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HomeMy WebLinkAbout07.23.191685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV Andover Planning and Zoning Commission Meeting Agenda July 23, 2019 Andover City Hall Council Chambers 7.00 p.m. 1. Call to Order 2. Pledge of Allegiance 3. Approval of Minutes — July 9, 2019 Regular Meeting 4. Public Hearing: Consider Rezoning Request — Rezone properties from RR — Rural Residential to R4 — Single Family Urban - PIN 13-32-24-32-0003; 680 Constance Blvd.; 16019 Constance Blvd. — Nathan Jones (Applicant — Villas at Crosstown Woods, LLC) 5. Public Hearing: Consider Preliminary Plat and Planned Unit Development — The Villas at Crosstown Woods — PIN 13-32-24-32-0003; 680 Constance Blvd.; 16019 Constance Blvd. — Nathan Jones (Applicant — Villas at Crosstown Woods, LLC) 6. Other Business 7. Adjournment O TDVE 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: Approval of Minutes — July 9, 2019 Regular Meeting Minutes DATE: July 23, 2019 REQUEST The Planning and Zoning Commission is requested to approve the July 9, 2019 regular meeting minutes. 2 3 4 5 6 7 8 PLANNING AND ZONING COMMISSION MEETING — JULY 912019 9 to The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was 1 l called to order by Chairperson Bert Koehler IV on July 9, 2019, 7:00 p.m., at the Andover 12 City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. 13 14 Commissioners present: Dean Daninger, Karen Godfrey, Scott Hudson, and Mary 15 V anderLaan. 16 17 Commissioners absent: Nick Loehlein and Jeff Sims 18 19 Also present: City Planner Stephanie Hanson 20 Associate Planner Jake Griffiths 21 Others 22 23 24 PLEDGE OFALLEGIANCE 25 26 APPROVAL OF MINUTES 27 28 June 25, 2019 Regular Meeting: Correct as written. 29 30 Motion by Daninger, seconded by Hudson, to approve the minutes as presented. Motion 31 carried on a 5 -ayes, 0 -nays, 2 -absent (Loehlein, Sims) vote. 32 33 PUBLIC HEARING: Interim Use Permit — Land Reclamation — 16576 Hanson Blvd 34 NW - Donovan Robarge 35 36 Associate Planner Griffiths described the location of the subject property and explained 37 that in the fall of 2018, City Staff noted the property owner began to stockpile over 400 38 cubic yards of dirt, triggering the requirement for an Interim Use Permit (IUP). The intent 39 of the property owner at that time was to create a berm left by a bunch of trees that had to 40 be cut down due to disease. The trees had formed a noise buffer off of Hanson Boulevard, 41 and the applicant's intention is to fill the area with soil and reclaim the land to restore that 42 barrier. When looking at the IUP, there are a couple of conditions that need to be followed. 43 First, the slope of the land reclamation cannot be more than 3 to 1 on areas of the berm that 44 will not be maintained through activities such as mowing of grass. Also, for areas that will 45 be maintained, the side slope cannot be more than 4 to 1. A number of wetlands, including 46 a Federally protected wetland which runs through the middle of the property, were shown Regular Andover Planning and Zoning Commission Meeting Minutes —July 9, 2019 Page 2 1 on the Certificate of Survey and Location of Wetlands maps. In addition, the Watershed 2 District indicated there is potential wetland next to Hanson Boulevard and the berm that is 3 being put in. He stated the Engineering Department reviewed the application, and even 4 though the site has already been graded, silt fencing will be required around the land 5 reclamation area since no vegetation has taken to the soil yet. The applicant indicated he 6 has attempted to seed the area, but silt fencing will be required until vegetation takes. No 7 haul route is required for this IUP since the applicant indicated all the soil will come from 8 his property. As far as coordination with other agencies, the applicant will be responsible 9 to obtain all other necessary permits. 10 11 Associate Planner Griffiths stated the Planning and Zoning Commission shall recommend 12 an Interim Use Permit and the Council will issue that IUP if it finds that such use: 1) Will 13 not create an excess burden on parks, streets, and other public facilities. The placement of 14 the fill will not create an excess burden on parks or other public facilities, and since there 15 is no haul route required, there will be no utilization of the surrounding roadways. No 16 grading/stockpiles shall occur within 50 feet of the adjacent property lines or Right -Of - 17 Way unless it is approved by the City Engineer. 2) Will not be injurious to the surrounding 18 neighborhood or otherwise harm the public health, safety, and general welfare of the 19 community. Of note, the applicant shall establish vegetation and ensure proper erosion 20 control to the satisfaction of the City Engineer. 3) Will not have a negative effect on the 21 values of properties and scenic views. The land reclamation is taking place in an area that 22 previously was naturally buffered. Since it is on the applicant's property, it is not expected 23 to have an impact. 4) Will not impose additional costs on the public. The applicant will be 24 required to observe both the potential wetland and the Federally protected wetland on this 25 property. It will be the responsibility of the applicant to mitigate the effects of any things 26 that fall outside this property. He stated both he and the applicant were available to answer 27 questions regarding this request. 28 29 Commissioner VanderLaan asked the total acreage of the property. Associate Planner 3o Griffiths stated he did not have the exact figure but it is well over one acre. After a comment 31 from an audience member, he stated the size as ten acres. 32 33 Commissioner VanderLaan commented the Certificate of Survey indicates the subject 34 property is one parcel and asked for confirmation of that. Associate Planner Griffiths 35 confirmed that as correct. 36 37 Commissioner VanderLaan, looking at the Location of Wetlands map, asked what the 38 white rectangle was behind the wetland area, speculating it may be some vehicles. 39 Associate Planner Griffiths stated the applicant's property contains two structures: the 40 principal structure off of Hanson Boulevard; and the second structure behind the Federally 41 protected wetland, which is a detached garage. He stated the building is code -compliant 42 and permission from the DNR was granted to build at that location. 43 44 Commissioner Hudson said information in the handout talks about "retroactively" and 45 "future" and asked whether, in the eyes of the City, the project is complete or is in the Regular Andover Planning and Zoning Commission Meeting Minutes —July 9, 2019 Page 3 1 middle stage. Associate Planner Griffiths stated the City views this project as "in progress" 2 and the City is submitting the IUP after the start of the project. The stockpiled dirt has 3 already been graded into a point that will be the berm but it has not met the City 4 requirements for vegetation and erosion control, which is why the IUP is being sought. 5 6 Commissioner Hudson asked whether there would be more soil moved. Associate Planner 7 Griffiths said the applicant indicated all the soil is on the property and, for the most part, s will remain where it is currently placed. 9 to Commissioner Hudson referenced the document which states, "Also like to extend berm 11 30 feet north when trees are removed, about 100 yards of fill," and said that statement made 12 it sound like the project was "kind of/sort of done. Associate Planner Griffiths said the 13 drawing was submitted in February, and that the berm, as colored in on the drawing, shows 14 its expansion as it exists today. 15 16 Motion by Daninger, seconded by VanderLaan, to open the public hearing at 7:10 p.m. 17 Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Loehlein, Sims) vote. 18 19 Robert Booker, 16632 Hanson Boulevard, stated he lives immediately north of the subject 20 property and both he and his wife are in support of this activity. He said the tree decimation 21 along Hanson Boulevard and the power line easement have impacted the value of the 22 applicant's property and he is concerned his property values have been impacted as well. 23 In addition, he feels this project will help retain property values as opposed to a loss of 24 value. 25 26 Don Robarge, 16576 Hanson Boulevard, property owner, took the podium at the request 27 of Chairperson Koehler. 28 29 Commissioner VanderLaan commented that someone notified the City or an action was 30 taken seven or eight months ago regarding this issue and asked what caused the delay in 31 the applicant's coming forward and getting this resolved. Mr. Robarge stated he understood 32 he could haul 400 yards of fill in without a permit. He is an excavator and has been doing 33 this work his entire life. He said he had his 400 yards and was fine with everything. He 34 approached the City because more trees were dying and he wanted to extend the berm 35 farther but wanted to do what he needed to do to make the situation right. He stated he is 36 fine with the berm he has now, although it is not as big or as long as he wants. He reiterated 37 he is under 400 yards but did not want to argue about the issue. He said Hanson Boulevard 38 is busy and loud, he lost his big oak trees, and he wants to get some pine trees planted in 39 the area. 40 41 Commissioner VanderLaan commented that in 1991 the applicant filed a Certificate of 42 Assumed Name, Robarge's Excavating, and operated the business out of the ten -acre 43 parcel. Mr. Robarge stated he used to operate the business there. Commissioner 44 VanderLaan asked if Mr. Robarge had an office or a different site since the address was Regular Andover Planning and Zoning Commission Meeting Minutes — July 9, 2019 Page 4 1 still the same as presented. Mr. Robarge said Robarge's Excavating basically no longer 2 exists and he now works full-time for Designing Earth Contracting. 3 4 Commissioner VanderLaan inquired as to a company called Round Trip Trucking which 5 Mr. Robarge stated is no longer in business. Commissioner VanderLaan verified with Mr. 6 Robarge that he no longer operates any business at that location. Mr. Robarge confirmed 7 that but commented he keeps his dump truck and backhoe at that location. 8 9 Commissioner VanderLaan stated in 1999 Mr. Robarge incorporated his business, which 10 apparently still stands, and asked if that is an LLC. Mr. Robarge responded it is an LLC 11 and is probably still in existence. 12 13 Commissioner Daninger asked for an explanation regarding the line of questions. 14 Commissioner VanderLaan stated she wanted to make sure, in the event a decision is given 15 prohibiting this request, the applicant is protected against any kind of non-conformance 16 because in 1990 there was a Home Occupation - Chapter 9 passed which required a 17 grandfathering in. She said basically the questions were for the protection of both the City 18 and the applicant. 19 20 Commissioner VanderLaan asked how the land in the middle of the property came to be 21 Federally protected. Mr. Robarge explained that when he first built at that location, he dealt 22 with all the permits. He put a road in the back of his property and other things and he never 23 saw anything about the DNR or wetlands. They let him dig a pond in the back and he used 24 black dirt in the area. He stated he is not sure when or how it started, but he wanted to dig 25 his back yard out because there was a bunch of cattails there and make a nice pond but was 26 told he basically could not touch it. He said his horses at that time trampled it down and 27 there are no cattails left, very little water standing there, and that is basically a grass field 28 now. 29 30 Commissioner VanderLaan commented that it seemed as though Mr. Robarge has been 31 enjoying activities there -- building, horses, and nature -- which Mr. Robarge confirmed as 32 true. Commissioner VanderLaan asked if he hunted on his property. Mr. Robarge stated he 33 does not hunt on his property but goes across the street. 34 35 Commissioner VanderLaan asked if Mr. Robarge considered replanting trees instead of 36 putting fill in the area to create a berm. Mr. Robarge stated he wants to build a little bit of 37 a higher berm by putting soil there and then plant six- to eight -foot pine trees. He added it 38 is sad to lose huge oak trees, knowing you cannot stop it from happening. 39 40 Commissioner Daninger said he noticed there is an ending date of October 1 for the project 41 and realizes some of the work has been done but wanted to verify Mr. Robarge would not 42 have to move any more fill Mr. Robarge stated that is why he is in front of the Commission, 43 because he thought he may need 700 yards of fill, because as the trees die, he wants to 44 extend the berm farther. However, the application permit says 600 or so yards and he is 45 okay with that. He reiterated he has 400 yards right now which will work fine. As far as Regular Andover Planning and Zoning Commission Meeting Minutes — July 9, 2019 Page 5 1 erosion control, he has Bio Logs around the area and he has seeded it several times and, 2 although it is not the best dirt, it is growing. 3 4 Commissioner Daninger stated the applicant has already started and is in this process, and 5 it is nice to hear a neighbor say he likes what the applicant is doing. He clarified that the 6 Resolution contains an ending date of October 1 and wants to make sure the applicant 7 understands that is the end date and is content with what he has. Mr. Robarge indicated he 8 is content. 9 10 Commissioner Daninger indicated that sometimes Planning and Zoning makes a 11 recommendation but between now and when the City Council meets things get changed, 12 and he wanted to make sure everyone is aware of that. 13 14 Motion by Hudson, seconded by Godfrey, to close the public hearing at 7:20 p.m. Motion 15 carried on a 5 -ayes, 0 -nays, 2 -absent (Loehlein, Sims) vote. 16 17 Chairperson Koehler inquired of Staff whether someone moving dirt from Point A to Point 18 B on their own property is required to get a permit simply because it exceeds 400 cubic 19 yards. Associate Planner Griffiths said City Code states any time more than 400 cubic yards 20 are stockpiled an Interim Use Permit is required, the purpose of which is mainly to control 21 the slope of the stockpile and erosion. 22 23 Chairperson Koehler asked how the October 1 date was chosen. Associate Planner Griffiths 24 said it was selected after consultation with the City Engineer and a member of the 25 Watershed District. He stated the Commission was welcome to change the date. 26 Chairperson Koehler responded that it was fine, but he wanted to make sure some thought 27 was given when the date was picked. 28 29 Commissioner Hudson commented he felt the applicant was landscaping as opposed to 30 stockpiling dirt and wanted to know the difference between the two. Associate Planner 31 Griffiths stated City Code 12-2-2 defines land reclamation as the reclaiming of any land by 32 depositing materials so as to elevate the grade on any lot or parcel upon which 400 cubic 33 yards or more fill is to be deposited. 34 35 Commissioner VanderLaan referred to the last meeting, when the Commissioners initially 36 were dealing with an Interim Use Permit but shortly before the meeting were alerted, they 37 would be dealing with an Amended IUP due to a blanket use permit for the shopping center. 38 She stated she assumed, given the longevity of this activity and location, City Staff made 39 sure there were no Special Use Permits, no Conditional Use Permits, no Variances when 40 he had the business that would need to be addressed in the Resolution. Associate Planner 41 Griffiths confirmed that as correct. 42 43 Motion by Hudson, seconded by Daninger, to recommend to the City Council approval of 44 the Resolution as written. Motion carried on a 5 -ayes, 0 -nays, 2 -absent (Loehlein, Sims) 45 vote. Regular Andover Planning and Zoning Commission Meeting Minutes — July 9, 2019 Page 6 2 Associate Planner Griffiths stated this item would be before the Council at the July 16, 3 2019 City Council meeting. 