMENT 4EM01W BEAPRE STARTNC ANY UTLITY WORK. I. REFER TO PLAN FOR LFER LOCATION. IB. 5TE 6 LOCATED WITHIN THE BOUNDARIES OF THE COM CREEK WATERSHED DISTRICT. 1. CLAY LINER SHALL HAVE AN N -RACE HYDRAULIC CQDNITY UCTOF MIC -5 CENTIMETERS O2 LESS. M, MAXIMUM SLOPE SHALL BE 4:1. 3. S0. COMPACTION OP LINER WITH DOCUMENTATION PROVIDED TO ENCNEER TO EE AS SPECIFIED N MRCS WISCONSIN CONSTRUCTION 20.RESTORATM WORK SHUL HE COMPLETED WMHN T DAYS OF CRAQNG COMPLETION SPECFICATION 104 EARTN HI f02 WASTE STORALE GAOUTES. 4. THE MNI 1NKXNESS C4 OF THE LNER SHALL BE 24 HOMES rk uPas 0f1AIL00% CLUSTER 00 AA 902 G Wim\\ I 3032233 SYMBOL t� I - 1 +L"E°* i _40 ANDOVER BLVD I E0. DENOTES EfERCENLY 000.0 OVERFLOW �J 1 g dt hIRKE MIN 55304 0f1AIL00% CLUSTER 00 T----V--O B ' ° - OWxER ° E �' R °" - � MARK SMITH South FM Avenue Tel: 612-252-9070 G ` I 2120 OTTER LAKE DRIVE -:_ , ON -� TRACXMJC' FENCE kf Mare"is, MN 55401 SKINT PAUL, MINNESOTA 55110 PROTECT °^ _ -1 WCA BM1 O4 1L1151ryq}OSSB DENOTES CQWNC PLL AREA LOCATED NEW FWnD 0 FINE NAME C301MEH131026.001 DWG Pn EROSION BLANKET - �F-Gw PRovosEO 0 A \\ I 1A11ENI B/ \ \ ,rIn, xxx X REAR ELEVATION D :DENJTES PON) LAMP BLCONG TYPE- PS UNIT TYPE 9L6 H WO - FULL BASHENT WO I R' 1 ti -- 0933 61%- 2O ® I A025 X098 �[ II III FBW®�� vNDO I I ! I - I 2 I I I 816 I II T- � ll CATCHERS CREEK B B9 ' I EAST \ J sro �az \ ANDOVER, MINNESOTA POND C 3P \ 9 90A - su [M. ifRF 1EEi NWL+BBOO \ A qqr C} WIfWP 0. i�d NE RYI� MNL- B }px C[I GFF 0.I.f d 9rtE 0.N1 ATLAS N I \ C>_i L� �WdWLE k [R05R1 LMR0. I \ ejO L1 C R¢YH42T ul. 1 wD �RJLIYM PH -S s ANDOVER BLVD NE 220 ANKS. HI NAM LAKE, FN 55304 OWNER', RCNARD E JLOT DWO4A9 AA 902 G Wim\\ is F O R M SYMBOL t� I 900 1 +L"E°* i ABBI"AY I E0. DENOTES EfERCENLY 000.0 OVERFLOW g dt SLY FENCE 3,775 FEET 0f1AIL00% CLUSTER 80D �SLT c7 FENCE B e E"E-6 South FM Avenue Tel: 612-252-9070 G ` I Sado 513 TREE vac -� TRACXMJC' FENCE kf Mare"is, MN 55401 Web: landfOM.net PROTECT :VEHICLE ako EACH _ -1 WCA FeNCE DENOTES CQWNC PLL AREA LOCATED NEW FWnD 0 FINE NAME C301MEH131026.001 DWG -, EROSION BLANKET - �F-Gw PRovosEO E / \\ I 1A11ENI B/ \ \ ,rIn, xxx X REAR ELEVATION D :DENJTES PON) LAMP I VTO) PO: 75322441017,e \ ANDOVER m 55304 OWNER: 5H40VB000t COVE rOWNYNE3 A3501. 112 890 P STAAMT Le D".lz OVERFLOW / 601 B P '0A D BBB 1' I ^p- FLOOD PLAIN `q 1 YV MTIGA(bN F• L / 490 CU.YDS. 810 / EROSOu 990 CONTROL ^LVED JAN 2 8 2019 DELINEATED p BY WET JOL ENJIQOMENTAL r GOON CREEK 100 YR FLOOD `u46,3 ELCV. =880.6 ,o NAVD 1988 ATLAS /4 Bf4 PD: 303223330010 HAM LAKE, M 55304 OWNER KI4STEN HARSTEN oee Tae RNvwe�wp " ML,1 A", 4I San o ape vTy v le ed zr HA zFA ..MW er PP.. p, P. an ark. areo�xm�P M:11 I'll 140 m[kcwvA. un wranuNSPPNcrtr rsx[Aae xn vase. mis Ba* w ua mrwa� intro •yarn mNrmin9�Bxw,wvaursv� T.o�p,wrrcr REVISED PRELIMINARY PLAT ' 01.24,2019 Q • e a 0 HVL FPCM SHADOWMOCK NORTH Oi.A7 POND. ELEVATION ARCARACE ELOOR 6 DROPPED FROM rr LOW FLOOR VATION APPROVED PER DCY'5 LAW LALCLES: TATIONS. NOTTOP 6 FphOATIOV Fx I. GARAGE LOCATION IPXMhTED BY p2NEWAY. 0 SD 100 SHEET N0. 6111 PAD DETAIL NO SCALE ,.�..,.,,_•_..._.».�...,.�.,....r.m�P ' L A N D F O R M SYMBOL t� DESCRIPTION ESTIMATED WANTITY PROTECTION 15 NSI•/I�9F�IMfWBelcW. K Call I, YaUaD• FIOMII SIElm FIBlfJI • INLET EACH E0. DENOTES EfERCENLY 000.0 OVERFLOW SLY FENCE 3,775 FEET 0f1AIL00% CLUSTER :CON5TRUCTION FENCE 170 EEEr� RAN IMPACT105 South FM Avenue Tel: 612-252-9070 SLOW FLAN Sado 513 Fez: 612-252-9071 -� TRACXMJC' 't'I'OOD RAN MTOA1xIN Mare"is, MN 55401 Web: landfOM.net L :VEHICLE ako EACH _ -1 1 DENOTES CQWNC PLL AREA LOCATED NEW FWnD 0 FINE NAME C301MEH131026.001 DWG -, EROSION BLANKET CANT. -HOE ACCf55 DENOTES CONTROL PROJECT NO. MEH131028.001 xxx X REAR ELEVATION D :DENJTES PON) LAMP BLCONG TYPE- PS UNIT TYPE GRADING DRAINAGE H WO - FULL BASHENT Q : IN" BASEMENT ELEVATION NORTH EROSION R' WF8 - FUELBASEIENT GF=xx%% FRONT GARAGE FLOOR ELEVATION DI - LW HONR W ORP IC DENOTES NUMBER OF LOIRSEs HVL FPCM SHADOWMOCK NORTH Oi.A7 POND. ELEVATION ARCARACE ELOOR 6 DROPPED FROM rr LOW FLOOR VATION APPROVED PER DCY'5 LAW LALCLES: TATIONS. NOTTOP 6 FphOATIOV Fx I. GARAGE LOCATION IPXMhTED BY p2NEWAY. 0 SD 100 SHEET N0. 6111 PAD DETAIL NO SCALE ,.�..,.,,_•_..._.».�...,.�.,....r.m�P I. iHEC'L'RPENIM4.T'ESOTA CCNSiFLCIKKJSiIXNN/AI6iG G61S4AtlfFNRIFEFIMi)OAIEDADGUSi I, M1815 PFFERENCm NiXIS WCUNENrAs IXE FEAVI! MESYM1YV INLLLOEd 1XEFgLG4YM S, CONSTRUCTION ENTS PREPARED BT LALFORM STORITI MANAGEMENT REPORT PREPARED BY LANDFORM MAINTENANCE PLAN FOR PERMANENT STOQMWATEQ BMPS • CEOTECHNCAL REPORT PREPARED BY NO u1 cg1FTMENid NUSTffttEPTCNSREBYIHE P^FfiPiOR PiFYCO NOrHAYF.l10.' INEOlW1VfOLOUMEMS STE LOCATION: LATRUDE: 932676111 LONCNUOE -452366667 GSTURBED AREA = 17.3 AC. PRE-CON5TROOTION MpeRVTCUS AREA WITHIN OLSTURMO AREA = 0.7 AC. POST -CONSTRUCTION MPERVIOIS AREA WITHIN DISTURBED AREA = 5.6 AC. BUT CLLMKE N IMPERVIOUS AREA WREN OLSTRUMP AREA - 4.9 AC. TYPE OF 5T0RISWAfeQ MANAGEMENT: • INNLTRATION • FLTRATONI • WET SEDIMENTATION LAOSIIM PREVENTION ANS SEOPENT CONTROL DUMMIES ARE ON SHEETS C3.1 - C3.2 THE OPERATOR SHALL HAVE PRIMARY RESPOWELTY AND SICTNMCANT AUTHORITY FOR THE DEVELOPMENT, IMPLEMENTATION, MAINTENANCE, INSPECTION AND AMENDMENTS TO THE APPROVED SWPPP. DUTIES NCLUDE BUT ARE NOT LMTED T0: • ENSURING FULL COMPLIANCE WITH THE 5WWP AND THE PERMIT IMPLEMENTING ALL ELEMENTS OF THE SWPPP, WILLOW BUT NOT LIMITED VK .. IMPLEMENTNC PROMPT AND EFFECTIVE EROSON AND SEDIMENT CONTROL MEASURES .. IM0.EMENTNG ALL MJON-STORM WATER TIMACEMENT, AND COOL HOUSEKEERNG EMPS 6WURW THAT NO MATERIALS OTHER THAN STORM WATER ARE DISCHARCED IN CVANTITES, WHICH WILL WIVE AN ADVERSE EFFECT ON RECENTW WATERS OR STORM DRAIN SYSTEMS, ETC. • CONWCTINC ROUTINE INSPECTIONS AND MAINTENANCE • ENSURING ELMMATI(M OF ALL UNAUTHORIZED OSLIHARCES • COORDNATING TO ENSURE ALL Be THE NECESSARY CORRECTIONS / REPAIRS ARE MADE IMMEOIATELY, AND THAT THE PROJECT COMPLIES WITH THE SMgW. THE PERMIT, AND APPROVED PLANS AT ALL TIMES. L OPERATMWSTOEVELP°RuTKKIPREVENilONM4WG'MFAYMEASDNES.IMP(FAENTGWOHOtSEXMPAO BMPS NUSTPO LOW ALLADYACABIFFEOEPAL STATE ANOLOGL BUIIDING COCES OCCUPATION4 SIFElY UCWmcCIIOSIW, AMO THEGENERLL CpKKIICNSMq GENERLLP£OIMflEMENi40GTA£CONSiFIULMN CPYIMLi 2. THE OPERATOR SHALL MINIMIZE THE EXPOSURE TO ST02MIWATEQ OF ANT OF THE RROJUCTS, MATERIAL, OR WASTES STORED ON SITE THAT MAY WASH DOWNSTREAM OR CONTAMINATE 51ORMWATER. 