4 5 OTHER BUSINESS 6 7 City Planner Hanson said Family Funfest takes place the weekend of July 12-13 and invited 8 everyone to attend. She stated the Variance Request for the Side Yard Setback on Holly 9 Street was approved by the City Council. The Amended Conditional Use Permit for the 10 holistic vet clinic in Hanson Commons II was also approved. The 2018 Comp Plan update 11 was submitted to the City Council two weeks ago; there will likely be some changes. The 12 next Planning and Zoning Commission meeting will be on July 23. 13 14 Chairperson Koehler brought up the discussion regarding how to handle permits going 15 forward when the function of the permit has ceased to be used, whether the permit should 16 expire, and wanted to know if that is an issue Planning and Zoning will be asked to discuss 17 and make a recommendation on or if that would be coming from the City Attorney or 18 someone else. City Planner Hanson stated she would find the answer. 19 20 ADJOURNMENT 21 22 Motion by VanderLaan, seconded by Daninger, to adjourn the meeting at 7:27 p.m. Motion 23 carried on a 5 -ayes, 0 -nays, 2 -absent (Loehlein, Sims) vote. 24 25 Respectfully Submitted, 26 27 28 29 Ruth Holdvogt, Recording Secretary 3o TimeSaver Off Site Secretarial, Inc. 31 C I T Y O F. ND OVE 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: Rezoning Request - Rezone from R-1 Single Family Rural to R-4 Single Family Urban — PIN's 13-32-24-32-0001; 13-32-24-32-0002; 13-32-24-32-0003 –Nathan Jones (Applicant– Villas at Crosstown Woods, LLC) DATE: July 23, 2019 INTRODUCTION The Planning and Zoning Commission is requested to review the proposed request to rezone the parcels located at 680 Constance Blvd, 16019 Constance Blvd, and PIN 13-32-24-32-0003 from R-1 Single Family Rural to R-4 Single Family Urban as requested by Nathan Jones. A location map is attached. DISCUSSION As with all rezonings, the City shall find one of the two following findings that are provided by state statute: The original zoning was in error, and/or the character of the area or times and conditions have changed to such an extent to warrant the rezoning. The property is located within the Metropolitan Urban Service Area (MUSA) and also within the current stage of sewer expansion. Times and conditions have changed with the extension of municipal sewer and water into this area of the city. The Andover Comprehensive Plan has the properties guided as Transitional Residential; which contains properties within the MUSA currently zoned rural but guided for urban development. It has been requested by the applicant to rezone the properties so the land can be developed into urban residential lots for the proposed development known as The Villas at Crosstown Woods. ACTION REQUESTED The Planning and Zoning Commission is asked to hold a public hearing to gather public input and consider recommending approval of the rezoning request based on the fact that the properties are located within the MUSA, water and sewer are available to the property, and the request is in harmony with the Andover Comprehensive Plan. Attachments Ordinance Amendment Location of Parcels to be Rezoned Rtfull ub Stni ephae L. Hanson Cc: Nathan Fair, Landmark of Andover LLC, 13432 Hanson Blvd NW, Andover, MN 55304 Judith Carlson, P.O. Box 118, Andover, MN 55304 Joan and William Barth, 11234 South Tomi Dr, Phoenix, AZ 85044 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE XXX AN ORDINANCE AMENDING CITY CODE TITLE 12-3-4, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: City Code 12-3-4, The Zoning District Map of the City of Andover is hereby amended as follows: 1. Rezone land from R-1, Single Family Rural Residential to R-4, Single Family Urban Residential on approximately 10- acres, more specifically legally described as: UNPLATTED GROW TWP THE E1/2 OF N1/2 OF NW1/4 OF SWI/4 OF SEC 13-32-24 IN ANOKA CNTY, MN (SUBJ TO AN EASE FOR ROAD PURP OVER THE N 33 FT THEREOF), PIN 13-32-24-32-0001, ANOKA COUNTY MINNESOTA; and UNPLATTED GROW TWP THE NI/2 OF W1/2 OF N1/2 OF NWIA OF SWIA OF SEC 13-32-24(SUBJ TO EASE FOR ROAD PURP OVER THE N 33 FT THEREOF & OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0002, ANOKA COUNTY MINNESOTA, and UNPLATTED GROW TWP THE S1/2 OF W1/2 OF N1/2 OF NW1/4 OF SW1A OF SEC 13-32-24(SUBJ TO AN EASE FOR ROAD PURP OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0003, ANOKA COUNTY MINNESOTA 2. The findings for the rezoning are that the property is located within the Metropolitan Urban Service Area and also within the current stage of sewer expansion. Times and conditions have changed with the extension of municipal sewer and water into this area of the City. It is now appropriate to rezone the property to Single Family Urban Residential (R-4) at the request of the applicant and property owners to allow the properties to utilize the available municipal sewer and water. 3. All other sections of the Zoning Ordinance shall remain as written and adopted by the City Council of the City of Andover. Adopted by the City Council of the City of Andover on this day of CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Julie Trude, Mayor 2019. 4-1 C a) E C E Q a) U C M C v O Approximately 10 acres to be rezoned from R1 Rural Residendial to R4 Single Family Urban Residential Date Created: July 17, 2019 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. Location of Parcels to be Rezoned CITY OF ij 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/Planned Unit Development (PUD) — The Villas at Crosstown Woods — Landmark of Andover LLC — Nathan Jones (applicant) DATE: July 23, 2019 INTRODUCTION The Planning and Zoning Commission is asked to review a Preliminary Plat/PUD known as The Villas at Crosstown Woods. The development consists of twelve (12) single family homes on the eastern portion of the plat and thirty-six (36) villa style units centrally located and on the western portion of the plat. The applicant submitted a narrative of the proposed PUD. The PUD narrative is attached for your review. A sketch plan was reviewed at the Planning and Zoning Commission meeting on January 22, 2019. City Council reviewed the sketch plan on February 19, 2019 and provided recommendations to the applicant which included the following: Enhance architectural standards, including a variety of materials to be utilized on the exterior of each home; Internal trails and a trail connection to Crosstown Blvd, as recommended by the Parks Commission; Recommend a gazebo, grills and tables to provide the common gathering place; and, Tree preservation plan and buffering to provide separation from Millers Woods development. Approved meeting minutes from both meetings are attached for your review. Also, the City Council meeting may be viewed on QCTV's Website (qctv.org/city meeting/andover-city- council-2-19-2019/#t=3070). DISCUSSION Purpose of PUD? The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of City code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of City tocode. The Andover Review Committee (ARC) reviewed the preliminary plat/PUD and submitted comments to the applicant. Engineering and Planning comments have been attached for your review. Conformance with Local and Regional Plans and Ordinances 1. The property is located within the Metropolitan Urban Service Area (MUSA) Boundary. 2. Pending tonight's action(s), the properties are proposed to be rezoned from R-1, Single Family Rural Residential to R-4 Single Family Urban to accommodate urban development. Low density development (R4 -Urban) is consistent with the Comprehensive Plan. Access The development will be accessed from Crosstown Blvd, through Millers Woods development and a new access will be created from 161" Avenue NW. The plat will also be accessed through the Miller's Woods development. Since the new access is from a county road, Anoka County Highway Division (ACHD) reviewed and provided access requirements to the applicant. The County comments are attached. ACHD is requiring a right turn lane and a left by-pass lane at Norway St NW. The plans are required to be updated to reflect the changes. At the time of sketch plan review, City Council supported the two (2) existing accesses within Miller's Woods (Olive St. NW and Norway St. NW) to be extended to the north to make a connection to the proposed development. The Norway St. NW connection provides direct access to the twelve (12) single family homes; whereas the Olive St. NW connection provides direct access to the thirty-six (36) villas. The proposed city streets meet city code requirements. Utilities Each of the lots will be served by municipal sewer and water. There are 48 sewer hook ups allocated for this area. Lots The property would be rezoned from R-1 Single Family Rural to R-4 Single Family Urban. R-1 City Code requirements include lot size requirements of 11,200 square feet and lot widths of 80 feet wide at the front yard setback line. The applicant is proposing to deviate from the R-4 lot size and setback standards. Requested PUD standards are defined later in the report. City staff is concerned about the buildability of Lot 8 of the single-family homes. It appears the lot may not be wide enough for the placement of a single-family home. The developer is required to submit the building pad location and lot width to ensure there is enough space to accommodate a home. If not, lot 8 may need to be eliminated and lot lines for lots 1 — 7 will need to be adjusted. The applicant provided a written response that Jonathon Homes has a floor plan to fit the lot. Tree Preservation/Landscape Plan There are numerous trees throughout the property. Most of the trees need to be removed because of requirements for stormwater treatment and grading purposes. Areas to be preserved are shown on the attached Landscape Plan. The trees to be saved will serve as a buffer between the existing 2 Miller's Woods development to the south, and to provide a buffer between the villas and Crosstown Blvd. and Constance Blvd. Also, in compliant to city code, trees will be planted in each of the front yards. City code 12-13- 5 (D) requires screening between the rear yard and the adjacent street on double frontage residential lots. This will be achieved by providing landscaping, as shown on the Landscape Plan. Staff has concerns with the planting of large species trees such as sugar maples, pin and white oaks, sentry lindens, ironwood, and Kentucky coffee trees in the front yards. Large tree species need a larger area because of the ultimate height of the tree and canopy width. More specifically, the villa properties do not provide enough open area for a wide canopy width. Mature trees will hang within the road right-of-way and over the top of the homes; potentially causing safety concerns. Staff recommends the overstory trees be modified to species that fit within the provided open area of each lot. According to City Code 13-3-11, desirable PUD design qualities include "providing considerable landscaping treatments that complement the overall design and contribute toward an overall landscape theme, and providing an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, etc." Regarding the villas, staff recommends providing a landscape plan for base plantings, at a minimum, within the front yard of the villas. Coon Creek Watershed District (CCWD) The plat is in the process of being reviewed by CCWD. The developer is required to meet all conditions of CCWD and obtain the proper permits prior to site work. Park and Recreation Commission The Park and Recreation Commission reviewed the request on February 7, 2019. The current Master Park Plan does not show the potential of parkland in this area; the Commission requests cash -in -lieu of land for this development. The Commission discussed and acknowledged the need for a trail on the western side of the plat to connect with a future trail on Crosstown Blvd. 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, Minnesota Pollution Control Agency, 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. PUD The applicant is requesting a Planned Unit Development (PUD) as part of this development. The applicant is requesting flexibility in the bulk area standards including size, dimension and density, primarily to have flexibility to include a villa -style home in the development. The PUD narrative from the developer is attached for your review. PUD Review Applicable Ordinances City Code 13-3-9 regulates the findings that are required for a PUD to be approved. The applicant has addressed some of the findings in the attached narrative: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan of the City. According to the Comprehensive Plan, the properties are to be developed as either commercial or residential. The overall density of the proposed residential development follows the Comprehensive Plan as well. The plan requires 1.5 — 3.6 houses per acre. The proposed PUD development is 2.5 houses per acre; therefore, meets the density requirements of the plan. According to the Metropolitan Council, the net density for this development is calculated by the following: Gross Area — Wetlands/# of lots. The table on sheet 1 of 1 of the plan set shows the gross area as 19.93 acres and wetlands as .66 acres. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The PUD provides a buffer with existing vegetation to provide privacy from adjoining properties. It separates the villas from the single-family homes to the south and provides an additional buffer on the SE corner of Crosstown Blvd and Constance Blvd. A smaller footprint of the lot and home provides larger open space areas that will be managed through a Homeowner's Association. The twelve (12) single family homes will be in similar design and architectural standards as the single-family homes located to the south, within the Millers Woods plat. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. The table below depicts the proposed PUD standards: Proposed PUD Standards: No. Item R-4 P.U.D. P.U.D. Reason for Request Standard Request Request for for single- for Single family family detached homes homes single family villas 1 Min. Lot Width 80 ft 53 ft 70 ft Reduced lot size/sizes typical for cluster design techniques 2 Min. Lot Depth 130 ft 115 ft 135 ft Reduced lot depth typical for cluster design developments 3 Min. Lot Area 11,400 sf 6,800 sf 11,000 sf The smallest lot in the development is 7,000 sq/ft with the largest being 22,000 sq/ft. This creates a better utilization of the land. Front Setback 35 ft 16.5 ft 25 ft Reduces impervious surface, enlarges back yards and (from right -of- buffers, allows more space from the homes to the sensitive 4 way) areas such as saved woodlands and wetlands. Typical setbacks for cluster designed developments. 5 Side Setback 10 ft 6.5 ft 6.5 ft Reduced side yard setbacks are typical for cluster design Garage side 6 ft 6.5 ft 6.5 ft developments. Corner Lot 35 ft 20 ft 20 ft 6 Rear Setback 30 ft 30 ft 30 ft The setback reduction gives flexibility for structure placement for the villas. Rear Setback to 40 40 ft NA No single family homes are affected by this setback. County Road 7 Lot Depth 130 ft 115 ft 135 ft Villas are constructed as a complete package with patios and/or decks. Extra buildable space in the rear yard is not necessary for future accessory uses (pools, sheds, etc). This gives extra space in the rear yard and is typical of cluster design development. 8 Buildable Depth 110 ft 90 — 100 ft 110 ft Villas are constructed as a complete package with patios and/or decks. Extra buildable space in the rear yard is not necessary for future accessory uses (pools, sheds, etc). This gives extra space in the rear yard and is typical of cluster desi n development. 9 Double Frontage 140 ft 134 ft NA The reduced front yard setback gives enough space in the Lot Depth rear yard to provide a buffer. This is typical of cluster design development. City Code 13-3-11 identifies Desirable PUD Design Qualities that are sought in any PUD proposal as listed below and the developer's response as written in the PUD narrative: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this Chapter. Cluster design techniques allow for woodland and open space preservation. There will be a trail easement for access to Crosstown Blvd. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a part of the proposed development. Safe access for vehicles and pedestrians with the proposed wider standard street. While it is not anticipated that substantial traffic volumes will be generated, it provides a walkable, pedestrian friendly neighborhood with neighborhood gathering encouraged through the use of wider, pedestrian friendly streets and homes clustered closer to the streets. Outlot A may also encourage neighborhood gathering. Outlot A will be deeded to the HOA and future improvements could include neighborhood gardens, firepit, or bench area overlooking the pond. C. Provides a tree line buffer between backyards of back-to-back lots. Through the use of the PUD we are able to provide buffers of existing vegetation along the perimeter. The northwest corner of the site will have a stand of trees preserved providing a visual screen for the intersection of Constance and Crosstown. There will also be a significant stand of trees preserved along the south property line providing a wooded open space buffer between this proposal and the existing Millers Woods. This saved woodland along the south will be protected through the use of a conservation easement, ensuring protection from any unnecessary future removal. D. Preserves existing stands of trees and/or significant trees and provides additional tree plantings. As mentioned above, there will be two stands of trees that we have worked hard through planning and engineering to preserve. One of the ways that this is made possible is through the use of reduced setbacks. We are proposing landscape treatments over and above what would be required by ordinance. Providing 2 trees per lot there would be a requirement of 92 trees. We are proposing 159 trees. We are also oversizing the trees from the minimum requirement. The overstory trees will be a minimum of 2" caliper. Many of these proposed trees will be used to create a buffer along Constance and Crosstown Boulevards. We have selected a variety of trees that are hardy and will create ample screening in the buffer areas and interest along the streetscape. As part of the landscaping, there will be a custom designed monument with a large planting bed featured near the northeast entrance. It is also anticipated that the 0 cluster mailboxes will be attractive additions to the streetscape in conjunction with the boulevard trees. E. The proposed structures within the development demonstrate quality architectural design and the use of high-quality building materials for unique design and detailing. Even though these lots are a reduction in size from standard R-4 lots, these homes will be created with the highest quality architecture using high quality building materials providing homes at least in line with the existing home values in the area. Exhibits attached of colored renderings for Villas and Single-family homes. There will be an HOA for the villa homes and Outlot A ensuring uniformity in maintenance and exterior aesthetic. Outlot A could encourage neighborhood gathering. Homes The PUD request is to allow 36 detached single-family townhomes/villas and 12 single family homes. The housing styles and architectural standards will be similar to the attached photos. The homes will provide stone on the front elevation as well as maintenance free siding, hardy board, vinyl shakes and/or columns at the entrances of each structure. PLAT SUBMITTAL PROCESS Minnesota Statues requires that all subdivision applications be preliminary approved or disapproved within 120 days following delivery of an application completed in compliance with the municipal ordinance by the applicant to the municipality; therefore, the preliminary plat must be approved or disapproved by October 4, 2019. Below is the submittal timeline(s) for this particular project: Sketch Plan: Submittal Date: Staff Review Comment: City Council Action: Preliminary Plat: Review #1 Submittal Date Review #1 Submittal Complete: Staff Review Complete: Review #2 Submittal: Draft Staff Review Complete: Public Hearing: City Council Action: January 2, 2019 January 4, 2019 February 19, 2019 June 6, 2019 (however, submittal was incomplete, fees and signed application was not included) June 17, 2019 June 28, 2019 July 11, 2019 July 18, 2019 July 23, 2019 August 5, 2019 7 ACTION REQUESTED The Planning and Zoning Commission is asked to hold a public hearing related to the Preliminary Plat/PUD and make a recommendation to the City Council. Attachments Resolution of Approval Resolution of Denial Location Map City Code Ch. 3 Planned Unit Development City Staff Comments, dated July 16, 2019 Anoka County Transportation Division Comments, July 17, 2019 Sketch Plan Meeting Minutes PZ January 22, 2019 CC February 19, 2019 PUD Narrative Architectural and Housing Floor Plans Villas Single Family Residential PUD Landscape Plan Preliminary Plat Res e,tllly submit ed, Stephanie L. Hanson Cc: Nathan Fair, Landmark of Andover LLC, 13432 Hanson Blvd NW, Andover, MN 55304 Judith Carlson, P.O. Box 118, Andover, MN 55304 Joan and William Barth, 11234 South Tomi Dr, Phoenix, AZ 85044 m CITY OF ANDOVER COUNTY OF ANOKA a STATE OF MINNESOTA C RES. NO XXX C A RESOLUTION APPROVING THE PRELIMINARY PLAT AND PLANNED UNIT DEVELOPMENT FOR "THE VILLAS AT CROSSTOWN WOODS" THE PROPERTIES LEGALLY DESCRIBED AS: C N UNPLATTED GROW TWP THE E1/2 OF N1/2 OF NW1/4 OF SWI/4 OF SEC 13-32-24 iY IN ANOKA CNTY, MN (SUBJ TO AN EASE FOR ROAD PURP OVER THE N 33 FT THEREOF), PIN 13-32-24-32-0001, ANOKA COUNTY MINNESOTA; and UNPLATTED GROW TWP THE N1/2 OF W1/2 OF N1/2 OF NWIA OF SW1/4 OF SEC 13-32-24(SUBJ TO EASE FOR ROAD PURP OVER THE N 33 FT THEREOF & OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0002, ANOKA COUNTY MINNESOTA, and UNPLATTED GROW TWP THE S1/2 OF W1/2 OF N1/2 OF NWIA OF SWIA OF SEC 13-32-24(SUBJ TO AN EASE FOR ROAD PURP OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0003, ANOKA COUNTY MINNESOTA WHEREAS, Landmark Development of Minnesota, LLC has requested approval of a preliminary plat/planned unit development for The Villas at Crosstown Woods; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat and planned unit development; and WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends approval of the preliminary plat and planned unit development to the City Council. 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 The Villas at Crosstown Woods with the following conditions: 1. Trail fees and cash dedication in lieu of land as recommended by the Park and Recreation Commission with final approval by the City Council. 2. City of Andover staff comments dated July 16, 2019 and July 17, 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. Coon Creek watershed District comments must be satisfactorily addressed and an approved CC WD permit must be obtained prior to any grading of the site. 4. Anoka County Highway Division comments dated July 17, 2019 must be satisfactorily addressed, and plans approved prior to the approval of the final plat. 5. Exhibit A shall regulate the PUD standards for the development. 6. Exhibit B shall regulate home construction to be the same or similar to the housing styles and color -schemes. 7. Exhibit C shall regulate tree preservation areas with tree removal occurring for public improvements, building pads, storm water requirements. 8. Exhibit D Landscape Plan shall regulate required plantings for the development. 9. Legal documents for the Vehicle Maintenance Access Agreements must be reviewed and approved by the City Attorney prior to the approval of the final plat. 10. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 11. Developer will provide recordable covenants and legal HOA documents to be reviewed and approved by the City Attorney and City Council prior to the approval of the final plat. Adopted by the City Council of the City of Andover this day of 2019. CITY OF ANDOVER ATTEST: Michelle Hartner, City Clerk Julie Trude, Mayor Exhibit A PUD Standards The Villas at Crosstown Woods No. Item R-4 P.U.D. P.U.D. Reason for Request Standard Request for Request for for single- detached Single family family single homes homes family villas 1 Min. Lot Width 80 ft 53 ft 70 ft Reduced lot size/sizes typical for cluster design techniques 2 Min. Lot Depth 130 ft 115 ft 135 ft Reduced lot depth typical for cluster design developments 3 Min. Lot Area 11,400 sf 6,800 sf 11,000 sf The smallest lot in the development is 7,000 sq/ft with the largest being 22,000 sq/ft. This creates a better utilization of he land. Front Setback 35 ft 16.5 ft 25 ft Reduces impervious surface, enlarges back yards and (from right -of- buffers, allows more space from the homes to the sensitive 4 way) areas such as saved woodlands and wetlands. Typical setbacks for cluster designed developments. 5 Side Setback loft 6.5 ft 6.5 ft Reduced side yard setbacks are typical for cluster design Garage side 6 ft 6.5 ft 6.5 ft developments. Corner Lot 35 ft 20 ft 20 ft 6 Rear Setback 30 ft 30 ft 30 ft The setback reduction gives flexibility for structure placement for the villas. Rear Setback to 40 40 ft NA No single family homes are affected by this setback. County Road 7 Lot Depth 130 ft 115 ft 135 ft Villas are constructed as a complete package with patios and/or decks. Extra buildable space in the rear yard is not necessary for future accessory uses (pools, sheds, etc). This Ives extra space in the rear yard and is typical of cluster design development. 8 Buildable Depth 110 ft 90 — 100 ft 110 ft Villas are constructed as a complete package with patios and/or decks. Extra buildable space in the rear yard is not necessary for future accessory uses (pools, sheds, etc). This gives extra space in the rear yard and is typical of cluster desi develo ment. 9 Double Frontage 140 ft 134 ft NA The reduced front yard setback gives enough space in the Lot Depth rear yard to provide a buffer. This is typical of cluster design development. Villas OthshCroe kTrail. ccm MAINFLOOR LIVING VILLA LIFESTYLE ASSOCIATION MAINTAINED 59 HOMESITE 41- ; I .-i i 1, I �_T'�i'J!_f ft��_il'J1J' ' �. 1 r- t MAINTENANCE -FREE LIVING AT ITS FINEST Love Where You Live! Join the Villas of Rush Creek Trail community where you can fully customize your beautiful new detached townhome. Mix and match to create your dream home from a variety of exterior designs and interior floor plans! COUTACT US TODAY SO WE CAI NOPE YOU M TONQUOSH Team 1 • •t4(e Edinaftalty. 1' 1111111nwj,b well IppwwnKAu 7AIinWE rnlTnAI oAUCAU iIJ LA . jJ.. n.. G❑..I -- �-rU YGPw The Ashton t•s 'J ~ ..Y. i 741 The Mapleton VilIasOfRushCreekTrail,com The Hirchmere HOMES THAT FIT YOUR PERSONALITY Start with one of these expansive floor plans to customize your new home in the Villas of Rush Creek Trail. Spacious interior features include two bedrooms and two bathrooms with an optional office den. The luxury kitchen includes a walk-in pantry, center island, granite countertops, custom stained knotty alder cabinetry and stainless steel appliances. You'll have plenty of room for entertaining in the open living room with vaulted ceilings, four season parch and cozy fireplace. Basement options include a crawl space, full basement, lookout or walkout. The Wilshire TeamZaudtke Edna Really rr� av 4e.nercek Va�r F.V .BYMi. MiY,nY� WL ©2016 MEADOW CREEK BUILDERS I RAMSAY PROPERTIES I WWW.RAMSAYPROPERTIESLLC.COM I I I I F1/�►jf�l JONATHAN ate. _ i Sr H O M E S is Aspen Floorplan Our Aspen design offers 4,021 spacious square feet with five bedrooms, five bathrooms, a Minnesota mudroom, our signature flex room and great room with hardwood floors. Make it an Aspen Sport to enjoy hours of fun in the indoor sports zone! Ilk 5 5 3 � n 4,021 Finished SQ. FT. :E2a� Main Level Wood Floors in Great Room Single Everyday Dining Space * JH Signature Flex Room it "Minnesota Mudroom" Upper Level M Owner's Suite with Tile Shower al Soaker Tub ! Linen Closet s Pass-through Laundry a'�, Lower Level Im Finished Basement Yx 5th Bedroom with 3/4 Bath s Flex Room R , _ ems`f I Y M Iml'�ul�� w��I II■ fes` ��� u■ i No mull L 1IINNJv ME �� 'I III�III■ I I �� � IIIIIII� � ii,- Illl�il� ®1 IIIIIII� Ellingwood Floorplan Our Ellingwood design offers 4,272 spacious square feet with a beautifully angled kitchen, great room with stone fireplace, sunroom, a Minnesota mudroom, five bedrooms, five bathrooms and more! Make it an Ellingwood Sport to enjoy hours of fun in the indoor sports zone! 5 5 3 4iiiiiii� r 4,272 Finished SQ. FT. Main Level • Beautifully Angled Kitchen ■ Costco Sized Pantry ■ JH Signature Flex Room ■ "Minnesota Mudroom" Upper Level m Owner's Suite with Tile Shower • Soaker Tub • His & Hers Walk-in Closet ■ Pass-through Laundry Lower Level ■ Finished Basement ■ 5th Bedroom with 3/4 Bath ■ Flex Room L v. r ^ •r u; CIS �,-�i° I Ulm- �[� I Ll Summit Floorplan Our Summit design offers 4,572 spacious square feet with five bedrooms, five bathrooms, a Minnesota mudroom, our signature flex room, a formal dining space and more! Make it a Summit Sport to enjoy hours of fun in the indoor sports zone! Main Level 9 Costco Sized Pantry rk Formal Dining Room * JI -I Signature Flex Room "Minnesota Mudroom" Upper Level WN, !fit- - -•�„ /i"" ■ Owner's Suite with Tile Shower ■ Soaker Tub ■ His & Hers Walk-in Closet ■ Pass-through Laundry 5 5 3 4,572 Finished SQ. Ff. l' Lower Level ■ Finished Basement ■ 5th Bedroom with 3/4 Bath ■ Flex Room W7T'I'll ILLAJI Vail Floorplan Our Vail design offers 4,442 spacious square feet with gourmet kitchen with a Costco sized pantry, formal dining space, a beatuiful 2 -story great room, a Minnesota mudroom, five beds, five baths, and more! Make it a Vail Sport to enjoy hours of fun in the indoor sports zone! Main Level to 2 -Story Great Room tr Costco Sized Pantry * Formal Dining Room 21 "Minnesota Mudroorn" Upper Level it Owner's Suite with Tile Shower ■ Soaker Tub ■ His & Hers Walk-in Closet ■ Pass-through Laundry 5 5 3 = � n 4,442 Finished SQ. FT. Lower Level w Finished Basement ■I 5th Bedroom with 3/4 Bath ■ Flex Room S .i 1 �� I L U, l ,p .