3, WI PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST EE UNDER COVER. 4. CHEMICALS AND LANDSCAPE MATERALS SHALL BE UNDER COVER TO PREVENT THE PSCHARCE OF POLLUTANTS. 5, OPERATOR TO TRACK PROLRESS OF THE FOLLOWNG ITEMS ON STE MAPS: PORTABLE TOILETS, MATERIAL STORAGE AREA5. VEHICLE AND EQUIPMENT FLEUNG AND MAINTENANCE AREAS, CONCRETE WASHOUTS, PAINT AND STUCCO WASHOUTS, DIFIP'TH25 OR OTHER TRASH AND DEBRIS CCNTANERS, SPILL KIT5, STOCKPLES, ANY OTHER NON-STRUCTURAL NON -STORM WATER MANACEMENT BMPS, ANY TEMPORARILY REMOVED STRUCTURAL OFFS, ANY CHANCES TO THE STRUCTURAL EMPS. 6. 5BOV WASTE: COLLECTED 5EDNENT, ASPHALT AW CONCRETE MLLNCS, FLOATW DEBRIS SAFER, PLASTIC, FABRIC, CNEIRICTICN AND DEMOLITION DEBRIS AW OTHER WASTES MAST Be DISPOSED OR PROPERLY AND MST COMPLY WITH ICA DISPOSAL REQURWFNTS. 7, HAZAROOUS WASTE. OL, GA50FNE, PLANT AND ANY HAZARDOUS SUBSTANCES MUST Be PROPERLY STORED N SEALED CONTANERS TO PREVENT SELLS, LEAKS OR OTHER DSCHARCE. RESTRICTED ACCESS TO STORAGE AREAS FUST BE PROVIDED TO PREVENT VAWAL6M. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR MATERIALS MUST BE IN CMOPLANCE WTH MNN R. CH. 7045 NCLUCANC SECONDARY CANTAW`ENT AS APPLICABLE. 8, PORTABLE TOLETS MUST BE POSITCNED SO THAT THEY ARE SECURE AND WILL NOT BE TAPED OR KNOCKED OVER. 9. CONCRETE AND OTHER WASHOJT WA5TE: OPERATOR MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL UQUID AND SOLD WASTES CENERATED BY WASHOUT OPERATONS THE LIQUID AND SOLD WASTES MST HOT CONTACT THE CRQM), .0 THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT N ROWDY' FROM THE WASHOUT OPERATIONS OR AREAS. LIOLL AND SOLID WASTES MUST EE 06POSED OF PROPERLY AND IN COMPLIANCE WITH MPCA POLES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REULI SITE PERSONNEL TO UTILIZE THE PROPER FACILITES FOR DISPOSAL QF CONCRETE AND OTHER WASHOUT WASTES, 10. EXTERNAL VEHICLE WASHW EXTERNAL WASPW OP TRUCKS AND OTHER CONSTRUCTIGJ VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTANED AND WASTE PROPERLY DSPOSED O. NO EWNE DELREASHL 6 ALLOWED ON SITE. II. OPERATOR SHALL TAKE REA50UBLE STEPS TO PREVENT THE 05CHARCE R SEALED OR LEAKED CHEMCAL5, IWILLI PUH-, FROM ANT AREA WHERE THEY WILL BE LOADED OR UNLOADED AS DETAILED N THE PERMIT. I. OWNER: MARK SMITH 505 LAKE SIDE OR, BAYPORT, MN 55003 651.936,4152 MNEROUSTOMLTEHLMESMN.COM 2. OPERATOR: TO M DETERMINED. CONTACT OWNER UNTIL CONTRACTOR 6 SELECTED, J. LONG TERM MAINTENANCE AND OPERATION PTT OF AWOVEQ 1605 CROSSTOWN BLVD, NW ANDOVER, MM 55304 763-755-5100 4. SWPPP OESGNER: RANDY HEDLUND, RE- UNDFORM PROFESSIONAL SERVICES 105 SOUTH FIFTH AVEWB, SUITE 50 INNFAI MN 55401 612-252-9070 p1EWLW64ANDFBBET CERTFCAiION; U BE MN, DESIGN OF CONSTRUCTION WIMP, EXP. MMT 31, 2019 5. SWPPP NSPECTOR/MANAGER: FRED VO -Z, LAWFOQM P20FESSDNAL SERVICES 105 SOLO RUTH AVENUE. SURE 50 MNNEAP0.6, MIN 55401 611 FVOLZOLANDFORMNET CERTFCATKN: U OF ON, CONSTRUCTION SITE MANAGEMENT, EN, 2021 6. MR INSTALLATION AND REPAIR: TO ON WTERMND. CONTACT OWNER UNTIL MP Ni AND MAINTAINER 5 SELECTED. CERTIFICATION, , EXP. L CONSTRUCTION ACTIVITY W -Bi WOSON AND MOMENT CONTROL BTPS NSTALLATICH, C -FARING AND CRUMNC, STE CRADNC, UTILITY NSTALLATDN. Bet -OW CONSTRUCTION. PAVING, AND LANDSCAPi I, INSTALL PERIMETER SEDIMENT CONTROL BMPS PRIOR TO START OF OTHER SITE WORK_ REFER TO CRADNE. DRNNACE. PAVING AND ER05ON CONTROL WDETS) FOD MAL LOCATIONS OF BMPS. 2. PROTECT INIFTWATION AREAS WITH CONSTRUCTION FENQWG NSTALL FENCING PRIOR TO SITE GRADING OR WTHN 24-HW05 UP EXCAVArW AN INFILTRATION BASIN. 3, CONSTRUCT TEMPORARY / PERMANENT SECTENTATM BASNS PRIOR f0 UPLAND DISTURBANCE, INSTALL PERIMETER SEDIMENT CONTROL BMPS AROUND NORMAL WATER LEVELS WITH) 45-HOJR5 OF COMPLETON OF BASH CRADIND. C STABLIZE OUTLETS KOM TEMPORARY / PERMANENT SEGMENTATION BASNS WITHIN 24-HOU123 OF OUTLET CONSTRUCTION. 5. PERFORM WORK N PHASES TO MIN'FLE 05TURBED AREA AT ANY ONE TME, OPERATOR TO DEVELOP PHASNC RAN FRII TO START OF WORK, 6. STRIP TOPSOIL FROM AREAS TO M DISTURBED AND STOCKPILE WITH PERNETER MOMENT CONTROL BMPS. PROVIDE STABLQATION F STOCKPILE 5 LEFT LONGER THAN 14 DAYS, 7. ROUCH CTRAOE STE, 0, INSTALL UTLNIES. 0 INSTALL SMALL UTILITIES (GA5, ELECTRIC. COMMUNICATIONS). 10, FINAL CRADE PAVEMENT AREAS AND COMPACT BLOCKADE. It LAY DOWN PAVEMENT ACCRECATE AND COMPACT. 17. NSTALL CURB AW CUTTER. BACKFIL AFTEQ A M IMUMI OF THREE DAYS AND PROVIDE A MINIMUM OF TWO ROLLS OF SOP AT THE BACK OF CURB. 13. CONSTRUCT BUILDING / ADDITION AND SItE FEATURES. 14, CONSTRUCT SITE WALKS AHD PATIOS, 15, PROVNE FINAL STANIJZATION. 6 CONNECT NFILTRATION / FILTRATION PRACTICES TO 5TWM SEWER INLETS. 17, REMOVE TEMPORARY WAS AND DISPOSE OF PROPERLY, WATERS WITHIN ONE MILE OF SITE L COON CREEK 5 IMPAIRED BASED ON THE CURRENT USE A, 303(d) CLEAN WATER ACT LIST; IS WITHIN I MILE OF THIS WE: AND 5TORMWATER OISCHWCE5 TO T. IMPAIRMENTS WE AQ: AW 2, TMGLS HAVE BEEN ESTABLI FOR ENOL', INVERT BD I, SET PENCE - 4.095 LF. 2, NET PROTECTION - 15 CH'S 3, ROCK CONST. ENTRANCE - 1 4. EROSION CONTROL BLANKET - 5.500 S.Y. 5. TEMP, SEED AND MULLTH - I7,O AC, 6. PERMANENT SEED (POND SLOPES) - LO AC. SEE GRAVING. MANAGE. PAVNC AND EROSION CONTROL SFEETS FOR THE LOCATDN AND TYPE OF TEMPORARY eQNON PREVENTION AND SEDEIEM CONTROL EMPS, SEE ORAONC AND MANI UI AND LANDSCAPE SHEETS FOR THE LOCATION AND TYPE OF PERMANENT EROSIGL PREVENTION AND SEDIMENT CONTROL IMPS 2. APPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASNC, VEGETATNE BUFFER STRIPS, HORIZONTAL SLOPE CRADW) SHALL BE USED TO NJ112E ER051ON. AREAS NOT TO BE 0BTJOOEO BWEFE25. INFLTRATION BASHS, ETC) SHALL BE PROTECTED WITH CONSTRUCTION OR SLY FENCE BEFORE WORK BEGINS. OPERATOR SHALL DEVELOP METHODS TO M1NMle SOL COMPACTION OIOBVE OF BULGING PADS, PAVEMENT AREAS AND UTILITY TRENCHES AND SHALL USE TRACKED EUUPMENT WHEREVER PRACTICABLE. TOPSOL SHALL Be SALVAGED AND REUSED TO THE EXTENT PRACTICABLE. 