` I , � . I , STI -JT Iii Iu 1�1+! I w m I J tJJ w LLd Architectural Elevations of Homes in White Pine Wilderness 4th Addition CITY OF ANDOVER M COUNTY OF ANOKA C N STATE OF MINNESOTA O RES. NO XXX C O A RESOLUTION DENYING THE PRELIMINARY PLAT AND PLANNED UNIT DEVELOPMENT j FOR "THE VILLAS AT CROSSTOWN WOODS", THE PROPERTIES LEGALLY DESCRIBED AS to UNPLATTED GROW TWP THE E1/2 OF N1/2 OF NW1/4 OF SWI/4 OF SEC 13-32-24 � IN ANOKA CNTY, MN (SUBJ TO AN EASE FOR ROAD PURP OVER THE N 33 FT THEREOF), PIN 13-32-24-32-0001, ANOKA COUNTY MINNESOTA; and UNPLATTED GROW TWP THE N1/2 OF W1/2 OF N1/2 OF NW1/4 OF SWI/4 OF SEC 13-32-24(SUBJ TO EASE FOR ROAD PURP OVER THE N 33 FT THEREOF & OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0002, ANOKA COUNTY MINNESOTA, and UNPLATTED GROW TWP THE S1/2 OF W1/2 OF N1/2 OF NW1A OF SW 1/4 OF SEC 13-32-24(SUBJ TO AN EASE FOR ROAD PURP OVER THE W 33 FT THEREOF), PIN 13-32-24-32-0003, ANOKA COUNTY MINNESOTA WHEREAS, Landmark Development of Minnesota, LLC has requested approval of a preliminary plat and planned unit development for The Villas at Crosstown Woods; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat and planned unit development; and WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends denial to the City Council of the preliminary plat and planned unit development based on the following findings of fact: INSERT COMMISSION'S 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 and Planned Unit Development of The Villas at Crosstown Woods due to the following findings: INSERT FINDINGS OF FACT 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 Date Created: July 17, 2019 Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data. Location Map CHAPTER 3 PLANNED UNIT DEVELOPMENT (PUD) SECTION: 13-3-1: Purpose 13-3-2: Utilization of PUD 13-3-3: PUD Concept Review 13-3-4: Uses 13-3-5: Density 13-3-6: Zoning And Subdivision Standards And Requirements 13-3-7: Approval Process 13-3-8: Fees And Costs 13-3-9: Findings Required 13-3-10: Revisions And Amendments 13-3-11: Desirable PUD Design Qualities 13-3-12: Approval Of Planned Unit Development 13-3-1: PURPOSE: The purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means for greater creativity and flexibility in environmental design than provided under the strict application of this code. It must be demonstrated to the satisfaction of the City Council that a higher quality development will result than could be otherwise achieved through strict application of this code. (Ord. 298, 8-4-2004) 13-3-2: UTILIZATION OF PUD: Planned Unit Development (PUD) regulations may be allowed by the City Council to be applied and/or utilized for all developments including the following: townhomes, single- and two-family homes (both urban and rural), apartment projects, multiuse structures, commercial developments, industrial developments, mixed residential and commercial developments and similar projects. (Ord. 298, 8-4-2004) 13-3-3: PUD CONCEPT REVIEW: Any person or persons who may apply for a PUD may request a concept review with respect to land which may be subject to a PUD. The purpose of a PUD concept review is to afford such persons an opportunity, without incurring substantial expense, to have the general feasibility of a PUD proposal considered. PUD concept reviews shall follow the sketch plan procedures provided in Section 11-2-1 of this code. (Ord. 298, 8-4-2004) 13-3-4: USES: Planned Unit Developments shall be required to conform to the permitted and conditional uses set forth in Title 12 of this code pertaining to the applicable zoning district. (Ord. 298, 8-4-2004) 13-3-5: DENSITY: The density of residential developments shall be required to conform to the applicable land use district. (Ord. 298, 8-4-2004) 13-3-6: ZONING AND SUBDIVISION STANDARDS AND REQUIREMENTS: All standards and provisions relating to an original zoning district shall apply, unless otherwise approved as a part of the PUD. All standards may be modified or waived provided the applicant demonstrates harmony with the purpose of the PUD and the findings described in Section 13-3- 9 of this chapter. (Ord. 298, 8-4-2004) 13-3-7: APPROVAL PROCESS: An applicant for a PUD shall submit in the application all of the material required by this chapter. Each PUD requested must adhere to the following process: A. Permitted and conditional uses shall follow the Conditional Use Permit procedures provided in Section 12-14-6 of this code to establish the development standards for the PUD. These uses shall also complete the commercial site plan process once the Planned Unit Development has --been-approved-.-(Amd-2/2-0-/07,-Ord,_341-) -- - B. Applications involving the subdivision of land shall complete a preliminary and final plat under the procedures provided in Title 11, "Subdivision Regulations", of this code. (Ord. 298, 8-4-2004) 13-3-8: FEES AND COSTS: Applications for a PUD shall be filed at the office of the City Planner along with a nonrefundable application fee for the approval process specified in Sections 13-3-3 and 13-3-7 of this chapter in the amount established by the City Council to defray administrative costs. (Ord. 298, 8-4-2004) 13-3-9: FINDINGS REQUIRED: In order for a PUD to be approved, the City shall find that the following are present: A. The proposed development is not in conflict with the goals of the Comprehensive Plan of the city. B. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. C. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of a PUD. D. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. (Ord. 298, 8-4-2004) 13-3-10: REVISIONS AND AMENDMENTS: Administrative approval of incidental changes in the PUD may be authorized by the City Planner upon review and approval by ARC. Such administrative approvals shall not substantially alter the character of the approved PUD and shall be limited to landscaping (not including quantity reduction), color schemes (not including materials), association documents, fencing, entrance monuments and decks. Changes in uses or development/design standards must be submitted for a full public hearing review process. (Amended Ord. 314, 10-4-2005) 13-3-11: DESIRABLE PUD DESIGN QUALITIES: The following design qualities will be sought in any PUD: A. Achieves efficiency in the provision of streets and utilities and preserves area to achieve the elements of design qualities described in this chapter. B. Provides convenient and safe access for vehicles and pedestrians and all types of activity that are anticipated to be a p -art of theprQp_ose_d development. C. Provides a buffer between different uses, adjacent properties, roadways, between backyards of back-to-back lots. D. Preserves existing stands of trees and/or significant trees. E. Provides considerable landscaping treatments that complement the overall design and contribute toward an overall landscaping theme. F. Preserves significant usable space on individual lots or through the provision of open space within the development. G. Provides an attractive streetscape through the use of undulating topography, landscaping, decorative street lighting, decorative mailbox groupings, retaining walls, boulders, fencing, area identification signs, etc. H. The proposed structures within the development demonstrate quality architectural design and the use of high quality building materials for unique design and detailing. The lasting quality of the development will be ensured by design, maintenance and use guidelines established through an owners' association. (Ord. 298, 8-4-2004) 13-3-12: APPROVAL OF PLANNED UNIT DEVELOPMENT: The developer must demonstrate that the amenities and qualities of the Planned Unit Development are beneficial and in the public interest to allow the development to be approved. A substantial amount of the design qualities identified in Section 13-3-11 of this chapter shall be found to be present in order to approve a PUD. The amount of amenities and type of qualities that constitute an acceptable PUD are at the sole discretion of the City Council to determine. (Ord. 298, 8-4-2004) 13:3-13: REDEVELOPMENT PUDs: A property owner may apply for a redevelopment PUD for their property, if the property meets the criteria outlined in this section. Such redevelopment PUDs shall only be used for lot splits. PUDs on all other subdivisions shall follow the normal PUD requirements laid out in this chapter. All provisions of City Code chapter 13-3 shall apply to redevelopment PUDs except for section 13-3-11. A redevelopment PUD may be permitted if the subject property meets the following standards: A. The existing principal structure on the property is at least 30 years old, or does not meet current building codes, or has a blighting effect on the surrounding neighborhood, and will be removed as part of the redevelopment of the property. B. The houses built on the new lots would be similar in size and architectural design to those in the surrounding neighborhood. Architectural plans must be included in the application for a redevelopment PUD and approved by the Council. (Amd. 2120107, Ord. 341) AC I T Y 0 .F NDOVE^ � N 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 C FAX (763) 755-8923 • WWW.ANDOVERMN.GOV ciSO r NEMORANDUM U ?' co � TO: Stephanie Hanson, City Planner t/1 FROM: David Berkowitz, Director of Public Works/City EngineerDA5 p Jason Law, Asst. City Engineer U DATE: July 16, 2019 REFERENCE: Villas at Crosstown Woods/Grading, Drainage & Erosion Control Plan/Review #2 The following comments have vet to be completed regarding Review #1: 1. Need to obtain the necessary permits from the DNR, US Army Corps of Engineers, Coon Creek Watershed District (CCWD), MPCA, MCES, MnDOH, Anoka County Highway Department, and any other agency interested in the site. Acknowledged. Kept for tracking purposes. 15. Sheet 3 and all applicable sheets: It is a requirement that Gopher State One be called and all utilities, public and private, within 100' of the plat line are shown. Note 11 states that GSOC was NOT called. Add to the note: "Utility Quality Level is per CI/ASCE 38-02." Fill out level in place of blank after contacting GSOC. Plans and comment letter state that only observed utilities are shown. It is a requirement for plan approval that Gopher State One Call be contacted and all public and private utilities within 100' of the plat be shown on the plans. Utility Quality Level B was labeled in the plans, this is not consistent with "observed utilities" being shown. Even if only maps are provided by private utility companies (vs field locates), show utilities on plan, which would be Utility Quality Level D. Update notes on all plans showing similar notes. 17. Sheet 4 and 10: , Verify if a catch basin or flared end is located east of Olive Street just south of the plat line. Survey did not pick up CB on south end, response letter stated it may have been buried or removed. Check in existing CB on east side of Olive Street to see if there is a pipe lead to the east. If not, need to pick up low area east of Olive Street with storm sewer. 20. Sheet 5 and all applicable sheets: Call out 20' Trail Easement in southwest corner of plat. Separate recordable documents are required for the trail easement. Trail was shown, but easement should be labeled "Trail and Drainage and Utility Easement." On Final Plat, "Trail" will need to be removed. Acknowledged that recordable documents will be submitted with final plat for trail easement. 23. Sheet 2, 5, 10 and all applicable sheets: Verify that all D&UE go up to basin HWL's. Add a 20' D&UE / VMA on the south side of Lot 8 to access the Pond #1 outlet. Verify D&UE covers the HWL of basins. D&UE shall also coincide with all Vehicle Maintenance Accesses and shall also cover all drainage swales (refer to markups on Sheet 12). Provide VMA on south side of Lot 8 as requested (not done). In meeting with developers engineer it was stated that there was an existing VMA on the Miller's Woods 4th plat to the south, but that is not the case. VMA on south side of Lot 8 is required to access the outlet to Pond 1. Revise grades to 10:1 max on grading plan. 27. Sheet 2 & 6 and all applicable sheets: Show full design of turn and bypass lanes on Constance Boulevard. Label turn lane lengths and tapers. Include ACHD details and inset for taper design. Plans shall be submitted to the ACHD for review of the turn and bypass lane design. Only a right turn lane has been shown on Constance Blvd. Comments were received from the ACHD for this plat and an eastbound right turn lane and westbound left turn / bypass lane are required on Constance Boulevard. Revise all plans accordingly. 29. Sheet 7 and 8: Label all horizontal curve data. A few are missing. See marked up plan. 33. Sheet 9: Freeze spot elevation layers, building setbacks. Spot elevations still showing. 36. Sheet SW: Show insulation for water main where there are storm sewer crossings and less than 4' of separation. Response letter stated final utility plan will show insulation. While true, past prelim utility plans it has been included as well. 42. Sheet 10: Note: This plan sheet is easier to read than ethers imnertant Wermatienis in e61o,; all else shades r�ev/hla Gk Freeze building sethanL lines anr! Ir,t elevation infe,_make Lot and Block numbers larger. Lot and block numbers were frozen, turn them back on. 44. Sheet 10: Label all structure sizes that are greater than 48" in diameter. All CB's proposed with SAFL Baffles need to be labeled as such and be a minimum of 72" diameter (City requirement for maintenance personnel access). Label in plan. SAFL Baffles no longer proposed, however, 4' sump elevations were not labeled in plans for proposed structures based upon SHASM calculations. Diameter of 72" structure not labeled in plans. There are discrepancies in the Hydrology Report regarding which structure should be the 72"-4' sump structure. Verify plans and hydrology calculations are consistent. Add a 4'sump to STMH 21 prior to discharge into Pond 2. Include STMH 21 sump in SHASM calculations. 49. Sheet 10: Use City detail for Outlet Control Structure, which includes information on grate, elevations, inverts, etc. Revise detail based upon hydrology comments. Minipipe diameter ince an me is 15!1 Set the from rim elevation of the OCS at the HWL of the basin then it can count as the EOF. Use City standard detail for OCS as previously requested, or at a minimum include in plans for rim design details. OCS rim elevation per design engineer cannot be built at the Pond 2 HWL. Therefore, need to provide an EOF in the southeast corner of Pond 2 overland at the pond HWL elevation. Review if inlet pipe elevation into OCS 12 could be raised up to reduce structure depth below water table. 58. Sheet 12 and all applicable sheets: Expand on notes restoring existing lots adjacent to cul de sac removals. Include landscaping, irrigation system, and coordinate with homeowner. Not done. Note at both southern cul de sacs should say "Remove CDS & Restore yard, driveway, irrigation and landscaping - coordinate with homeowner." 59. Sheet 12: Need to model and list Pond Name, NWL and HWL for low areas in south west corner of plat, and southwest corner of Constance Blvd/Norway Street. Low areas were modeled in Hydrocad. Label similar to all other pond areas, same text size, with Pond Name (matching Hydrocad), NWL (Dry) and HWL (Atlas 14). Some were labeled but text is too small and pond label names are not included. 65. Sheet 11: Need to include a lot tabulation, which includes Lot #,l Q- o, HauseType� 0 2 Elevation' Lookout trout Elevation Lowest Opening Elevation, !go Year HWL, Emergency Overflow Elevation, Highest A ntinipated Water I e./el If some of these do not apply put N/A in the table. Include columns for Lowest Opening Elevation and EOF. Can delete column for Back to Back 100 Yr HWL as it's not applicable to this project. Revise HAWL to 899.0 per Haugo memo. Verify all entries in Lot Tabulation match plans. 74. Sheet 10: What are the two "x" in the rear of each yard for? There are two spot elevations between each x, one with one and one with two sets of parenthesis. Provide a detail on what each elevation and number on each lot means for each pad. Add into Holddown details what double parenthesis numbers in plan mean (Rear Pad Elevation). Add 4:1 slope label as marked up in plans on lot details. Add "single family" in the notes about 110' buildable and "90'" and "Villa" in the Villa Style Holddown notes. 78. Sheet 14: Provide documentation to the City that wetland credits have been purchased. Acknowledged that it will be provided once completed. Kept for tracking purposes. 79. No tree protection plan was submitted. Engineer stated they thought Tree Preservation Plan was not required. It is a requirement, however, it can be incorporated into the Landscaping Plan by simply showing the tree save areas. 80. When the final plat is approved and recorded at the County, a digital copy of the plat (.dwg file) shall be submitted to the City. Acknowledged. Kept for tracking. 81. When the plan is approved submit a copy of the Lot Tabulation on an 8.5x11 sheet of paper. Acknowledged. Kept for tracking. 82. When the as -built grading plan is approved, a digital copy of the plan shall be submitted to the City. Must use Anoka County coordinates and Anoka County elevation datum (NAVD 88). Note the datum somewhere in the plan set. Acknowledged. Kept for tracking. Provide digital and hard copies. 83. Need to provide separate recordable documents for Vehicle Maintenance Accesses and Trail Easement. Acknowledged. Kept for tracking. The following comments are regarding Review #2: 201. Submit Geotechnical Report once Haugo has completed additional borings along Crosstown Blvd and hand auger in infiltration basin location, including updated memo on highest anticipated water level. At this time, the HAWL based upon completed borings and Haugo recommendation is 899.0. 202. Stormwater modeling comments from the City and Coon Creek Watershed District will have an impact on basin high water levels, drainage and utility easements, and potentially low floor elevations. Carry all necessary revisions through to the plan set once hydrology model is updated to comply with City and CCWD comments. Lots V19, V20, V27, V28 and V29 do not meet the 2' above high water level low floor criteria. As these are lookout lots, either raise up the low floors, or provide Darcy's Law calculations showing that the HWL will not impact the low floors. 203. If the project is constructed in more than one phase, the county road turn and bypass lane improvements shall be constructed with the first phase. 204. Sheet 1: Update Sheet Index Table with "Removal / Existing Conditions Plan" and add sheets 15-16 "Landscape / Tree Preservation Plan." Revise all sheet title blocks to be out of 16 sheets. 205. Sheet 2 and 6: Show existing and proposed lane lines on Constance Boulevard and Norway Street. Label 4" White Paint and 4" Double Yellow Paint. Show required improvements along Constance Boulevard (right turn and bypass lane). 206. Sheet 2, 5 and all applicable sheets: Revise building setback lines so they are outside of the easements on all lots. 3 207. Sheet 2 and 6: Label bituminous lane widths at intersection with Constance Blvd on Norway St and Constance Blvd. Label what ultimate lane widths will be with turn lane improvements on all lanes. 208. Sheet 4: Revise sheet name to "Removals / Existing Conditions Plan." 209. Sheet 4: Add note to hydrant in southwest corner of plat "Remove hydrant, valve and 6" lead. Install 6" plug at tee." This hydrant needs to be removed as it will be outside of the ROW once the cul de sac is removed. 210. Sheet 4: Show removals for turn/bypass lane on Constance Boulevard (sawcut, bit removal, pavement marking removal, etc.). 211. Sheet 4: Hatch out tree removals. 212. Sheet 4: Revise demolition note to include "Cap Well and Abandon per MnDOH requirements, Remove Septic Tank and Drain Field." 213. Sheet 5 and all applicable sheets: Right of way corners/radii shall be 20' at intersecting City streets and 30' at County roads. 214. Sheet 5: Include "Sheet 5 of 16" sheet number on bottom of page. 215. Sheet 5: Verify if Lot 8 is buildable with the reduced building pad width that will be available with the necessary Vehicle Maintenance Access. Look at evening out the lot widths on the east side of Norway Street. 216. Sheet 6: Extend curb to ROW along Norway Street. Label "3' Taper." 217. Sheet 7: Revised PVI at 8+25 to have no more than 1% algebraic grade difference, otherwise, add a vertical curve. Make sure low point stays at existing catch basins. 218. Sheet 7: Show existing CB"s on Olive Street south of plat in street. 219. Sheet 8: Delete profile south of 29+00, it's outside of the project limits and doesn't appear to match up existing and proposed. 220. Sheet 8: Could eliminate the vertical curve at 30+75 if grades can be slightly modified to get algebraic grade difference to 1 % or less. 221. Sheet 9: Add "Sheet 9 of 16" to title block. 222. Sheet 9: At water main connection with Olive Street, delete note to "protect hydrant", move gate valve to end of existing stub, add a new hydrant to east side of street 10' south of storm sewer pipe. 223. Sheet 9: Move gate valve at intersection of 160"' Lane and Norway Street to just south of the tee. 224. Sheet 10: Balance/average out storm sewer pipe grades for inlet and outlets into and out of pond. In general, pipe grades should increase further downstream (if same diameter). 225. Sheet 10: Add storm sewer to pick up low area at south plat line east of Olive Street if there is not an existing CB or FES in this location. 226. Sheet 10: Make STMH 4 a CBMH in the curb line. 227. Sheet 10: Do not include sumps in the GCS's. For OCS 26, if this is to be used as the EOF, then the discharge pipe must be one pipe size larger than the inlet pipe. If overland EOF is set at HWL, this criteria doesn't apply. NWL for OCS 26 should be at outlet elevation of 898.5 in the detail. 228. Sheet 10: Add structure labels and invert elevations for flared end sections. 229. Sheet 11: For the infiltration basin detail, label the depth of filter media and revise sideslope label to 4:1 max. 230. Sheet 11: The first sentence of Note 4 in General Notes should be moved to the end of Note 2. 231. Sheet 12: Flow arrow is reversed for Lot V18. 232. Sheet 12: Label names for borings in Crosstown Blvd ROW and Infiltration Basin (hand auger). 4 233. Sheet 12: The overland EOF for Pond 2 in the southeast corner needs to be set at the EOF elevation. Revise drainage and utility easements on Lot 9 to cover the EOF. Need to add a detail for the EOF with sideslopes, elevations and stabilization (enkamat?) similar to the EOF for Pond 1. This EOF is only required if the rim elevation for the OCS out of Pond 2 can not be built at the HWL elevation. 234. Sheet 12: Revise the D&UE and VMA on LotsV3, V4, V5 and 12 so it is 10' off the storm sewer. 235. Sheet 12: Move the mailbox cluster south one lot away from the VMA between Lots 5 and 6. 236. Sheet 12: Show grading contours for bypass lane construction. Verify if all contours shown for turn lane construction as well. 237. Sheet 12 and all applicable sheets: Update pond HWL elevations based upon hydrology comments. 238. Sheet 12: Confirm that elevations listed near proposed retaining wall are top and bottom of wall elevation. If so, label as TW = XXX.XX and BW = XXX.XX (for top wall and bottom wall). 239. Sheet 12: Make Pond 1 EOF detail larger so it's legible. Add an EOF detail for Pond 2. 240, Sheet 12: Label existing EOF's for Wetland 5 and the low area north of wetland 5 and add drainage flow arrows for each to south. 241. Sheet 13: Add inlet protection to all catch basins. Turn off sanitary sewer and water main layers. 242. Sheet 14: Add a label below the wetland fill area legend "XXX SF Impact" for the total wetland impact area in the plat. 243. Sheets 15 and 16: See comments from Natural Resources Technician. 244. Additional comments pending further review. The following comments are regarding Review #2 of the Hydrology Report: 201. Label structure numbers in schematic storm sewer map to match structure ID's in plans. 202. Submit storm sewer tributary area map for each structure. Label consistent with plans and calculations. 203. Verify that 10 -year flow rates into storm sewer sizing calculations are at least equal to the 10 year flow rates for ponding areas from Hydrocad calculations. Some are less. 204. Table 4.10 in report structure labels / diameters are inconsistent with SHASM calculations in Appendix. 2 and 14 reversed? Also add a 4' sump to STMH 21 in Table 4.10 and SHASM calculations. 205. For the Existing and Proposed Conditions maps, label all low areas modeled, consistent with the Hydrocad models. 206. Pond 2P (Pond 2): There's a warning that the pond elevation exceeded Wetland 3 by 1.61'. Modeling backflow between the wetland and pond would get rid of this. My understanding was Pond 2 and Wetland 3 storage volumes were going to be modeled in the same node as they should bounce the same during HWL events, however, there is a separate node in Hydrocad for Wetland 3. Were storage volumes doubled up with two separate nodes, which would affect HWL's? 207. Wetland 3 needs to be modeled starting at the runout elevation for Pond 2 (899) as they will act as one basin during HWL events. Either leave Wetland 3 and Pond 2 as separate nodes in Hydrocad (both with routing starting at 899) and model backflow, or combine into one node as they will bounce together (similar to how Wetland 8 and Pond 1 were modeled). This will affect basin HWL's and easements. 208. The Device 6 reverse grade pipe for the Pond 2 outlet doesn't match the plans, which could affect HWL's as it's possible it could revert to orifice or barrel control instead of inlet control. 5 209. For Pond 2, the OCS rim elevation is set 0.5' above the HWL, and a secondary overflow to the south is 1' above the HWL. One or the other needs to be at the HWL. 210. Pond 3P (Pond 3) Infiltration Basin: The outlet for Pond 3 (infiltration basin) does not include the 230' of 18" reverse grade pipe. This may control the discharge rate from this basin, not the 18" "normal" grade pipe from CBMH 15 to Pond 2. This needs to be included and may change HWL's of this basin. Update pipe length from CBMH 15 to Pond 2 as it's close to 400'. Routing for the Infiltration Basin needs to be started at the runout elevation (902.3 from CBMH 15), similar to modeling a stormwater pond. 211. Pond 4P (CP 7). Need to include the 15" outlet pipe from the structure, not just the 27" orifice inlet. 15" pipe will likely have less capacity than the 27" orifice and control the HWL and discharge rates. 212. Pond 24P (Pond 1): Top of weir wall and grate need to be set at the HWL elevation. Also, if this is being used as the EOF, the pipe downstream of the weir wall needs to be 18" (one pipe size larger than inlet pipe into structure). There is a separate overland flow EOF, but that is also set above the HWL. One of the other needs to be at the basin HWL. 213. SHASM Calcs — The calculations call out different structures for the 72" diameter structure required compared to what's listed in the report write up in Table 4.10 (and it's not labeled in the plans either). A sump should also be added to STMH 21 for that system prior to discharge into Pond 2. 214. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing( et di ital 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: Stephanie Hanson, City Planner FROM: Joe Janish, Community Development Director DATE: July 17, 2019 REFERENCE: Villas at Crosstown Woods Narrative Review Dated July 15, 2019 and Received July 16, 2019. The City of Andover has not received the layout that was referenced related to the standard lot layout. The following comments are regarding the Narrative Review: 1. Provide page numbers to the narrative. 2. Staff suggests the applicant consider a 20 -foot front yard setback vs. the proposed 16.5 foot setback. The City of Andover parking stalls are required to be 18 feet in depth. 3. Side Yard Setback Flexibility section: Revise side yard setback stated in narrative for garage side; as a 6 foot setback for garages over 20 feet in width is required also adjust mathematics on overall reduction between structures. 4. Side Yard Setback Flexibility section: Language should be added to address how does the reduced sideyard setback achieves "a higher quality development will result than could be otherwise achieved through strict application of the City Code." 5. Add the deviation from the buildable depth to the "table of requirements versus proposed standards." Also note what you are proposing as a standard as part of the PUD. 6. County Road Setback Flexibility: The setback is 40 feet but with a double frontage lot an additional 10 feet is required to lot depth. No deviation is needed. County Road Setback Flexibility section of the PUD Narrative can be deleted; however please see comment 7. 7. By reducing the lot depth you are also not providing for an additional 10 feet for double frontage lots (City Code 11-3-6: LOTS H. Double Frontage Lots). This should be noted within the "table of requirements versus proposed standards." A separate heading should also be provided within the narrative addressing this and indicating how this deviation creates "a higher quality development will result than could be otherwise achieved through strict application of the City Code." The additional 10 feet required by code was meant for landscaping requirements. 8. PUD Design Qualities item 2: Language should be added to address how neighborhood gathering is encouraged. 9. PUD Design Qualities item 4: Language could be added noting that development still needs to meet certain standards that are not able to be modified that limits areas that can be preserved. Perhaps stormwater requirements have caused the loss of additional tree stands? 10. PUD Design Qualities item 5: It is noted this plan would typically require a minimum of 92 trees; how was this determined? 11. PUD Design Qualities item 5: You should specify the proposed tree standard. 12. PUD Design Qualities item 6: Provide the Architectural Requirements for the PUD. 13. If you do not include an area for residents to gather the narrative needs to be revised and please note the sketch by Planning and Zoning Commissioners and City Council members had noted that the gathering space was desired as the lots are smaller than required by City Code. 14. Revise date on front page of PUD Narrative with next submittal. 2 C I T Y O F ,ND OVE: 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORANDUM To: Stephanie Hanson, City Planner From: Kameron Kytonen, Natural Resources Technician Date: July 17, 2019 Reference: Villas at Crosstown Woods Landscape Plan Comments 1. Showy mountain ash or blue beech are recommended over Japanese tree lilac for around the monument sign. 2. It's recommended to space out the northern pin oaks proposed to be planted in case one or more are affected by oak wilt. This will prevent root transmission of the disease. a. In general, it's recommended not to plant monocultures on each lot (i.e. one lot on the corner proposes 4 hackberry). 3. It's recommended to add in some salt tolerant species along the buffer as well. Some options include but are not limited to: Princeton American elm and tamarack. 4. Additional comments pending further review. A Anoka County TRANSPORTATION DIVISION ,,,.& Highway Stephanie Hanson City of Andover 1685 Crosstown Blvd. NW Andover, MN 55304 Re: Preliminary Plat - Villas at Crosstown Woods Dear Stephanie, July 17, 2019 We have reviewed the preliminary plat of Villas at Crosstown Woods, to be located in the southe quadrant of CR 60 (Constance Boulevard NW) and Crosstown Boulevard NW within the City Andover, and I offer the following comments: An additional 27 feet of right of way adjacent CR 60 will be required for future reconstruction purposes (60 feet total right of way width along CR 60). The City may with to consider the dedication of an additional 27 feet of right of way along Crosstown Boulevard NW (City street) should future signalization and turn lane construction be desired or warranted in the future. As proposed, the plat will introduce an additional street access onto CR 60 located approximately 1000 feet east of the CR 60/Crosstown boulevard NW intersection. Although the location proposed for the Norway Street NW connection to CR 60 does not meet intersection spacing guidelines, we will permit it, provided that an EB CR 60 right turn lane and a WB CR 60 left turn lane or bypass lane are constructed at the new intersection as a part of the development. No other driveways or access points onto CR 60 will be permitted within the boundaries of this plat, and any existing driveways/field entrances within this section of CR 60 must be removed and the ditch section restored to match existing depth, slope, and grades as a part of this development. It should be noted that no plantings or private signs are permitted within the county right of way, and care should be exercised when locating buildings, private signs, plantings, berms, etc. outside of the county right of way so as not to create sight distance obstructions for vehicles entering/exiting this section of CR 60. 