3. RIASE CONSTRUCT?! ALIMIY 5 OPEQUI MUST NOT 0191L1119 MORE LAND THAN CAN BE EFFECTIVELY INSPECTED AND NAIITAEFD. SEDIMENT CONTROL PRACTICES SHALL BE ESTABLE94D ON ALL DOWN LRAQENT PERMETERS BEFORE ANY UPGRADIENT LAND 0.5TW,BING ACTIVITIES II THESE PRACTICES SHALL REMAN N PLACE LNR FINAL STABILIZATION HAS BEEN ESTAB15HEO N ACCORDANCE WTH THE PEROT. THE TIMW OP THE INSTALLATION OF SEGMENT CONTROL PRACTICES MAY BE AVJUSTED TO ACCOMMODATE SHORT-TERM ACTIATES SUCH AS CLEAMW OR GRUBBING OR PASSACIF OF VEHKLES. ANY SHORT-TERM ACTIVRY MUST BE CO METED AS OU'CKLY AS P05561E AND THE SEDIMENT CONTROL MRAC14E5 SHALL BE NSTALIFD MMEGATH,Y AFTER THE ACTIVITY 19 COMW.ETEO. HOWEVER, SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED BEFORE THE NEXT PRECIPITATKM EVENT EVEN F THE ACTIVITY 5 NOT COMPLETE THE WRItAL WETTED PERMETER OF ANY TEMENORARY OZ PERMANENT DRAINAGE DITCH OR SWALE THAT GRAINS WATER FROM ANY PORTION CF THE CONSTRUCTION SITE, OR OVUQT5 WATER AROUND THE SITE, SHALL BE STABILIZED WrtHN 200 LNEAL FEET FROM THE PROPERTY EDGE, OR FROM THE PONT OF DISCHARCE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET SHALL BE COMFLETED WITHIN 24 HOUR5 AFTER CONNECTINC TO A SURFACE WATER. STABILIZATION OF THE REMPINNG PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES 02 SWALES SHALL Be COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRICTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DYNES OR SWALE5 THAT ARE BEING USED AS A SEDIMENT CONTAN ENT SYSTEM (WITH PROPERLY DESGNED ROD% DITCH CHECKS, BIO ROLL5, BLT LIKES ETC.) DO NOT HEED TO BE 5TAINI THESE AREAS SHALL BE 57ABIUMU WITHIN 24 HORS AFTER NO LONGER MW ICED AS A SEDIMENT CONTAINMENT SYSTEM. THE STE HAS A GSCHARCE POINT WITHIN LINE ME OF AND FLOWS TO, AN IMPAIRED WATER, THEREFORE ALL EXPOSED SOIL AREAS SHALL BE STABILIZED MMEDNTELY TO LINT SOIL EROSION IN THAT PORTYM LF THE SITE WHERE CONSTRUCT" HAS TeP%MWARILT 02 PERMANENTLY CEASED. TEMPORARY SOIL STOCKPLES SHALL HAVE SILT FENCE OR OTHER EFFECTIVE MVYMT CONTROLS, AND CANNOT BE PLACES N SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND CUTTER SYSTEMS, OR COWUITS AND DTCHES ME55 THERE 5 A EYPA55 N FLACF FOR THE STORM WATER, TENOIVWY STOC[PLES WITHOUT SIGNFICANT SET, CLAY OR ORGANIC COMPONENTS (EG., CLEM ACCRECATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAW STOCKPILES) AND THE CONSTRUCTED BASE COMPONENTS OF ROADS. PARKING LOTS AW SIMILAR SURFACES ARE EXEMPT FROM THS REOUIRWENT. 6. PROSECT 91LY23 OPERATOR SHALL AVOID WORK ON SLOPES WITH A CRADE OF 3:1 OR CREATER WHEN PRACTCABEE. CQADINC ON SLOPES WITH A CRAPE OF 3:1 OR STEEPER WLL REQ,RE TECFNILUES 3U AS PHASNC AND STABILIZATION PRACTICES LESIONED FOR STEEP SLOPES (E.C., SLOPE DRAINING AND TERRACNC), 7, F4mc/_TPR/nF/-T STORM ALL STORM BRAN NETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURINC CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR OSCHARCMC TO THE INLET HAVE BEEN STABILIZE. NUT PROTECTION MAY BE TEMPORARILY REMOVED IF A SPECIFIC SAFETY CONCERN HAS BEEN UENTFED. B. AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM, 9. E11 PMRETER CCNTR0.4 AND MOMENT BARe99 PRIOR TO PSTURBNC SOILS ON A PROJECT SITE, ESTABLISH SEDIMENT CONTROL &VS ON ALL DOWNCRADENT PERIMETERS AND WHERE SITE DISCHARGES TO PUBLIC WATERS. IO. DEWATERNC OR BASN DRANNC OF TURBID OR SEDIMENT LADEN WATER RELATED TO CONSTRUCTION ACTIVITIES SHALL M BOCHPRCED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN OR TREATED WITH THE APPROPRIATE BIP PRKR TO ENTERMC THE SURFACE WATER. 06QHARCE SHALL NOT CAUSE NUISANCE CONDITIONS EROSION IN RELEIVNG CHANNELS. ADVERSELY AFFECT RECEVNC WATER OR "PACT WET -MOS. OR DOWNSTREAM PROPERTES, DSCHARCE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSON AND SCOUR BY ACCEPTED ENERGY DOWATION MEASURES. DSCHARCE WATER CONTANNG 0. OR CREASE SHALL BE TREATED TO REMOVE OL OR CREASE PRIOR TO DSCHARLE TO SURFACE WATERS. REFER TO PERMIT REOUREMENTS FOR TEMPORARY OR PERMANENT MOMENT BASIN$. II, ESTA SNSNLD CIMSTRIICMN EMIRS VEHICLE 1RACKNC PASS SHALL Be ESTABLISHED AS SHOWN ON THE ORAONL', MANAGE, PAVNC AND EROSION CONTROL SHEET TO III TRACKING OF SEDIMENT FROM THE CONSTRUCTION STE ONTO ADJACENT STREETS, R. OPERATOR MUST NOT EXCAVATE INFUTRATION SYSTEMS TO FINAL CRAZE OR WITHIN THREE FEET OF FINAL GRADE UNTIL THE CONTRIBUTNC DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY 5TABLEEU UNLESS RIGOROUS EROSDN PREVENTKM AW SEGMENT CONTROLS HAVE BEEN INSTALLED_ WHEN EXCAVATING AN pELTRATION SYSTEM TO WHEN THREE FEET OF FINAL CRADE. OPERATOR SHALL MARK CFF AND PROTECT THE AREA PROM HEAVY CONSTRUCTION EQIPMENT TO PREVENT COMPACTION OF SOLS. IJ. =JAS PERMITTEES MUST UKCNARCE TURNED OR 5EGMENT-LADEN WATERS RELATED TO WWATERNC OR BASIN DRAWING TO A TE NOZWY OR PERMANENT SEQMENT BASIN. DSCHWGE5 MUST NOT CAUSE EROSION OR SCOUR NEAR THE SEMI POINTS. 1, THIS PROJECT DOES HAVE MORE THAN OACRES DRANNC TO A COMPIN LOCATION AND THE SITE BRANS TO AN IHPARED WATER, THEREFORE A TEMPORARY SEGMENT BASIN 6 REQUIRED, REFER TO C3.1 AND C3.2 SHEET FOR FURTHER INFORMATION. 2, TEMPORARY 5EV11'IENT BASINS WALL PROVIDE TREATMENT TO RUNOFF EEFLQE IT LEAVES THE CONSTRUCTON SITE OR ENTERS SURFACE WATERS. THE CONTRACTOR SHALL COMPLY WITH THE F0.LOWNC REOLR2EMENTS: A. SEOVIENTATION BASINS MUST PROVIDE WE STORAGE OP RUNOFF RE32_TNC FROM THE 2 -YR 24-W RAINFALL EVENT FROM EACH ACRE ORANEO TO THE BASE WITH A MNMUM LF 1.800 CF/ACRE WE STORACE VOLUME. (WERE NO CALCULATION HAS BEEN PERFORMED, EACH BASH SHAEL PROME AT LEAST BLESS CF/ACRE OF WE STORAGE.) SEDIMENTATION BASNS MUST INCLUDE A STABUI EMO CENCY OVERFLOW TO PREVENT BASIN NTELRITY FAUEURE, B. GSCHARLE FROM TEMPORARY SEDIMENTATION BASKS WILL Be WITHDRAWN FROM THE SURFACE IN ORDER TO HUSTLE THE, 06CLI OF POLLUTANTS. 3. (MCHARGE FIRM BASH BRANNY SHALL NOT ADVERSELY AFFECT THE RECEVNG WATER OR DOWNSTREAM PROPERTIES_ CONTRACTOR WILL VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND THAT WSANCE CONDITIONS WILL NOT RESULT FRO1 THE DSCHARCE, 4. ANY DSCHARGE 0155ERVE0 TO BE OCCURRING WRNG THE N`AECTION SHALL Be RECORDED, UE54CROED, AND FHOTOGRAP-i 5. F ANY PR0905W TEMPORARY BMS ARE NOT WORKWC AS PLANNED REFER TO THE 'STORMWATER COMPLIANCE ASSISTANCE TOOWT FOR SMALL CONSTRUCTION OPERATORS', MBCA, 2017 FOR ADOLO NAL INFORMATION, OPERATOR SHALL CONTACT THE SWPPP O UNE¢ PM ADOI ZONAL REQUIREMENTS AND INFORMATION. I. SEE CRADNC AND DRAINACE. UTBITY. AND LANDSCAPE SHEETS FOR POST CONSTRUCTION AND PERMANENT STORMWATER SHIPS. I. PERMITTEES MUST ENSURE A TRAINED PER50N WILL INSPECT THE ENTRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN OATS OURW ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN OS�NCH N 24 HOURS. 2. WSPECTIONS SHALL INCLUDE SIABLIZED AREAS. EROSION PREVENTION AND MOMENT CONTROL BMPS, AND INFILTRATION AREAS. 0 PERATTEES RST RECORD ALL IWMECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOUI OF BEW CONDUCTED A5 DETALEO N THE PERMIT. 4. W, MANTENANCE: • FOLLOW THE DESIGNER'S OR MANUFACTURER'S RECOMMEWEO MAINTENANCE PROCEDURES FOR ALL BMPS. • REMOVE SEDIMENT FROM WW5 WHEN ME DEPTH OF WOMEN HAS REACHED 1/2 THE HEIGHT OF THE BMP AND PROPERLY DISPOSE OF SEDIMENT INTO CONTROLLED AREAS TO PREVENT SOL FROM RETRNING TO THE BMP BORING SUBSEOUENT RAM EVENTS • REMOVE MOMENT FROM PAVED ROADWAYS AND FROM AROUND Web PROTECTNC STORM BRAIN NLET5. • ENSURE THAT CWSTRL'CTVJN SUPPORT ACTNIrIES NCLUDW BORROW WEA5, WASTE AREAS, CONTRACTOR WORK AREAS, AND MATERIAL STORAGE AREAS AND DEDICATED CONCRETE AND ASPHALT BATCH PLANTS ARE CLEANED AND MAINTAINED. • REPLACE DAMAGED &PS THAT NO LONGER OPERATE EFFECTIVELY. 5. ADD OFa AS HEELED TURING CONSTRUCTION TO MI ER090N AND PREVENT SEGMENT FROM LEAVW THE $NE. I. THE SWFFP (ORIGINAL OR COPES) W ILLI ALL CHANCES TO ?, AND INSPECTIONS AND MAMTENANLE RPCGQ05 SHALL BE KEPT AT MINE SITE DURING CONSTRUCTION BY THE OWNER / OPERATOR WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN ETHER THE FIELD OFFICE OR M AN ON STE VEHCLE SUNNI NORMAL WORKING HOURS. 7, ALL OWNER(5) MUST KEEP THE 5WFW, ALONC WITH THE FOLLOWING ADDITIONAL RECOWS. ON FILE FOR TORFe (3) TEARS AFTER SUBMILiAL OF THE NOTICE OF TERMINATION (NOT), THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 3. TIME FOLLOWING IS A LIST OF RECORDS THAT SHALL BE KEPT AT THE PROJECT SITE AVAILABLE FOR INSPECTORS TO REVEW: e COPY OF THE 5WPW, WLO ANY MOGFICATIGNE . INSPECTION AW MANTENANCE RECORDS • PERMANENT OPERATION AND MAINTENANCE AGREEMENTS • CALCULATIONS FOR THE DESIGN OF TEMPORARY AND PERMANENT STORM WATER MUNAGEMENT SYSTEMS . ANY OTHER PEQMTS REOURED F02 THE PRC.ECT • RECORDS OP ALL INSPECTION AND MNNTENANCE CONDUCTED WRNG CONSTRUCTION • ALL PERMANENT OPERATION AND MANfEMMKE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLLOWG ALL QCPT OF WAY, CONTRACTS, COVENANTS AND OTHER SHOW REOUREMENTS RECARDNC PERPETUAL MAINTENANCE; AND • ALL REQURED CALCUATKAS FOR OESDN OF THE TEMPORARY AND PERMANENT STORM WATER MANACEMEN! SYSTEMS. I. IME OWNEelNfA41CIt(SI AflIdiAMNp IXE SNPrYAd NECESSWY iD Wf}UOE.NO'IKKNI REplIRF1ENiS dLUTAd MA'IRMLLL pt MJDIFIED&/PSDFSIGAEOIDCCFPF[i RiCE1FM51DEN11FIEpMMCPE$$SINATRIN9 ASDDAIFD INTEPERINI. I. IME BYNFArCpDi1KWI51 MU5rEx4UREfF4LLsrApARAIpVOFTlE9(IE N tEsrAExu ymA50ETHUEw 1XEFERVII L BYMA/0.°E4Ai0q(5)WI,W.WG r0 iE0.VM{IlECOVFIN4E UAVEP MId FEFWIMUSi50HVllA NJTKE OE ISSIS DNIAV7J M ONENFd CORPLAWE WRM BAS FEPNITS PEWIREO UNTIL A WT 13 N TFED REFER 1U IIIE A9N41 FCR Cf TAttd. RECEIVED JAN 2 8 2019 CITY OF ANDOVER MARK SMITH 2120 07E IME DRIVE SUNT PAUL, MINNESOTA 55110 m usnHSHm CATCHERS CREEK EAST ANDOVER, MINNESOTA ciI A PIRN X EV W2Lrw¢T T 0.A! t ME IR1. i EFl.ni t aTe PON na 4PKygGMy". oz wH'a` A KM.CII L�R0. 1. XY .1. Ll .1. ISSOE I REVISION HISTORY n OF, xYv t1 eFYea<er�w crcr RVlw AY r,.c YN. .1. Tta uwEaHIY An. EX' . N JIN saN RYE q6 . PIT, AI 15 4M ea�:yJ�,.eeJO V `� er •ImPvxrw¢�tdnM rmrvwaomnAMns. REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fm S10, m MBIA • • 105 South Fft A nue TM: 612-252-9070 Suite 513 F. 612-252-9077 MinnoWli4, MN 55001 Web: Iand(onn.net FILENAME C303MEH13102RMI DWG PROJECT NO. MEH1310I SWIPED NOTES 1�..�:reN.t, ...�..• kiEff]NO, .1w7111 PID'. 253224140005 I I 155 ANDOVER MVD NW I32 ANDOVER BLVD NW ANDOVER, IN 55304 121 ANDOVER &.VD NW OWNER: I1NRW & LINDA PIER C i ANDOVER, NN 55304 OW'NPQ: PATTY ARLENE TRUSTEE SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, OWNER: JOHN & SHRLET BEAM 1 i BLK -- / ti - - - 0 -/- RELOCATE PPOLE FOR INSTALLATION FOR & MRNIT R0A0. POO: 253224140006 InD PD: 253224140002 I32 ANDOVER BLVD NW OWNER: KARMN PKAILENCAIN 121 ANDOVER &.VD NW ANDOVER, IN 55304 C i ANDOVER, NN 55304 OW'NPQ: PATTY ARLENE TRUSTEE SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, OWNER: JOHN & SHRLET BEAM 1 i BLK I III / ti (ASTM 034, STANDARDS 03 02665, AND F891) E. STORM SEWER RCP (SIZES WILL W VERPIED — . m •. II TEMPORARY PRE/ LANE LNTL PROP, TO THE WEST IS DEVELOPED_ / 2a' WLTIP'CL 5 / r TDP aL & SLED / I 9`6 THE TEE / / 3 seI%v / G. GV & HYO.cvnm; 1 / , EygT l &4Dy,, e' $ANb If � ( s"Lacafo SAN. PO4 II I I 1 I / \ 1 EX. 0"r6" TEE 6' CV & HYD. EX. SAN. STUB NV =060.09 Yr DIP NGV &E X ( Pp: 253224410013 ` 40 ANDOVER BLVD NW InD 1 ANDOVER, YN 55304 1 OWNER: KARMN PKAILENCAIN rNH.NEO. SAN SEWER SERVS, 4' PVC SCHEOLLE 40 (ASTN STANDARDS: 03034, P2665, C i �>--��z� — SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, MAINTENANCE ACCESS ROUTE 1 i BLK PO: 190008 59 ANDOVER DBLVD NW ANDOVER, nN 55304 OWNER: KART k KENNETH XAEER 5. PROVIDE MEANS AND MASLRES TO PROTECT ADJACENT PROPERTY FROM DAMACE WRNG PD2 : 5322440009 39 ANDOVER BLVD NW ANDOVER, IA' 55304 OWNER: WALTER & KATHLEEN PIILOTT 1 vD 253224140010 14550 UNNER51tY AVE. NW 55304 ArERO JA. IN ALCH OWNER: JASON MPLLHOW 1 �: SAN SEWER SERVS, 4' PVC SCHEOLLE 40 (ASTN STANDARDS: 03034, P2665, 6, PIPE LENGTHS 54OWN ARE FROM CENTER OF STRUCTURE TO CENTER DF STRUCTURE OR �>--��z� — SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, MAINTENANCE ACCESS ROUTE 1 i BLK I III / ti (ASTM 034, STANDARDS 03 02665, AND F891) E. STORM SEWER RCP (SIZES WILL W VERPIED — . m •. II i I _— ---------- ---- ---- oE E� E : NDOVEfR I' VD- I / I Hili. - -..� 5. PROVIDE MEANS AND MASLRES TO PROTECT ADJACENT PROPERTY FROM DAMACE WRNG .- I� 1 1 132GLFe .. r 1 WAMRMAN 8' OP CLA55 52 SANITARY SEWER -WASTE SAN SEWER SERVS, 4' PVC SCHEOLLE 40 (ASTN STANDARDS: 03034, P2665, 6, PIPE LENGTHS 54OWN ARE FROM CENTER OF STRUCTURE TO CENTER DF STRUCTURE OR �>--��z� — SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, MAINTENANCE ACCESS ROUTE 1 i BLK I III / ti (ASTM 034, STANDARDS 03 02665, AND F891) E. STORM SEWER RCP (SIZES WILL W VERPIED — . m •. II i I I 1 10. CONTACT Cltt OF ANDOVER FOR NSPECTONS. I_t- _---'1 --_--_J I ____ 1 -.-.- pcS- LNA(rPT� -.-.-..-..-.. 6 TO MCMNNC. I I I I I � i I I I I-rn=999G I 1 1 I I I Exrsr , ( II I 11 I I i I HWL=899 D ' I I I 1 2 I 3 i y I I 4 1 5 t I� a I I f I I I areas q I I I I I I 11 � I I i I PIVD I I I I I I ! ___-J L-___-_�J � 17 Se 1 Le I� 1 I I Sob' TEE J_ _J LI �.