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 CR60 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 assess the noise situation for this development as it is proposed to be located directly adjacent to CR 60 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. Our Passion Is Your Safe way Home 1440 Bunker Lake Boulevard N.W. s Andover, MN 55304-4005 Office: 763-324-3100 A Fax: 763-3)24-3G20 e www.anokacounty.us/highway ,Affirmative Action / Equal Opportunity Employer 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 ratelvolume of runoff must not exceed the pre - developed rate/volume of runoff for the 10 -year, critical design storm. Contact Michelle Pritchard Engineer I, via phone at 763.324.3162 or via email at Michelle. Pritchard(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, ACHD Design Requirements Checklist for County Highway Modifications (copy available via our website), right turn lane and left turn lane/bypass lane design plans and the applicable ACHD Engineering Plan Review fee (estimated at $650.00) to Ms. Pritchard for her review and approval. Following completion of the ACHD Engineering Plan Review process, the ACHD Permit process can begin by the contractor(s) completing the work. A permit for work within the county right of way (fee = $150.00) and an access permit for the new City street tie-in (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 Contact Susan Burgmeier at 763.324.3142 for further information regarding the ACHD Permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, cj& Avg Jane Rose Traffic Engineering Manager xc: File - CR 60/Plats + Developments12019 Michelle Pritchard, Engineer I Chuck Gitzen, County Surveyor Sean Thiel, Graduate Engineer Joe MacPherson, Assistant County Engineer Sue Burgmeier, Traffic Engineering Technician Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 2 1 PUBLIC HEARING: Sketch Plan/Planned Unit Development — The Villas at 2 Crosstown Woods — Crosstown Blvd. NW and 1611 Ave. NW — Landmark of Andover 3 LLC 4 5 City Planner Hanson noted the purpose of this item is to hold a public hearing to review a 6 sketch plan for single family planned unit residential development known as The Villas at 7 Crosstown Woods. 8 9 City Planner Hanson reviewed the proposed Planned Unit Development (PUD) concept 10 plan with the Commission, noting that the purpose is to provide the applicant with 11 informal feedback on the sketch plan. The purpose of a PUD which would provide more 12 flexibility in density in return for going above the requirements of City Code in other 13 areas. She stated that the comments from staff and ARC were provided within the staff 14 report. She reviewed the current zoning (R-1 single-family rural) and proposed zoning 15 change (R-1 single-family urban), noting that the property is located within the MUSA. 16 17 City Planner Hanson reviewed the proposed access which would provide one access off 18 Constance Boulevard and another access through the Millers Woods development. Each 19 lot would be serviced by municipal sewer and water. She noted that originally 43 sewer 20 and water connection units were allocated to this property but upon further refining by 21 the engineering department, there are five additional connections that are available which 22 could create a total of 48 connections. 23 24 City Planner Hanson reviewed the proposed tree preservation plan. The approved 25 delineation reports for the wetlands on site were received today from the Coon Creek 26 Watershed District. She noted that an additional permit and review would be required by 27 the Watershed District through the platting process. She stated that the Park and 28 Recreation Commission will review the sketch plan to determine if there would be a park 29 desired in this area or whether the recommendation would be for cash in lieu of land. 30 31 City Planner Hanson reviewed the findings that would be required for a PUD and the 32 specific requirement variations that would be proposed for this development. She 33 provided details on the types of homes that are being considered for this development, 34 which would be a detached townhome product that would range in price from $325,000 35 to $475,000 per villa. She stated that the next step in the process would be dependent 36 upon the comments received from the Commission and City Council. 37 38 City Planner Hanson stated that she has spoken with a few homeowners in Millers Woods 39 and has received emails, which have been provided to the Commission and will be 40 entered into the public record. 41 42 Commissioner VanderLaan asked for details on the screening that would be required 43 along the County roads. She asked if the trees proposed to be saved on the preservation 44 plan would meet the screening requirements or whether additional plantings would be 45 required. Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 3 2 City Planner Hanson reviewed the screening requirements along County roads within 3 City Code. She stated that the recommendation for screening would be provided during 4 the preliminary plat stage. 5 6 Commissioner Sims referenced the common areas and asked how those areas would be 7 maintained if the HOA were to fail. 8 9 City Planner Hanson replied that the HOA would maintain those areas and she would 10 need to consult with staff about what happens if the HOA fails. 11 12 Motion by VanderLaan, seconded by Daninger, to open the public hearing at 7:21 p.m. 13 Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. 14 15 Rychel Gaustad, 512 Constance Boulevard, stated that she does not oppose development 16 of this site but is interested to know if the City has done an overall planning study of the 17 area. She stated that if there has been a study of the entire area, she would be curious to 18 know if traffic circulation was an element of that study. She asked how the neighboring 19 parcels would work together with the proposed plan. She referenced the existing access 20 points onto Constance Boulevard near this site that would be in addition to the proposed 21 access for this site and asked if there has been a thought to adding passing lanes on 22 Constance. She wanted to ensure that the entrance to the neighborhood would be well lit 23 for safety. She stated that she and her neighbors were hoping that eventually their 24 properties could be developed and would want to ask that the Council pipe a roadway 25 easement to the east to allow to future development opportunities. She asked if she 26 would be able to obtain the current high-water levels on the drainage and wetlands, along 27 with the normal water levels for the property. She was curious as to the amount of water 28 that would flow onto adjacent properties from this parcel/development. 29 30 Chairperson Koehler stated that there is a law which ensures that a development cannot 31 pass on more water post construction than exists under the current conditions. 32 33 Commissioner VanderLaan referenced the driveway for the property at 556 Constance 34 and wanted to ensure that the entrance to this proposed development would not encroach 35 on the private driveway for that property. 36 37 Jeremy Whittenburg, 15998 Norway Street, asked for additional details on the proposed 38 housing product. He referenced the tree separation shown between this development and 39 Millers Woods and felt that buffering would be important to maintaining the privacy 40 between the developments. 41 42 Dave Busak, 702 158th Avenue NW, stated that his concern is with traffic within the 43 Millers Woods development. He stated that the residents of that neighborhood have 44 expressed previous concern with the lack of trails and bikeways throughout the 45 development, noting the narrow street widths. He believed that additional traffic from Regular Andover Planning and Zoning Commission Meeting Minutes January 22, 2019 Page 4 1 the proposed development would come through Millers Woods. He asked if a bikeway 2 could be added through his development to provide additional safety for the residents and 3 children in that area. 4 5 Vicky Kroll, 15967 Olive Street, stated that she would ask that the developer consider not 6 providing a connection through Millers Woods. She stated that the residents of that 7 neighborhood have enjoyed its privacy and security as there is currently only one access 8 into the development. She stated that the residents in that development pay association 9 dues to maintain neighborhood amenities such as a pool, playground, and basketball court 10 for the neighborhood. She stated that if there is a road connection to the proposed 11 development from Constance, there would be additional traffic that would indicate the 12 privately maintained amenities are for public use. She noted that because of the narrow 13 streets there are safety concerns with the children in the neighborhood. 14 15 Nathan Fair, Landmark of Andover, LLC stated that they are a sister company of Hanson 16 Builders located on Hanson Boulevard. He stated that he is present to address any 17 concerns or questions of the Commission or residents. 18 19 Commissioner VanderLaan stated that there are two churches located across the street 20 from this property and asked if there has been any communication with those 21 organizations. 22 23 Mr. Fair replied that there has not been communication with those organizations. 24 25 Commissioner VanderLaan referenced the nearby cemetery and stated that it would 26 behoove the City, those with lots at the cemetery, and the developer to ensure that there 27 are no impacts to that property. 28 29 Mr. Fair stated that they would continue to work with staff as they continue with the 30 phase one reports. 31 32 Commissioner Daninger asked if there has been a ghost plat for the neighboring parcel. 33 A Mr. Fair replied that has crossed their minds but noted that the property to the east is not 35 included in the MUSA and therefore staff has not asked for a ghost plat. He stated that 36 the water information would be a part of the platting process but ensured the neighboring 37 property owner that this development would not add additional water onto neighboring 38 parcels. He stated that he would continue to work with staff and could share the 39 information with the neighboring property owner. 40 41 Commissioner Nemeth stated that he has read that this would create lifecycle housing for 42 those that are downsizing. He asked if the primary marketing would be aimed at those 43 near or at retirement age. 44 Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 5 1 Mr. Fair replied that there is a market for the empty nesters but stated that there is also a 2 market of younger individuals that do not want to have larger homes or families. He 3 confirmed that most marketing would be aimed at the typical Andover resident that is 4 looking to downsize and remain in the community. He stated that the neighborhood 5 would not be age restricted, but the product would lend itself to the empty nester market. 6 7 Chairperson Koehler referenced the resident comments that were made tonight regarding 8 trails; traffic, turn lanes, and connections to the south; HOA; and lighting. He recognized 9 that this is an early stage of the process and asked if the developer has any information to 10 share on those topics. 11 12 Mr. Fair stated that during a concept plan there are discussions with staff on connections 13 to the development. He explained that the entrance needs to be as far to the east as 14 possible to ensure the functionality of the Crosstown/Constance intersection. He stated 15 that they would be open to not connecting to the temporary cul-de-sacs in Millers Woods 16 but would leave that decision to the engineering department. He stated that they would 17 follow the standard lighting ordinance and confirmed that they would follow those 18 ordinances. He explained that a grand entrance would be created which would include a 19 lit monument. He noted that most of the residents would come into the grand entrance to 20 enter the development rather than driving through Millers Woods. He stated that they 21 would build standard road width throughout the development. He did not see any trails in 22 this development as there are not currently trails or sidewalks in the adjacent 23 development, therefore there would not be a connection. He stated that if there were 24 sidewalks in Millers Woods, they would be happy to provide sidewalks in their 25 development to provide connection. 26 27 Chairperson Koehler referenced the private HOA amenities in Millers Woods and asked 28 if there would be a plan to avoid unauthorized use. 29 30 Mr. Fair stated that they do a lot of private HOA parks in their development in other 31 communities and they control unauthorized use with signage. He stated that he did not 32 think there would be a lot of desire for those amenities from the target age of residents 33 that would be purchasing within his development. He stated that if the straight 34 conforming plat were chosen, they would propose to construct split level homes and 35 noted that the Andover market already has a surplus of that home product. He stated that 36 the site would also need to be clear cut in order to grade that site. He noted that it would 37 financially make sense to grade this site for split level homes. He explained that less 38 grading and importing of dirt would be needed for the villa product as most of those 39 homes would not have basements. 40 41 Commissioner VanderLaan asked how important it would be to preserve the line of trees 42 between this development and Millers Woods. She stated that as proposed the temporary 43 cul-de-sacs would be removed to connect to this development and was unsure how 44 important the extensive buffering would be to separate the neighborhoods or whether it 45 would be beneficial to integrate as they would both be urban developments. Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 6 2 Mr. Fair replied that he has not had conversations with the residents in Millers Woods but 3 based on his previous experience he would believe the residents in Millers Woods would 4 want the trees preserved. He noted that the trees would also add value to his 5 development, as residents in both neighborhoods would want to preserve their privacy. 6 7 Commissioner VanderLaan stated that the engineer's report states that the eyebrow 8 would be removed and asked if the developer would agree. 9 10 Mr. Fair stated that he would like input from the Commission. He noted that he would 11 prefer the eyebrow but understands that there is additional time for snowplowing and 12 would also be okay removing that element should the Commission desire that. 13 14 Commissioner Loehlein stated that he likes the eyebrow as it creates character on the 15 corner. 16 17 Commissioner Daninger stated that the Commission looks to staff and engineering for 18 guidance. He stated that he would be okay with it but would default to staff's opinion. 19 20 Commissioner Nemeth stated that this issue has come up in the past and the Commission 21 discussed removing the feature while the City Council chose to allow it. He stated that 22 he would not have a problem if there is not an issue with maintenance. 23 24 Commissioner Hudson stated that he lives in Millers Woods and asked if there is ability 25 to create a curve for the Norway extension which would create less hassle in the future. 26 He stated that if the cul-de-sacs are connected to the neighborhood, he would want to 27 ensure that speeds are controlled as it would be almost a straight shot from Constance 28 down Norway. He recognized that the residents from the proposed development may not 29 travel through Millers Woods, but the Millers Woods residents would most likely go 30 through the new neighborhood to access Constance. 31 32 Mr. Fair stated that he would take those comments and determine if there would be a 33 method to slow traffic but noted that there would be restrictions based on the trees that 34 would be saved. He stated that if the direction from the Council and staff would be for 35 more narrow roads, he could decrease the road width in that area. 36 37 Commissioner Hudson stated that perhaps there could be communication with the Millers 38 Woods HOA to determine if there could be similarities between the two organizations to 39 provide continuity. 40 41 Mr. Fair confirmed that it would be a similar HOA as the buyer is typically downsizing 42 from a $600,000 home and therefore want it to be a high-quality neighborhood. 43 Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 7 1 Commissioner Loehlein stated that he had similar comments about Norway, in attempt to 2 deter that from being a straightaway. He referenced the connection to lifecycle housing 3 and believed that this product would provide a great addition to the market for Andover. 4 5 Rychel Gaustad, 512 Constance Boulevard, asked if it would be possible to provide an 6 access to her property, like the temporary cul-de-sacs in Millers Woods, which would 7 provide a connect to the properties to the east. She explained that would alleviate 8 additional traffic concerns in the future when the properties to the east develop to provide 9 connection to that future development. 10 11 Jeremy Whittenburg, 15998 Norway Street, stated that he feels it is very important to 12 have the tree coverage between Millers Woods and this proposed development. 13 14 Commissioner Daninger stated that the trees between the developments are desired by 15 both developments. 16 17 Breanna Serakos, 15995 Norway Street, stated that she would be directly impacted from 18 this development. She acknowledged that when she purchased the property, she was 19 aware of the development possibilities of the adjacent property. She was concerned with 20 the safety of her children if the traffic volumes and speeds increase as it travels by her 21 property. She stated that one of her children has disabilities and she would ask for ADA 22 compliance within Millers Woods, as they have no current access to sidewalks or trails. 23 She stated that she has expressed concerns and requests to the City for the past five years 24 with gaining ADA compliance within Millers Woods. She was afraid that opening 25 Norway Street would take away the safety that her family currently enjoys. 26 27 Chairperson Koehler asked that Ms. Serakos also express her concerns through an email 28 as well and submit that to staff. 29 30 Ms. Serakos acknowledged that the concern would not be with the traffic from the 31 proposed development but with the traffic coming off Constance and down the 32 straightaway into Millers Woods. 33 34 Vicky Kroll, 15967 Olive Street, stated that Millers Woods currently has one entrance 35 and asked if the City ordinance requires additional access points. 36 37 Chairperson Koehler stated that City staff will provide additional input. He noted that 38 personally he would prefer more than one entrance into his neighborhood. He explained 39 that if a tree were to fall across the one entrance, he would want to have additional 40 options to enter and exit his development. 41 42 Nick Mulvey, 752 158Th Avenue NW, asked the square footage proposed for the home 43 product. He asked if there would be a way to abut cul-de-sacs on each of the 44 developments which would allow for future connection if it is determined to be needed. Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 8 1 He stated that if the connections are needed, could there possibly be speed bumps to slow 2 the speed of traffic. 3 4 Derek Johnson, 15893 Olive Street, asked if the developer would maintain irrigation lines 5 and sod if the temporary cul-de-sacs are removed. 6 7 Nathan Fair, Landmark of Andover LLC, stated that the product would range in size from 8 1,500 square feet to 3,200 square feet. He explained that the one level homes would be 9 on the smaller range while the homes with basements would have larger square footage. 10 He explained the escrow fund that would be held to ensure that the sod and irrigation is 11 maintained when a temporary cul-de-sac is removed. 12 13 Commissioner Nemeth referenced a memorandum from staff and received confirmation 14 that the developer would be addressing those comments. 15 16 Motion by Loehlein, seconded by Nemeth, to close the public hearing at 8:19 p.m. 17 Motion carried on a 7 -ayes, 0 -nays, 0 -absent vote. 18 19 Commissioner Daninger summarized the issues that were brought forward regarding 20 street size and traffic. He stated that lot width was not mentioned but perhaps input 21 would be desired on that. 22 23 Chairperson Koehler stated that once 41 lots are reached, the developer could clear cut 24 the lot and develop under normal standards. 25 26 Commissioner Daninger stated that under R-4 development, the lot could be clear cut and 27 regular development would occur. He confirmed that under the PUD the trees would be 28 preserved, and more than 41 lots would be created. He stated that perhaps lot width is 29 slightly increased, and one lot is removed to provide the potential for a future connection 30 to the east and perhaps a park area as the Millers Woods park is not available to this 31 neighborhood. 32 33 Commissioner VanderLaan referenced the additional five sewer and water connections 34 that are available and asked if that availability would extend past this area. 35 36 City Planner Hanson replied that the MUSA does not extend pass this property and 37 therefore the connections would not be available to adjacent properties. 38 39 Commissioner Loehlein stated that he would support the density as proposed in the 40 sketch plan. He asked for staff input on a potential stub to the property to the east, as that 41 could increase traffic flow if there is development to the east. He stated that perhaps a 42 four-way stop on Norway could also be created which could calm traffic. 43 44 City Planner Hanson stated that she can bring those comments to engineering. 45 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 Regular Andover Planning and Zoning Commission Meeting Minutes —January 22, 2019 Page 9 Chairperson Koehler asked for staff input on the number of access points into a neighborhood. City Planner Hanson replied that emergency services prefer more than one entrance into a development. She stated that it may not be an issue of ordinance but perhaps policy. She noted that public works also prefers additional connections. Chairperson Koehler stated that there are signs posted at the entrance to Millers Woods stating that there is no exit for the neighborhood. He asked and received confirmation that there are also signs in the cul-de-sacs which explain that the cul-de-sacs are temporary and there would be future road connections. He stated that he is not concerned with the number of lots and summarized the issues that may need consideration including a possible connection to the east, whether a park in this area would be desired/needed, and road width. He stated that although the applicant is willing to increase road width to match City standard, more narrow roads can slow traffic and perhaps the road width be matched to the widths in Millers Woods. Commissioner Nemeth asked if there could be additional properties added into the MUSA. City Planner Hanson explained the MUSA would only change if an amendment to the Comprehensive Plan is changed or whether additional capacity is gained. Commissioner Nemeth stated that perhaps Norway could be shifted to the west in attempt to slow traffic. He acknowledged that narrowing the road width or adding additional curves could also slow traffic. Chairperson Koehler stated that narrowing the road could allow for a bikeway/trail along the side which would allow for pedestrian traffic. He thanked everyone for the input tonight and encouraged residents to provide additional input to City staff. City Planner Hanson stated that this item would be before the Council at the February 19, 2019 City Council meeting and before the Parks and Recreation Commission at their February 7, 2019 meeting. OTHER BUSINESS City Planner Hanson updated the Planning Commission on related items. Commissioner Nemeth noted that under Agenda Item three, he forgot to mention that Commissioner Daninger was appointed as Vice -Chair. ADJOURNMENT Regular Andover City Council Meeting Minutes —February 19, 2019 Page 4 Richard MacGlover addressed the City Council a second time and clarified he does run ai excavating business from his farm. He stated he is well known in the community and has put ii many foundations around the City. He asked what the load limit will be once the street is done Mr. Berkowitz stated it will be 10 tons year-round. Motion by Holthus, Seconded by Knight, to close the public hearing at 7:46 p.m. Motion carries unanimously. Mayor Trude addressed the public in attendance and those watching the video, stating if anyone has questions or a preference on whether they should offer a 10 -year option to pay the assessment or an 8 -year option, they should contact City staff and state what they would like to see happen. Mr. Berkowitz stated a letter will go out over the next few months with staff contact information on it as well so people will have that soon. Councilmember Holthus asked if they will know who the contractor will be so people may contact them for repairing their driveways at a discounted price while they are in the neighborhood doing the street work. Mr. Berkowitz stated if the company can accommodate and is willing to do that, residents could certainly get that information once the time comes. Motion by Holthus, Seconded by Bukkila, to adopt Resolution No. R019-19, ordering the improvement Proj ect No. 18-3 8, University Avenue NW Reconstruction and directing preparation of final plans and specifications. Motion carried unanimously. SKETCH PLAN/CONDITIONAL USE PERMIT (CUP)/PL 4NNED UNIT DEVELOPMENT LLC Community Development Director Janish reviewed the staff report with the Council. He presented the sketch plan for a single-family Planned Unit Development (PUD) residential development known as The Villas at Crosstown Woods, noting the applicant submitted a narrative of the proposed PUD. Mr. Janish reviewed the comments received by the public. He stated the Council is asked to review public and Planning and Zoning Commission comments, discuss the sketch plan, and informally advise the applicant on adjustments to the proposed sketch plan/PUD. Councilmember Bukkila asked what staff recommendation is on the corner (eyebrow) on the plan. Mr. Berkowitz stated as in the past, the City is not in favor of them because they add more work for City workers and are dangerous. Mayor Trude asked what their opinion is regarding the narrow streets. Mr. Berkowitz stated it comes down to what the fire department requirements are. U) .4? �a) C � O N C(:6 C 2 IL LL �U �U Y U) Regular Andover City Council Meeting Minutes — February 19, 2019 1 Page 5 Mayor Trude stated she likes the stone materials on the images provided, noted it adds something nice to the aesthetics. Councilmember Bukkila stated she likes the houses but would like to see more color on them instead of the same colors just opposite positioning on every other house. Councihnember Barthel stated there are three things he is not in favor of. the eyebrow because it is hard on plow trucks and very dangerous because people go extra fast around them and people allow children to play in them; he would like to see the streets wider; and, it seems the City is bending on every regulation they have to accommodate this plan and he isn't convinced the City is getting much in return. He noted the villas should be maintained by an association since they will be connected to the other development, which is maintained by an association. He stated there should be some walking trails around the ponds and the development, and a gathering area for residents. Nathan Fair, Landmark of Andover LLC, addressed the City Council as a representative for the applicant. He stated they haven't chosen a builder yet and noted what he has heard from the City Council tonight differs greatly from the Planning and Zoning Commission and resident feedback, which is what helped drive their current plan. He stated he understands the City Council's desires for high-end fmishings and added amenities but stated if they do that to the extent the Council is indicating, they will not be able to sell any units, the project will go under, and the villas will be left vacant and bankrupt. Mr. Fair stated the overall costs will go back on the owners. They are receptive to the fact that the sale price for these units should be around $300,000 - $400,000 if they plan to sell them. Mr. Dickinson stated what is needed from the City Council tonight is some direction on what they think of the villa concept, the tree preservation in the plan, connections to the other development, and the amenities. He stated those are the overall items the Council needs to provide direction on, so the developer can then draft a new version and present that to the City Council for review. The Council consensus was not to connect to the development to the east. Mayor Trude stated she liked the plan with the loop road. Councilmember Holthus agreed with Mayor Trude. Mr. Berkowitz stated he wanted to make it very clear that any developer is going to have a hard time preserving trees in the area because the storm water determines where the trees can stay and survive. Councilmember Barthel asked about a potential access to Crosstown Boulevard, noting most traffic from the development would likely use Crosstown Boulevard when exiting. Mr. Berkowitz answered he didn't think an access to Crosstown Boulevard would be safe and likely would not meet spacing guidelines. m Regular Andover City Council Meeting Minutes —February 19, 2019 Page 6 Councilmember Knight asked if the villa product is viable. Mr. Dickinson responded one -level villas are one of the most requested items he gets from people in the community and noted it will be a good change. Mayor Trude expressed support for the villa product and the association maintenance. Mr. Fair responded most villa associations take care of snow removal and mowing. The individual structure responsibility remains with the homeowner. Mr. Janish asked if the Council supported the additional unit allocation. Councilmember Bukkila said it depends on the quality of the final product. Mayor Trude indicated she would be looking for nice landscaping. Mr. Dickinson asked the Council about the architectural mix of the villas and what the Council would support, in particular the slab on grade aspect. Mr. Fair stated the villa concept proposed fits the topography of the property. Anon -PUD proposal would be split-level homes. Councilmember Bukkila stated the Council would want more commitment to standards. The PUD proposals say "may" have brick, she wants that to say "shall'. PLAT— WINSL0W COVE SECOND ADDITION - LENNAR Mr. Janish eviewed the staff report with the Council. He presented the final plat of Winslow Cove Second Additilonwhich creates 50 single-family lots, noting that during discussion for Winslow Cove, the future c ection of Xeon Street NW and 157"' Lane NW was discussed. At that time, it was determined a coection will need to be made during the future phases of the development. As part of the platting p cess of Winslow Cove, a permanent right-of-way easement was dedicated to the southern side 150a' Lane NW. He explained the developer is responsible to construct Xeon Street NW to the s ern border of the Winslow Cove Second Addition plat. Motion by Knight, Seconded by Holthusjo, Plat of Winslow Cove 2nd Addition. Motion SCHEDULE EDA MEETING Resolution No. R020-19, Approving the Final i unanimously. Mr. Dickinson requested the Council schedule an EDA Meetmn to discuss topics as detailed in the staff report. N\ The Council discussed the draft agenda and available dates. •ti Motion by Bukkila, Seconded by Barthel, to schedule an EDA Meeting on'March 19, 2019, at Villas at Crosstown Woods > C Andover, Minnesota M Z Landmark Development of Minnesota, LLC a July 15, 2019 Revised July 19, 2019 Civil Engineer: Sathre-Bergquist, Inc. RECEIVED 150 South Broadway JUL 19 2019 Wayzata, Minnesota 55391 CITY OF ANDOVER To: City of Andover City Staff, Planning Commission, and City Council From: Nathan Fair, Villas at Crosstown Woods, LLC Re: Villas at Crosstown Woods: PUD (R-4) narrative July 19, 2019 Thank you for taking the time to review the re -zoning, preliminary plat and PUD for Villas at Crosstown Woods. The Property The property consists of close to 20 acres located in the southeast quadrant of the Constance Boulevard and Crosstown Boulevard intersection. The site contains one home site and is gently rolling with wetlands and existing woodlands. There are single family residential neighborhoods to the west and south. Undeveloped rural parcels are located to the north and east. Comprehensive Plan The draft comprehensive plan designates this property as Transitional Residential. This district allows subdivisions smaller than 2.5 acre lots when the property is served by municipal utilities. This proposal is about 2.4 units/acre falling in line with the standard low density residential districts. Zoning The property is currently zoned R-1 Single Family -Rural which requires 2.5 acre minimum lot sizes. With the comp plan designation of Transitional Residential along with the availability of public utility services, the property becomes a good candidate for a rezoning to PUD (R-4). The properties to the south and west are zoned for R-4. With a re -zoning to a PUD, we are able to provide a better design to suit the current market conditions and create two different life -cycle housing options while maintaining cohesiveness with the existing R-4 neighborhoods to the south and west. Through the use of traditional R4 zoning, the site would support 41 single family lots with no open space and potentially little to no tree preservation. We are requesting an R4 PUD allowing for 48 lots (12 single family, 36 Villa style homes) and setting aside open space and allowing for tree preservation through the use of a cluster style design. Circulation This proposal provides for an overall improved neighborhood access by connecting to two existing stub streets to the south and providing an access onto Constance Boulevard. We are proposing interior 60' public right-of-ways with 33' wide streets. These streets will be wider than the existing roads we are connecting to the south requiring a transition. 