� _ B,GV L_ _ J L_.____J L_.__J L _Scvee aBOx _ ' 281 =61 B'Oro WATERMAN1 WLF0DFWATERMAW 1 D1y 5. PROVIDE MEANS AND MASLRES TO PROTECT ADJACENT PROPERTY FROM DAMACE WRNG .- I� 1 1 132GLFe .. r 1 WAMRMAN 8' OP CLA55 52 SANITARY SEWER -WASTE SAN SEWER SERVS, 4' PVC SCHEOLLE 40 (ASTN STANDARDS: 03034, P2665, 6, PIPE LENGTHS 54OWN ARE FROM CENTER OF STRUCTURE TO CENTER DF STRUCTURE OR �>--��z� END OF END SECTUN, SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, MAINTENANCE ACCESS ROUTE ASTM 3TANDARDS: P3034, P2665. AW 1691) T. AOJUST STRUCTURES TO ENAL GRADE WHERE 03TL£OEO. COMPLY WIH REOUPEENiS 144th OF UTILITY. MEET REOl,11REMENT5 FOR TRAFNC LOARdG N PAVED AREAS. (ASTM 034, STANDARDS 03 02665, AND F891) E. STORM SEWER RCP (SIZES WILL W VERPIED 1h lL. PER FNAL CONSTRUCTION DOCUMENTS) RCP. BOTTOM BELA •_ 9, CONNECT TO STY UTILME5 N ACCORDANCE WITH STY OF ANDOVER STANDARDS. 2, TE THE LAST THREE ,OATS BETWEEN STORM SEWER STRUCTURES AND FLARED END 10. CONTACT Cltt OF ANDOVER FOR NSPECTONS. SECTONS 36' RLP. STORM BOTTOM = 802.4 II. MANTAN 6 FEET M1. 0' COVER ON WATER. 3. CONTACT UTILITY SERVICE P20VIOER5 FOR FIELD LOCATION OF 562VCE5 72 HOURS PRIOR 6 TO MCMNNC. 12. PEFILECT WATER TO MANTAN O9 NCH MNMUM DUTSILE SEPARATION AT SEWER CROSSINGS, CENTEQ PPE LENCTHS TO PROVIDE GREATEST SEPARATION BETWEEN OATS. 4. COORDNATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL GAS. AW COMMUNCATWNS %QVCES TO LOTS. � T 1 II ( II I 11 I I i I I I 11 I I I I I I I I I I 1 1 1 I 1 2 I I I I I I f I I I I I I I I 1 I I i t I III I I I I I I I I I I ! ___-J L-___-_�J �------J L — — _Ji - 5L<2 — 110 71 11 Bar TEE l 1sY01P NWL WI -055 BB26 g Ilff 1 1 6�G3&&Ox WL-Y36TOq -1 f II li II II II II 24 1 23 2. 21 1 .I I 20 Ig I 1 IS I 17 16 I I I I ..III I In MG �x0 I I / 6 I 3'OMµAIERMAN 229L Fr01P IM - «e T--� - - A, II II II rGV. 1 r&BGx 1:cGP 1@S GEG. J1,_L ____ __.&e0%.� R rrHAI —' 121 LF I WATERMAN S8 23' e(AV.a ''Tn - I I 9A4� TxEas }' NLM I BLere.Wl I. PIPE MATERW3 5. PROVIDE MEANS AND MASLRES TO PROTECT ADJACENT PROPERTY FROM DAMACE WRNG WATER SERVICE I NCH TYPE K COPPER UTILITY NSTALLATON. WAMRMAN 8' OP CLA55 52 SANITARY SEWER -WASTE SAN SEWER SERVS, 4' PVC SCHEOLLE 40 (ASTN STANDARDS: 03034, P2665, 6, PIPE LENGTHS 54OWN ARE FROM CENTER OF STRUCTURE TO CENTER DF STRUCTURE OR & P811), V. MN, SLOPE, END OF END SECTUN, SANrAQY SEWER MAN 8' PVL SDR 35, 0'-16 WRY ROOM FINAL GRADE, MAINTENANCE ACCESS ROUTE ASTM 3TANDARDS: P3034, P2665. AW 1691) T. AOJUST STRUCTURES TO ENAL GRADE WHERE 03TL£OEO. COMPLY WIH REOUPEENiS ' PVC SDR 26, 5-25 TART FROM FINAL GRAM, OF UTILITY. MEET REOl,11REMENT5 FOR TRAFNC LOARdG N PAVED AREAS. (ASTM 034, STANDARDS 03 02665, AND F891) D' wt. MNMARY TOP - 994,1 STORM SEWER RCP (SIZES WILL W VERPIED 8. INSTALL TRACER WE WITH ALL NON-COOUCTNE UTLIPES. PER FNAL CONSTRUCTION DOCUMENTS) RCP. BOTTOM BELA 9, CONNECT TO STY UTILME5 N ACCORDANCE WITH STY OF ANDOVER STANDARDS. 2, TE THE LAST THREE ,OATS BETWEEN STORM SEWER STRUCTURES AND FLARED END 10. CONTACT Cltt OF ANDOVER FOR NSPECTONS. SECTONS 36' RLP. STORM BOTTOM = 802.4 II. MANTAN 6 FEET M1. 0' COVER ON WATER. 3. CONTACT UTILITY SERVICE P20VIOER5 FOR FIELD LOCATION OF 562VCE5 72 HOURS PRIOR 6 TO MCMNNC. 12. PEFILECT WATER TO MANTAN O9 NCH MNMUM DUTSILE SEPARATION AT SEWER CROSSINGS, CENTEQ PPE LENCTHS TO PROVIDE GREATEST SEPARATION BETWEEN OATS. 4. COORDNATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL GAS. AW COMMUNCATWNS %QVCES TO LOTS. FES I 5Ti » QPQAP $TmM ,$EWER —SAN—>— SANITARY SEWER -WASTE ,CAI VALVE WATERMAIN I WTRT QHN 15' RCP. STORM BOTTON - 994.5 ® MAINTENANCE ACCESS ROUTE / MARK SMITH NO 30322323004 / / 21MO0 ER LAID=DRIVE 22 145TH LANE NE SAINT PAUL, MINNESOTA55110 HAM LAKE, M 55304 / TFLIMR mHRuI OWNER:&PEERY TAMMY RLE] 1 PD 3032232300 44 N5l LANE I I HAM LAEE, IN 55: OWNER: IGOW & TANYANP `\ t 1 3OVEfr F ti..... DR -- - - _ - LE OE r- CATCHERS CREEK - - i EAST K a4SIN E f1S ANDOVER, MINNESOTA � {-r / aW 9g0.B4 I �IIS'� f� AtL\3 19 �y( ff. 2 CLTz `aveuiwLaY aA: 4440.E M C `H A. •� 1 Lox SRP. VRTIrAE 0.W �l] I cs:x cvANa wA4 Ea�m c4Nrea n �Wfi1H\Rce YILnd4 fPWN1 LLM R0. 1 IAM I c]a CP�a:VTw vc.us NGV dOQ . '1..� 41 oE6 (� BExos r � / 1 / 1 / / I PAT smarm xv / l HIS xm°n MP Lm ffrAv IV _ MIND aP"m oweae 64°en v i W �c xolye • . r.oR � - Ea DNG zE .wl m,I Rbisaxs PEx nrT nGVEW ds eLN NC a1. I '.'V-��� ...,, PD: 303223320004 40 ANDOVER BLVD NE _ j HAM LAKE, M 55304 NMANuv o�fiNLrv% , / OWNER: DFNEL & MARCIE CuAvw ON %: REVISED PRELIMINARY PLAT 01.24.2019 ' 4 O Know whops Below. Call k ." you ft • • L A N D F O R M FM Sb Rnhll • • 105 Soh Fit Avenue Tel: 612-252-9070 Suile 513 Fax: 612-252-9077 Minn8VN,s, MN 55401 Web: IandfOFm.nN FILENAME C401MEH131028.001.DWG PROJECT NO. MEH131028A01 PRELIMINARY UTILITIES C4.1 �W.M..� SHEET NO. 8111 I OCROSSING 15• RCP. STORM BOTTOM = 917.2 8" PVC. SANITARY TOP = 8922 CROSSNC 2 R 15' RCP. STORM BOTTON - 994.5 8' NC. SANITARY TOP = 8652 3 OLR5OSN 3 21" STORM! BOTTOM = 886.4 D' wt. MNMARY TOP - 994,1 SNC 4 OCR RCP. BOTTOM BELA AUTWASTORM 0' 0 8" P/C. 9ANTART TOP =850.9 0A 5 OCROSSING 36' RLP. STORM BOTTOM = 802.4 B" PVL. SANITARY TOP - 876.0 6 OCROSSINC 5' RCP. STORM BOTTOM - 086.0 W PVC. SANITARY TOP - 571,2 / MARK SMITH NO 30322323004 / / 21MO0 ER LAID=DRIVE 22 145TH LANE NE SAINT PAUL, MINNESOTA55110 HAM LAKE, M 55304 / TFLIMR mHRuI OWNER:&PEERY TAMMY RLE] 1 PD 3032232300 44 N5l LANE I I HAM LAEE, IN 55: OWNER: IGOW & TANYANP `\ t 1 3OVEfr F ti..... DR -- - - _ - LE OE r- CATCHERS CREEK - - i EAST K a4SIN E f1S ANDOVER, MINNESOTA � {-r / aW 9g0.B4 I �IIS'� f� AtL\3 19 �y( ff. 2 CLTz `aveuiwLaY aA: 4440.E M C `H A. •� 1 Lox SRP. VRTIrAE 0.W �l] I cs:x cvANa wA4 Ea�m c4Nrea n �Wfi1H\Rce YILnd4 fPWN1 LLM R0. 1 IAM I c]a CP�a:VTw vc.us NGV dOQ . '1..� 41 oE6 (� BExos r � / 1 / 1 / / I PAT smarm xv / l HIS xm°n MP Lm ffrAv IV _ MIND aP"m oweae 64°en v i W �c xolye • . r.oR � - Ea DNG zE .wl m,I Rbisaxs PEx nrT nGVEW ds eLN NC a1. I '.'V-��� ...,, PD: 303223320004 40 ANDOVER BLVD NE _ j HAM LAKE, M 55304 NMANuv o�fiNLrv% , / OWNER: DFNEL & MARCIE CuAvw ON %: REVISED PRELIMINARY PLAT 01.24.2019 ' 4 O Know whops Below. Call k ." you ft • • L A N D F O R M FM Sb Rnhll • • 105 Soh Fit Avenue Tel: 612-252-9070 Suile 513 Fax: 612-252-9077 Minn8VN,s, MN 55401 Web: IandfOFm.nN FILENAME C401MEH131028.001.DWG PROJECT NO. MEH131028A01 PRELIMINARY UTILITIES C4.1 �W.M..� SHEET NO. 8111 \I rcv seax \ M253224410013 Nro I IBL WL eao.7 14ANDOVER BLVD NW OTHERS ANDOVER IN 55304 I OwNEa: KPRnEN noHLENcuBP rroB aEa Tl u. q \\-",FP 15r , '-246i F.0 OIPWATERMAIN I-� I I I I I Y T I I I I I I m 4 CCFP f ti BLK. 3 S89'23'21 "E 323.'92 nP,OI"�o 5. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PRO%RTT FIRM DAMAGE OIIRNG o ATLAS I/ I IBL WL eao.7 FIo- z532z4gfa0o5 4328 BUT1E¢N sr Nw OTHERS ANDOVER, MN55304 -=r' � OWNER: JANET THI AS TRUSTEE Tl SW MHBYOTHEXS :. EX. 12"%12' TEE -/ PIM'. BBB.$ fIHL 8r2BE1E) ae3J�_/ Nr Ixv'.47zt4 I I =• 3� RAM WI BYOTHERS 4'10TlE / 1 872,31 72,35 IL:Br1 e1E) 0128%J B PER FINAL CONSTRUCTION DOCUMENTS) INV.BR31 I NYB �1% �CCFP 8 OV.B 5. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PRO%RTT FIRM DAMAGE OIIRNG Wx WAR- yA BY OTHERS \\ 1 COON CREEK 100 YR FLOOD ELL.=880.2 MARL FIG99 -- ATLAS 14 ' L 8 . c Nro _ �'� PO: 303223320004 a BENDS M,p 600% Q] i _ 40 ANDOVER &.VD tE a00% _ A� J I 1125 BEG J HAM LAKE. MN 55304 229 LF 8'DIPWATERMAW 188LF B'DIP WATERMMN �• d-__` OIP L KENO 121 LF 9'OIPWA •V' OWNER: DANIEL B: NPRCIE GLNDERSON e6LF u 1 WAIERM.gN__r13 L.F e• a I H MARK SMT 1 9.ePc AVE ^4-.�r�uwN �� nzD OTTER w(E DRIVE TERIMIN � 5q' SAINT PAUL MlNNEBOTA 55110 � I BAN NR BY DTH S8 23'21 23. 8' BOX BY IML e9W 1E) OTHERS • ;..tn III BEEN By F INN', 475.9lsNWI - T I� _ - _ � I I ov' BOX BY T I 1 1 oTNEas hl� 1 •' I I I I I I I I I ^I \\ o 2 r l \ 3 I 4 E4LK. 4; CATCHERS CREEK _ L� EAST ,\ ANDOVER. MINNESOTA `� Em TiaarlTas k oEnunw \ \ HWL�-8526 \ \ ` 223 V W.G •i kk>�E 0..W \ \ I ATLAS Ia \ 1 \ caP.a oxN cartaa \ \ ` SAN MH BY OTHERS -- _ - C]IRN I Gwur PWnQ k�K9Yll cameo :1 M. 874W(N) M 11 \ .1 N�neNc,W9J�FN IMV. BrBsS \\ \ L2 L.`w'wzc cE M.x BOX �. - � QQOpppill yV _ PID 30323202 R20 MPA AXE, ANDOVER M 00 4E 5530 ST' \ 0 eA OWNERJUDY : RICHARD h DY DWORAK \-0I Izsawc.sonx AI Sn �L ¢B axerDTxERs B'qP WA1ENM1NW BYOrry[RS O RIM 88841 I � m,-EMAK" Prz 253224410014 14329 ELI 11 NW ANMN 55304 a ti�OWN DOVER. e : III THOMAS TRUSTEE F-FF--F-FP �E ,IAF FPS �F_ ExsnNc t �. c rr �.�-ccTP -ccFP { / \ I ^A I I I I I 1 L rFtFW F_Fw_�F F� I I I I 4 d w WD - _ _ _ _ - { lz/ z°on ei�m.n °aETT�v A Gr w Ron _ AR v I on v v°Evalae Ec mr6W a re. Aa ave F_FW RovosED \� EASEMENT // re -HELD DEUNEATEO �// By LAND \J L 4 J rereW LJI 2 FNVQOMkNTA- L PPE MATERLllS 5. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PRO%RTT FIRM DAMAGE OIIRNG _ WAR- yA J I Ex. SAN. MH 12' PVC 9AW Y W R ®OB .--W V,8625 .-86224 -=r' � ENJ LF END SECTION. Tl OROY3NG :. EX. 12"%12' TEE -/ 7. AOJIST STRUCTURES TO FINAL GRADE WHERE DISTURDBP. COMPLY WITH REOUREMENT9 8' PVC SDR 26. 6-25 BURY FROM FINAL GRADE. 2" PLUG EX. I I =• 3� RL' aPaAv G.V_- I PER FINAL CONSTRUCTION DOCUMENTS) FIR, 253224410132 & BOX CN I PD: 253224410176 ANDOVER, OWNER SOADOOOK COVE 10WWs ASSOC. GATE VALVE � ANDOVER. MN 55304 OWNERCOVE TOWNASSOC. 10. CONTACT CITY OF ANDOVER FOR INSPECTIONS. 3. CONTACT UTLITY SERVICE PROVIDERS FOR Ki,O LOCATION OF SERVICES 72 HOURS Pi 10 EEGWllNG. CROSSN'L' 3 12. DEFLECT WATER TO MAINTAIN 0 -INCH MN'31M OJT5M SEPARATON AT SEWER 4. COORDINATE WITH PRIVATE UTLDIES TO PROMOS ELECTRIC, NATURAL GAS, AND CROSSNCS. CENTER PPE LENGTHS TO PROVOS CYEATEST SEPARATpN BETWEEN JOINTS. L PPE MATERLllS 5. PROVIDE MEANS AND MEASURES TO PROTECT ADJACENT PRO%RTT FIRM DAMAGE OIIRNG WATER SERVICE INCH TYPE K COPPER UTILITY INSTALLATION. WATII 8' DP CLA35 52 SAN. SEWER SERVICE 4' PVC SCHEDULE 40 (ASTM STANDARDS: 03034, 02665. 6. PIPE LENGIHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR k Fa91). 2Y. MN. SLOPE. ENJ LF END SECTION. SAMA %WEf MAN a' PVC SON 35, 0'-16' BURY FROM FINAL CRAPE, OROY3NG (ASTM STANDARDS: 03034. 02665, AND F591) 7. AOJIST STRUCTURES TO FINAL GRADE WHERE DISTURDBP. COMPLY WITH REOUREMENT9 8' PVC SDR 26. 6-25 BURY FROM FINAL GRADE. OF UTILITY. MEET REWREEIENTS FOR TRAFFIC LOADING N PAVED AREA5. (ASTM STANDARDS P3034 02665, AW F891) RL' aPaAv STORM SEWER RCP OR NOPE (ODES WILL BE VERFEO 8. INSTALL TRACER WRE WITH ALL NON-CONOUCTNE UTITTES. PER FINAL CONSTRUCTION DOCUMENTS) -SAN->- SAWTPRT SEWCR-WASTE 9. CONNECT TO a" MITES IN ACCORDANCE WITH CITY OF ANDOVER STANDARDS. 2. TIE THE LAST THREE WN75 BETWEEN STWM 5EWER 5rRLC7UR6S A47 FLARED EW GATE VALVE � SECTIONS 10. CONTACT CITY OF ANDOVER FOR INSPECTIONS. 3. CONTACT UTLITY SERVICE PROVIDERS FOR Ki,O LOCATION OF SERVICES 72 HOURS Pi II. MANTAIN 8 FEET MN. OF COVER ON WATER. 10 EEGWllNG. CROSSN'L' 3 12. DEFLECT WATER TO MAINTAIN 0 -INCH MN'31M OJT5M SEPARATON AT SEWER 4. COORDINATE WITH PRIVATE UTLDIES TO PROMOS ELECTRIC, NATURAL GAS, AND CROSSNCS. CENTER PPE LENGTHS TO PROVOS CYEATEST SEPARATpN BETWEEN JOINTS. COMMUNICATIONS SERVCE5 TO LOTS. ® E-? COON CREEK LCFp LFP = g w 100 YR FLOOD g "06_3 ELEV. =880.6 F-Fw NAVD 1988 ATLAS 14 _ a F 325.10 Fw. iPD: 303223330010 HAM LAKE, MA 55304 OWNER, KIRSTEN HARSTEN 2 a N CITY OF ANDOVF-R 0 QO NORTH Knw W. Call 1. .0 you CIO. 0 50 100 x` Ll..... .n rtx�F �rua�� rowuti•awr[n���wBr Mecuffamaual•.me NtKuwmu¢Biaart.n REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fm Sb to FMhh • • 105 South Fifth Avenue Tel: 612-252.9070 Suite 517 Fax: 612-252.9D77 Minneapolis, MN 55401 Web: landfo5m.mt FILENAME C401MEH131028.NIZIIG PROJECT NO. MEH131028.001 PRELIMINARY UTILITIES ..,....SHEET I.NO. ,.wF 9111 N FES OROY3NG 15' RCP. STORM BOTTOM = 893.2 STS STORM SEWER 8' PJC. SANITARY TOP -892.2 RL' aPaAv CROSSING 2 -SAN->- SAWTPRT SEWCR-WASTE O 15' RCP. STORM BOTTOM 8945 GATE VALVE � WATERMAN 8" PVC. SANITARY TW =8687 WTR • HYD CROSSN'L' 3 s al^ ¢LP. STORM Borron =556.4 ® MANTANLE ACCESS ROUTE 4.1 9" PJC. SAWTARY TOP =084.1 PAVEMENT 5AWCUY O CROSSING 4 30" RLP. STORM BOTTOM = 061.9 --- CONSTRUCTION LIMITS 6' PJC. SANITARY TOP = 880.4 5 OCROSBNG 36' RM. STORM BOTTOM = S0]6 6" PVC. SANITARY TOP 838.0 OCROSSING 6 15- RLP. STORM BOTTOM = 886.0 8" PJC. SANITARY TOP = 8792 E-? COON CREEK LCFp LFP = g w 100 YR FLOOD g "06_3 ELEV. =880.6 F-Fw NAVD 1988 ATLAS 14 _ a F 325.10 Fw. iPD: 303223330010 HAM LAKE, MA 55304 OWNER, KIRSTEN HARSTEN 2 a N CITY OF ANDOVF-R 0 QO NORTH Knw W. Call 1. .0 you CIO. 0 50 100 x` Ll..... .n rtx�F �rua�� rowuti•awr[n���wBr Mecuffamaual•.me NtKuwmu¢Biaart.n REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fm Sb to FMhh • • 105 South Fifth Avenue Tel: 612-252.9070 Suite 517 Fax: 612-252.9D77 Minneapolis, MN 55401 Web: landfo5m.mt FILENAME C401MEH131028.NIZIIG PROJECT NO. MEH131028.001 PRELIMINARY UTILITIES ..,....SHEET I.NO. ,.wF 9111 Y e e Narl.aow MN oe .11Nueu .4 top A,dew.d to .aN Ped wn9 2-2a oonwn. J. 9t (CwtuYdMu, Be d PI iabrk a WM �tltl to yxva d.rxa.N q B ww'e°n9 Nood T1 T9'YBwy bdI Ma ■ W NOTES �f C.a.te to W pe.Y .d aerY oMund a. Main amt tM eoanlN9 opet0lan. 2' . 2' Rood > dM Mu ped 92. eM YKM. a dM emir dldl W J/A' tlaw ria oTfl.d to M .b W- Slt A to u pled,, u will. pMmdW NN Nppot,, . wN Pad CIN .alas aN 1• Mp Is 1• wM. .2ed suMY le M. DIM manEs. IF IF M d 3loMa SwF. Fill FotoSUPPad BeOm� Mmler. Dean. Bet. PuOMo� Attl Add,, 2 Fwl M On eost a So TYPE A SEDIMENT FI TER PLAN VIEW EROSION CONTROL AROUND CATCH BASINS Ww F 50' PAD$ F Irwsl - m' w neva mM P..W iu anret xeae' x (rw.) SNCLE FAIRY WALE-Qlf (WO) t Irl o� ro Hix_ •e✓` y � � SINGLE FAMILY LOOK -OUT (LO) N1CLE EMILY FALL BASEMENT (FB) Nme AQEA BEYOND THE IID XLDAPLITY KGIJRER T MAY QE LNSIATABLE FOR sWPOQTNG FUTURE STRUCTURES HOLD DOWN PAD DETAILS NO SCALE A WINCO INTERNAL 0 CONSTRUCTION FENCE SEDIMENT CONTROL NO SCAIe 0NOSCALE I- m Y vul ROCK PLAN VIEW 10, 1. e' M. 2 A D .p — - ¢OTExnLc FABRIC MOLE to MN. WE GRADIENT D - X MIN, s• MAX A_A It - 10' MN., 26 MAX TEMPORAY SEDIMENT TRAP 0 NO SCALE USPSAwNrco Y[alumle-LEuc.ale PIOIdXNE VxiI fP.�nexNmne,�emvNwn 0 MAILBOX PAD DIMENSIONS PER ANDOVER USPSAREA OFFICE NOSCAS 15• ALO NV, 979.0 IS. 884.50 V-1581.28 C-77:1— 878.0 990.00 SILT FENCE No scWE A TREE PROTECTION FENCING NO SCALE WER CREST EL, 09450 6' ORFICE NV. 801.213 15• IldfT PFK 678.00 20TEXRE FABRIC � B'YIMWY MASSA RECOM1mATRINR IN. Rel: Uwtl For oval Pad. SNuY h 1-2' SIa1M Ap�.pvt. Aa/d B. Mao,, a A Loy,, At Lwd a NNW TMId1M.99r. Apeb, Slwld b Ill So FM M Lw3M Md Shoud B. Al A Yln Tx "BIH Of TM pepa.Rt ReeA. YNNIpIAMM The A. Pd N.,,. Glwlwq YONtenol To p t Tm q Wd Ola Raved Ra„a Th4 MOY R.yM Psle•e Tep Orw.Int "M AddlHand RN# p RWno d Md RvN” llPn 7 TM Pad. ANOKA COUNTY _ RATE CONTROL AND SKIMMING STRUCTURE ROCK CONSTRUCTION ENTRANCE TURN LANE NOSCALE 0 POND CROSS SECTION NO SCAIE NOSCALE DEVELOPER MARK SMITH 2120 OTTER IAKE DRIVE SAINT PAUL. MINNESOTA 55110 CATCHERS CREEK EAST ANDOVER, MINNESOTA l 16 1 mF Rh rn1E SHEET Lc-ILI PIifVRLey a 4CQRVIKN AYII 1 0.Ar a M¢ 1. GPIAIL. gtINPR k KOY.N LMe0. C]} CRIpIL, WI.r44E 6 iPOY-JN CPRa0. ]w+J y U C42 TMs L,I iA�A�°� ISSIIF I RFVISION HISTORY LFc Don Y ecHFv n rm eon e TI avt:.i LVL 'voa v � ruwKZT1 al arH xoN .. Pee On tPVEv N �vqp w.a.Oluvaa�aNmwmneeeemecm olisNnmoAem.uuFcanAcr rroonwxV opven. REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fan SNeloR18$ • • 105 SO4M FIM AWnue Tel: 612-252-9070 SuBe 513 Fax: 612-252-9077 Mina lk, MN 55001 Web: land/om.net FILENAME C70IMEH131028.DOM .OW0 PROTECT NO. MEH131020.001 CIVIL CONSTRUCTION DETAILS �..nn..,,,r..,.SxH.EEETNOa..l.. 10111 2' . 2' Rood > dM Mu ped e• METAL CW. IS MPOST MAT 4• mroow" gwin9 % of THE A• NCH GRAMM EPA IS at MAX W.bla 011T PIASIIC SKETY/$!bN 1�ppeulAtpwb�q a Baw blow 2 bleMiall OW AT TOP OF FENCING FABRIC "RE IAy sena N the IrmN AssrMeLr W To MIL WT PFHCE 91ALL BE CVT kN and d.1w AFWy FOLDED SO NO FeNk mono, 1mN VHI�FA9eC EIPOSEO E arIID,, newN soil A 3 a � 3 ASSEIBL. nIAMETFA, •-•� :: � LMLOW PANTHIPI-RGFA9eC 3 Y MIN. "MCO I'll DRAIN CG- 3.. FLOW a�W uSd NFL NIST PROTELTON cum AND gl}1FI1 MODFL ON CITY APPROMOD EWM- A WINCO INTERNAL 0 CONSTRUCTION FENCE SEDIMENT CONTROL NO SCAIe 0NOSCALE I- m Y vul ROCK PLAN VIEW 10, 1. e' M. 2 A D .p — - ¢OTExnLc FABRIC MOLE to MN. WE GRADIENT D - X MIN, s• MAX A_A It - 10' MN., 26 MAX TEMPORAY SEDIMENT TRAP 0 NO SCALE USPSAwNrco Y[alumle-LEuc.ale PIOIdXNE VxiI fP.�nexNmne,�emvNwn 0 MAILBOX PAD DIMENSIONS PER ANDOVER USPSAREA OFFICE NOSCAS 15• ALO NV, 979.0 IS. 884.50 V-1581.28 C-77:1— 878.0 990.00 SILT FENCE No scWE A TREE PROTECTION FENCING NO SCALE WER CREST EL, 09450 6' ORFICE NV. 801.213 15• IldfT PFK 678.00 20TEXRE FABRIC � B'YIMWY MASSA RECOM1mATRINR IN. Rel: Uwtl For oval Pad. SNuY h 1-2' SIa1M Ap�.pvt. Aa/d B. Mao,, a A Loy,, At Lwd a NNW TMId1M.99r. Apeb, Slwld b Ill So FM M Lw3M Md Shoud B. Al A Yln Tx "BIH Of TM pepa.Rt ReeA. YNNIpIAMM The A. Pd N.,,. Glwlwq YONtenol To p t Tm q Wd Ola Raved Ra„a Th4 MOY R.yM Psle•e Tep Orw.Int "M AddlHand RN# p RWno d Md RvN” llPn 7 TM Pad. ANOKA COUNTY _ RATE CONTROL AND SKIMMING STRUCTURE ROCK CONSTRUCTION ENTRANCE TURN LANE NOSCALE 0 POND CROSS SECTION NO SCAIE NOSCALE DEVELOPER MARK SMITH 2120 OTTER IAKE DRIVE SAINT PAUL. MINNESOTA 55110 CATCHERS CREEK EAST ANDOVER, MINNESOTA l 16 1 mF Rh rn1E SHEET Lc-ILI PIifVRLey a 4CQRVIKN AYII 1 0.Ar a M¢ 1. GPIAIL. gtINPR k KOY.N LMe0. C]} CRIpIL, WI.r44E 6 iPOY-JN CPRa0. ]w+J y U C42 TMs L,I iA�A�°� ISSIIF I RFVISION HISTORY LFc Don Y ecHFv n rm eon e TI avt:.i LVL 'voa v � ruwKZT1 al arH xoN .. Pee On tPVEv N �vqp w.a.Oluvaa�aNmwmneeeemecm olisNnmoAem.uuFcanAcr rroonwxV opven. REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M Fan SNeloR18$ • • 105 SO4M FIM AWnue Tel: 612-252-9070 SuBe 513 Fax: 612-252-9077 Mina lk, MN 55001 Web: land/om.net FILENAME C70IMEH131028.DOM .OW0 PROTECT NO. MEH131020.001 CIVIL CONSTRUCTION DETAILS �..nn..,,,r..,.SxH.EEETNOa..l.. 10111 a R I:::--- �y _1 - - - ------N89.23'2/"II 970.49 0 - -. ___ __ - -- -- --_ -____4 AUBM-- ____ _ __ _______ / 10 WIDE .-_ - \ OE —DE �` 0 ___. 0E-- 0 9E OE - —0E—OE J(J _ .. - or—CE I I AN R BLVD. "N.W. l 4 ANILN N I / I /- - - - -,4 AMLN I I I I I I I I / II 9 I I I 4A 11 I I I I I I I I I I I I I I I I 4 I f 5 6 -bPID l 8 181 I'D I I 17 /�� wVA V III I r- �� J L- - --� L- -- - -J L_- - --J L- - --J L- - --J L-_ - -- L- - -J L- -J L_ —•��v ——�--- z n / 144th LANE --__ NW. e / 7 _ y I I I I I I I I I I I I I I I I I I IF - —I / I ! I 11 PLANT SCHEDULE DECIDUOUS TREES CODE OiY BOTANICALNAMEICOMMONNAME AMLN 9 TILIAAMERICANA IAMERICIAN LINDEN OF PREVALI WIND A.B. I AGER FREEMANII JEFFERSFREDI AUTUMN KAZE AMPLE EVERGREEN TREES CODE 2V BOTANICAL NAME I COMMON NAME Y'/l/ILILCy�Y FOE 16 FICEAGIAUCA'DENSITA' I ... E IAHLLSSMUCE \/•'�j� Y WIDE n PICEAOLAUCAI HRESPRUCE GROUNDCOVER 9= O HARDWOOD SHREDDED HAROWOOD MULCH. NO COLOR W'HX3DW 2.SCAL MULCH I. CONTACT UTILITY 5EPVICE MOWERS FOR FIELD LOCATION OF E WVICE5 72 HOJRS P21O2 TO BEGINNING_ 2. COORDINATE INSTALLATION WITH CONTRACTORS PERFORMINC RELATED WORK. 3. SEED MXTURE (MOOT GENERAL RESIDENTIAL TURF 25-151) AS DENNEO IN CURRENT MOOT SEEDING MANUAL. NATIVE SEEDS SHALL PE OF MINNESOTA MI AND CERTIFEO BY THE MI CROP MVCOWMENT A59<NGATION (NI PROVIDE VEPFTNG DOCUYUNTATMTJ TO THE OWNER 30 OA15 MNLM PRIOR TO NSTALLATK.TI. PLANT MATERIAL SHALL CONFORM 10 THE AMERICAN ASSOCIATION OF NNW-SERYI4N 4. STANDARDS AND BE OP HARDY STOCK, FREE FROM DISEASE, INFESTATION, DAMAGE, AND 015FIGURATION. AM DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE SCHEDULE AND THE NUMBER SHOWN ON THE DRAWNG, THE DRAWING SHALL GOVERN. PLANTING SOL SHALL CONSIST OF 4 PARTS TOPSOL TO I PART FEAT H muS, WITH 3 5, POUNDS OF CO CAL FERTILIZER ALI R4 CUBIC YARD. PLACE PLANTS ACCORDING TO LAYOUT WITH PROPER NOMINAL SPACING. 6. SEE DETALS FOP DEPTH OF PLANTING SOL. INSTALL 9 NCH DEATH OF SHROUDED HARDWOOD MACH M PLANTING PEO AREAS. e. CONIFEROUS TREE PLANTING NO SCALE 3-5x 010. C4 SOL BALL DOLD'E STRAND 14 CA. WIFE - 3" B 120 DECREE INTERVALS (TYPJ Ib' POLYPROPYLENE OR POLYETFIEI`E (40 ML, 1-1/2' WIDE STRAP TYP.) TREE WRAP TO HR51 BRANCH (SEE 5FECIFCATI0N5) TREE TO BE PLANTED WITH ROOT FLARE EVEN, WITH SOL LNE OR FIRST MAJOR BRANCHING ROOT ONE INCH BELOW SOL LINE. F ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOL. ADJUST PLANT A3 NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGNG - ONE PER WE FOUR (4') INL}ES SHREDDED HPI2DWOW MULCH CUT TOP OP WKS BASKET I/3 (MN.) FROM TOP OF ROOTOALL OLT TWNE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MN.) MGM TOP OF ROOTBALL. EDGE CONDITION VARES (SEE SHEET -2,1) PLANTING SOIL (SEE SPECFCATIOHS) TOPSOIL (SEE 5FTCFGATION5) 5DO (5EE 5PECFCATIONS) 2- X Y K 24' WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SEES OF HCLE PROR TO PLANTING NII 1N5FOR ENCRCLINC ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED, TWO ALTERNATE METgVi R TREE 5TAKING ARE ILLUSTRATED AND TO BE UTLQT9 ONLY F I.ECE55ART MANTAN TREES N A PLULB POSTON THROUGHOUT THE NARANTEE PERIOD, SEE SPECIFICATIONS SECTION 02900. fib DECIDUOUS TREE PLANTING ECEIVEDNO SCALE is JAN 2 8 2019 ' QA s NORTH Know whd >t B910W. CITY OF ANDOVER Call- I -ymdg. o 50 100 MARK SMITH 212001TER UNE DRIVE SAINT PAUL, MINNESOTA 55110 M 16121AWWAS KD�6�R CATCHERS CREEK EAST ANDOVER, MINNESOTA co 1CH E/�bR16 AE11�11]6 A R1g. i iii uw`T`OAiLP : ovMua : �PslMl �o vow. �:: M w X1,1IIP j:r Lu0YSR1 Rut ISSUE 1 REVISION HISTORY ] ;,' P ,r —T Tl �u u Pec zoI, RWelna W FI cfa PM1 1Wiv I2 9W 'wP r a w'e v u APF u.an r«Wvr...a. e.1. an yI JW 1aP PFYN]b GE¢ Ott VEVFV /5 4M PROJECT MANAGER REVIEW REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M FmmSimmiinlsh • ♦ ♦ 105 Smith Fflh Avenue Tal: 612-252-9070 $ulte 513 Fax: 612.252-9077 MIAmpolis, MN 55401 Web: landforinmet FILENAME CNIMEH131026NIMG PROJECT NO. MEH131028.001 LANDSCAPE PLAN SHEET NO. 11111 B' -O" STEEL STAKE ON THE SCE OF PREVALI WIND DOUBLE STRAW 4 GA. VICE - 3' 0 .20 DEGREE WFQVALS (TYP.) MAlMESIOE pWJTNJG512£ ROOTCOND. 1E" POI YMOPYLENE OR POLYETHYLENE (40 M I-1/2" WOE STRAP TYP.) W'HX3DW 2.SCAL BAD TREE '0 BE PLANTED WTH ROOT FLAKE EYTN, WITH :O, LINE LR FRST MAJOR WANCNW ROOT WHXWW RSGAL Bae ONE II BELOW 501, LINE. F ROOT FLARE 5 NOT APPARENT IT MAY BE COVERED BY BURLAP OR 50.. ADJUST PLANT AS NEEDED TO MAINTAIN MANRESIZE PLANTINGSIZE R(OTCONO, A%KARIgiE DEPTH. FLAGGING - ONE PER WIRE 45HAM W 8 BBB a F %' FOUR (4') INCHES SHREDDED HARDWOOD MU.CTI IE ,C CUT TCP OF WE BASKET 1/3 (MN.) TO'HX45'W 2.5'CAL 380 FROM iOP OF BALL VARIES I, n�^ AROUND TOP I/3 (MN.) RR LUT 8AWINELL CHT BURLAP LUT qW ROLL 113 (MGL OTB I/3 (Ys1.) FRIXI TDP OF ROOIBALL. FFOGE CONOITIGN VARIES (SEE RAN) PLANiNC 501 (SEE SFECWCA1IONS) TGP50L (5EE `_PEGFCATONS) 2' X :" X 24' WOOD STAKE SET AT AW -E — z4^ HIM . SCAR" BOTTOM AND GOES OF W -E MOR TO PLANTING Oi. NOTESE — INSPECT FOR ENCIRCLING ROOTS 10 MTEAM FUTURE STEM GIRDWG. REJECT ANY TREES THAT ARE nWNDED SLWORADE SEVERELY AFFECTED_ AREA DING FOR PLANTING TWO ALTERNATE METHODS OF TREE STAKING WE 2-3v DIA. OF SOL BALL ILLUSTRATED AND TO BE UTNZED ONLY F NECESSARY. AREA OUGED/TLLED MAINTAIN TREES IN A PILOTS POSITION THROUGHOUT THE — TO PROMOTE ROOT GROWTH GUARANTEE PERIOD. SEE SPECFKAtKMS SECTION 3-5+ DIA, OF SOL BALL 02960. CONIFEROUS TREE PLANTING NO SCALE 3-5x 010. C4 SOL BALL DOLD'E STRAND 14 CA. WIFE - 3" B 120 DECREE INTERVALS (TYPJ Ib' POLYPROPYLENE OR POLYETFIEI`E (40 ML, 1-1/2' WIDE STRAP TYP.) TREE WRAP TO HR51 BRANCH (SEE 5FECIFCATI0N5) TREE TO BE PLANTED WITH ROOT FLARE EVEN, WITH SOL LNE OR FIRST MAJOR BRANCHING ROOT ONE INCH BELOW SOL LINE. F ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOL. ADJUST PLANT A3 NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGNG - ONE PER WE FOUR (4') INL}ES SHREDDED HPI2DWOW MULCH CUT TOP OP WKS BASKET I/3 (MN.) FROM TOP OF ROOTOALL OLT TWNE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MN.) MGM TOP OF ROOTBALL. EDGE CONDITION VARES (SEE SHEET -2,1) PLANTING SOIL (SEE SPECFCATIOHS) TOPSOIL (SEE 5FTCFGATION5) 5DO (5EE 5PECFCATIONS) 2- X Y K 24' WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SEES OF HCLE PROR TO PLANTING NII 1N5FOR ENCRCLINC ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED, TWO ALTERNATE METgVi R TREE 5TAKING ARE ILLUSTRATED AND TO BE UTLQT9 ONLY F I.ECE55ART MANTAN TREES N A PLULB POSTON THROUGHOUT THE NARANTEE PERIOD, SEE SPECIFICATIONS SECTION 02900. fib DECIDUOUS TREE PLANTING ECEIVEDNO SCALE is JAN 2 8 2019 ' QA s NORTH Know whd >t B910W. CITY OF ANDOVER Call- I -ymdg. o 50 100 MARK SMITH 212001TER UNE DRIVE SAINT PAUL, MINNESOTA 55110 M 16121AWWAS KD�6�R CATCHERS CREEK EAST ANDOVER, MINNESOTA co 1CH E/�bR16 AE11�11]6 A R1g. i iii uw`T`OAiLP : ovMua : �PslMl �o vow. �:: M w X1,1IIP j:r Lu0YSR1 Rut ISSUE 1 REVISION HISTORY ] ;,' P ,r —T Tl �u u Pec zoI, RWelna W FI cfa PM1 1Wiv I2 9W 'wP r a w'e v u APF u.an r«Wvr...a. e.1. an yI JW 1aP PFYN]b GE¢ Ott VEVFV /5 4M PROJECT MANAGER REVIEW REVISED PRELIMINARY PLAT 01.24.2019 L A N D F O R M FmmSimmiinlsh • ♦ ♦ 105 Smith Fflh Avenue Tal: 612-252-9070 $ulte 513 Fax: 612.252-9077 MIAmpolis, MN 55401 Web: landforinmet FILENAME CNIMEH131026NIMG PROJECT NO. MEH131028.001 LANDSCAPE PLAN SHEET NO. 11111