2 Homes There are two distinct home products that are proposed. The first are 12 larger style lots that are more typical of the traditional single family homes with lots ranging in size from around 11,000 sf to close to 22,000 sf. These homes generally attract the move up buyer with a family. The second type of home being proposed is a villa style on 36 lots. These homes typically attract an empty nester demographic (although these will not be age restricted). These lots range from close to 7,000 sf to over 23,000 sf in area. These homes will have several different exterior models offered as choices and will also have an HOA in place to take care of exterior maintenance including lawns and snow removal. These villas will be completed with decks and/or patios. PUD We are requesting a re -zoning to a PUD (R-4). There is some flexibility we are requesting and in return we will provide a lower impact development minimizing tree removal and designing better circulation for the area while providing two life -cycle housing options. This will create a new neighborhood that is not only aesthetically attractive but it is also in line with today's market demands. The following is a table of requirements versus proposed standards: Lot Size and Front Setback Flexibility We are requesting some of the bulk standards be reduced such as lot area and width. it is typical to reduce not only the lot size but also the setbacks when employing the use of cluster design techniques essentially pulling the buildings closer to the infrastructure. We are requesting a 25' front setback on the single family homes which is becoming the normal setback across the metro. More significantly, we are requesting a 16.5' front setback for the villa homes. This setback with the additional boulevard length will still 3 R1 R4 PUD Villa PUD SF Lot Width 300' 80' 53' 70' Lot Depth 150' 130' 115' 135' Lot Area 2.5 acres 11,400 sf 6,800 sf 11,000 sf Front Setback 40' 35' 16.5' 25' Side Setback 10' 10' 6.5' 6.5' Side Corner SB 40' 35' 20' 20' Rear Yard 50' 30' 30' 30' Buildable Depth 110' 110' 90-100 110 Double Frontage Lot Depth 160' 140' 134' NA Street Width 33' 33' 33' 33' Lot Size and Front Setback Flexibility We are requesting some of the bulk standards be reduced such as lot area and width. it is typical to reduce not only the lot size but also the setbacks when employing the use of cluster design techniques essentially pulling the buildings closer to the infrastructure. We are requesting a 25' front setback on the single family homes which is becoming the normal setback across the metro. More significantly, we are requesting a 16.5' front setback for the villa homes. This setback with the additional boulevard length will still 3 allow for a car to be parked in the driveway while affording the benefits of the cluster design by reducing impervious surface, enlarging back yards and buffers, and allowing more space from the homes to sensitive areas such as saved woodlands and wetlands. The reduced front yard setback allows houses and garages closer to the street and increases the rear yard area consistent to other Villa projects built by Landmark Side Yard Setback Flexibility Another setback reduction being requested is the side yard of both home types. Reduced side yards are also necessary when employing cluster style developments. The structures are clustered together closer than they would be with standard zoning in order to achieve the benefits of cluster development as listed previously. We are requesting the side yard setback be reduced to 6.5'. This equates to 13' between structures. The current ordinance requires 10' living space, 6' garage for a total of 16' between structures. We are only requesting a 3' total reduction between structures. 110' Buildable Depth Flexibility We are also requesting flexibility for the City's 110 foot buildable depth requirement for the villa style homes. Since these homes are constructed as a complete package with the deck/patio included and finished landscaping on each lot, it is not necessary to provide for extra depth for future accessory uses. The cluster style design employs a reduced front yard setback which also give added space to the rear yards. The HOA covenants will not allow for accessory buildings or pools on the villa lots so additional space will not be necessary. Double Frontage Lots We are asking for a reduction in overall lot depth on the double frontage villa lots because of the reduced front yard setbacks employed with this cluster design development. We will not need the same depth for double frontage with the reduced bulk standards. PUD Design Qualities In exchange for the PUD flexibility being requested, there are several PUD design qualities that will be met with this development: 1. Achieves efficiency in infrastructure design through the use of cluster design techniques which allows for woodland and open space preservation. There will be a trail easement dedicated for access to Crosstown Boulevard. 2. Safe access for vehicles and pedestrians with the proposed wider standard street. While it is not anticipated that substantial traffic volumes will be generated here, 4 this application is proposing a walkable, pedestrian friendly neighborhood with neighborhood gathering encouraged through the use of wider, pedestrian friendly streets and homes clustered closer to streets. Outlot A may also encourage neighborhood gathering. Outlot A will be deeded to the HOA and future improvements to this Outlot could include neighborhood gardens, firepit or bench area overlooking pond. 3. Through the use of the PUD we are able to provide buffers of existing vegetation along the perimeter. The northwest corner of the site will have a stand of trees preserved providing a visual screen for the intersection of Constance and Crosstown. There will also be a significant stand of trees preserved along the south property line providing a wooded open space buffer between this proposal and the existing Millers Woods. This saved woodland along the south will be protected through the use of a conservation easement, ensuring protection from any unnecessary future removal. 4. As mentioned above, there will be two stands of trees that we have worked hard through planning and engineering to preserve. One of the ways that this is made possible is through the use of reduced setbacks. 5. We are proposing landscape treatments over and above what would be required by ordinance. Providing 2 trees per lot there would be a requirement of 92 trees. We are proposing 159 trees. We are also oversizing the trees from the minimum requirement. The overstory trees will be a minimum of 2" caliper. Many of these proposed trees will be used to create a buffer along Constance and Crosstown Boulevards. We have selected a variety of trees that are hardy and will create ample screening in the buffer areas and interest along the streetscape. 6. As part of the landscaping, there will be a custom designed monument with a large planting bed featured near the northeast entrance. It is also anticipated that the cluster mailboxes will be will be attractive additions to the streetscape in conjunction with the boulevard trees. Landscape Exhibit attached 7. Even though these lots are a reduction in size from standard R-4 lots, these homes will be created with the highest quality architecture using high quality building materials providing homes at least in line with the existing home values in the area. Exhibits attached of colored renderings for Villas and Single-family homes. 8. There will bean HOA for the villa homes and Outlot A ensuring uniformity in maintenance and exterior aesthetic. Outlot A could encourage neighborhood gathering, 5 Timing We are anticipating the first phase of development (the east half) will begin the middle of August 2019 with completion of street and utility work by mid-November 2019. We appreciate your time in reviewing our application. We look forward to working with the City of Andover as we move forward in the application process. We are confident that we will create a new neighborhood with two distinct life -cycle housing choices we can all be proud of. SEE SHEET L1 FOR TREE PLAN PLANTINGS AROUND UM MENT TO BE A MIX OF SHRUBS AND PFRENNALS MONUMENT PIAN71NO BED TO BE AMENDED WlH ODMPOST/KM7NG SGL TD A DEPTH OF e MACK LANDSCAPE GRADE VPM EDGER TO BE USED BEiNEEH PLANTING BED AND SOD PI*NEERmm,H,F i0.iHP1 A1.VYi� yAjj� P@d?".f➢ q ;=:wy s:a 'nuxe NL r 2 so zo° ��-- sroaevaio �e w�cvE�..� W BLK r:J7�- %!N4 I' ttlP -.r I � 3.p i y�MJe I^ ������xxc,AAT�irroN 102°GIGN LENGTH' ^ I� �•N�x�'�ItNT caNTlzocT62 LL5_T r�G6�- 6 fi0'2V E4 IX:pVA ARKl IX.1 EIIL�M)L6n11 !E!0'.V"6 N V�`P5'GE IBpE dF®WS CO _PGPf4Ee1.1L4l 4 ENI54 -v0.S. 191a'C ..P.E Cay, (FJSE � 6PeM fiAY'-iL61I fi'P� 9i W.e%OM1 — __ iGN e`O P4Y MOVRA.wONE51G1i e' � .VAIL4 bNe1195 ENTRY MONUMENT �� =m.�;�r LWLYRIdLOGZ�NC LANDSCAPE NOTES VillasOfRoshCroe kTrail, com MAINFLOOR LIVING VILLA LIFESTYLE ASSOCIATION MAINTAINED 59 HOMESITI MAINTENANCE -FREE LIVING AT ITS FINEST Love Where You Live! 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A , ON ULLJ nE 101 Vail Floorplan Our Vail design offers 4,442 spacious square feet with gourmet kitchen with a Costco sized pantry, formal dining space, a beatuiful 2 -story great room, a Minnesota mudroom, five beds, five baths, and more! Make it a Vail Sport to enjoy hours of fun in the indoor sports zone! Main Level * 2 -Story Great Room ■ Costco Sized Pantry ■ Formal Dining Room ■ "Minnesota Mudroom" 5 5 33 *W 1=1 4,442 Finished SQ. FT. Upper Level r. Owner's Suite with Tile Shower s Soaker Tub is His & Hers Walk-in Closet m Pass-through Laundry Lower Level * Finished Basement * 5th Bedroom with 3/4 Bath * Flex Room 1 1 �� � i w,�lu r.. Architectural Elevations of Homes in White Pine Wilderness 4th Addition -� — SAVED EXISTIN TREES i' o "j a ff":• •-r as r-,.: _:: yii s' -m s : ..., �•�_...� si�ririr;�::�"� °i'`a mss:: i!� u�i --� �-= v�iu�u �Fii fBi� ��►s � r MqP tial ��.- �.I�• °: o— Cn -- —1 _ (' WETLANDTI — — .— I , — — POND � I I i II ---I L LANDSCAPE NOTES jj —. =i:1" WE LAND it— POND RECEIVED 7 JUL 101J19 J I CITY OF ANDOVER — — PLANTIN, ME-OULE ' -'---- KLi' COMMGN V+i:' ., x>M w�r C, Nn To..0A.w «M Tdu rwTIME E.«mNo nd. OVERSTORY TREES 1.m TO .m«T .A3 A eioTm d,. - T ! rwn x N,TALTII mAL,,onA 1[ ..+ou..[ ,.wrzo m -mCaD nN.9GE sT,IT TAT ,T LANDSCAPE REQUIREMENTSSUGAR MAPLE/AGER SACCHARINUM 2" Bae IO Al R 11 rnO ,{AlTAT. m ti. E,asn.a .nuT. MINIMUM OF 2 TREES PER LOT OR ONE TREE PER 50' OF LOT FRONTAGE. �`� REAP o ,x. Fw[. NO. ..An ,AT E'$TATILI AP It cI WHICHEVER IS GREATER. ' u TM ur. f - 5 HACKBERRY/CELT15 OCCIDENTALIS 2" Bd� b DECIDUOUS TREE PLANTING DETAIL n`"°"T'""AxT—ATIE° TOTAL LOTS — 46 LOTS (46.2-92 TREES) L.-•�j HONEYLOCUST/GLEOITSIA TRIACANTHO$ VAR. INTERNI$ z" Bae Iz y GAA— Ta . 1—. .. aTMus Tw OO, aw Ino A.. . 0 I ; ,• rzR Ta uTti[ nwn A.I xG 1.1,.Ana...,.,...;TA44m nxn s,o,m AND easmm,.ne« Al.pax .a.«rso N I TOTAL ROW FRONTAGE: 3,720 LF PROPOSE 74 TR REWIRED TREES = 92 TREES „m [,IN mac^ ALL w. ,AL11.1..,uxu N La wwcw PROPOSED TREES = 159 TREES i NORTHERN PIN OAK/WERCUS ELL1PSgDAUS 2" Bae 11 .� I\ /" ,«...naN..Amwc ws, : s,Awum 1. ».wan. smC. J vn.uN c .uuwc. a, .,«„ u. w ...N .,mN r w,rs •`• v,TA.cv .Am[A. I . ,. .w,..: d v,.rz u.T e«. «o „* � � ,!i pF� `rz m a rn°e" N D` c°",A"[ ""'" w ,,. SENTRY UNDEN/TIUA AMERICANA 'SENTRY 2" Bae coe.:aneAuru o[w.w> ,w LL If" „us s",,. +..T x :,..[o. w, �"[ ..wu .r- LAII sac. «sI.LL wA.0 M wn, m -E a ., rs n...eu,. ,O w,...«m T. w KENTUCKY COFFEETREE/GYMNOADU$ OIgCVS 2" Bae B waw.«.uNNNO Fti sN.EnoEo M.ANDs<.n.-T«wwmAr,T[Ea WN ,... xaC +TM B.aW rV0 ttA p}ypI rud KI nw, wTFFKS Au [[ AO(Fp IW er IX:e.Otx RaLL R 49(, . U4Dl vr5 MEI. /'� AR[«aCT,r[cerrs M rd..o raCT .N nw.,-AT-Al'roL } RIVER BIRCH ETULA NIGRA 2" Bae 18 BUFFER PLANTINGS IAIfR p wl=SIXS s rvf,m s A mv'ROAxc. rfiEM M wYB[R N wM SUr, d M A.L. ua- m F rc M nwT .11 r r TNT ,uxz+ vq., d w Au ,rt It. nrO wmzdw o,[ rnnxn �.r. :rcN IRONWDOO/OSTRYA NRGINIANA 2" Bae 7 wv r.o,Tr1 rsI _ "'"��U �"'c"'^" wTso«..,.. '".•,M..N. M'Am—CTI4,. a,rWvr a..TTIl awwwM- mra wMT.1i". SWAMP WHITE BICOLOR OAK QUERCUS [wowAC d.n a.r uw ru,m. >N,LL u m>�+,.:: ran wnD / 2" Rae 8 WEST SIDE BUFFER TI, ,.j[ nmmo ,n ALF LTv m.0 .n.R a nAuur rn nT an r«,vG R M n.xnxc mu,nd Ar -. -.- U _5 50 100 w«nN,.—m,r ",,,D` BLACK HILLS SPRUCE/PICEA GLAUCA VAR. DENSATA 6' B&B 42 TTI TOR a�Au L.1 IA1.1.0 wrsT.x[c. ALL .>r,w A. arm .Cmg I Immo M arz -- — GRAPHIC SCALE IN FEET DrnE .ry�M.[� .. nm owAa m wsv,c .,cuums dl . REx1..1[D ., xe cw, ..�iC.n IAII.. r IT - r.: •-[ .N«.. amm,s,.E 1. Ow, 0071 ., APm ic..r 1.1 rn..rc' ANn rwn j NORWAY SPRUCE/PICEA ABIES fi B&B 27 w.mN.c 'IT. . PI*NEERe► _ n� - - - m v,ro:im a-.rz mLL rwr a .,wlm. ® JAPANESE TREE ULAC YRINGA RE11CULATA CLUMP 'neeri I /S (CLUMP) 6-8' Ba® 3 li AT MONUMENT � ava rrcwvms uxDrux.rie [awvuR>,nm zwnmc 161116e1.1914 �[-`M a'°ry'n'T m's W'x'u a'[o1'°n q' N®, aN.ieiun. 2422 M.nd .eTprice Dri.e m. dimr..P«.i,im [vUrN1 °" '-10.14 LANDMARK DEVELOPMENT Mend du HpnwDMN.53120 Fu: eat -vase �I,W,AIAA I ..,,�[�,1i�,;,�„ rmn��«�mrn�Tnn nT LANDSCAPE PLAN VQALAS AT CROSSTOWN WOODS www.pzoceereog.com ,rm. a. u,«..ra. sr...rw„�.r. x[.. nm. a�aT ,..N.. T.ia1« OF MINNESOTA. LLC LI OF ar„ ar ANDOVER, MINNESOTA I u I 0 I I —I . I . MENT SEE SHEET Ll FOR TREE PLAN NTING BED PLANTINGS AROUND MONUMENT TO BE A MIX OF SHRUBS AND PERENNIALS MONUMENT PLANTING BED TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" BLACK LANDSCAPE GRADE VINYL EDGER TO BE USED BETWEEN PLANTING BED AND SOD PISNEERenonemming 2422 Emtrpise Drive (650681-1914 MffAma Heights. NM 55120 F. 681.94x8 1 c w1915mvP mm" Epp� WON BY W-ftlER, 60 vu ES AVALAOLM 7--= OMN l6oT=w=Lw" 5d' CAP MABONRY 3'=E X I'DEEP ei L wo 51 &DC0 JK= STOW 3r ,RADE 74 2 0' 8 0 POLIRED 074c A)LCT" 120 NNN -I Or SIGN LENGTH -Vqxvsr PLLAQ-5 jC-- MAN UMMTOME CAP ly_A)Lb CONJZACTOIZ U -)T TO- OF clo4c. To z VENNffR : . EXCAVATOR. AF40 WAYAW, 16NW"e 10 BE BROOM® IWTONE LEDGE P"M 0416 - KOPP CONCRETE 0-363--!° Rk*. mAWNRY SLOG( STONE OTONE CAP, I 5AbE) - SCOTT STREETER 6Wd O"l - WiN AND CRANE PRO/DER - 30 DMB41ON $TONEW U3.2446 ENTRY N40NLIAENT - -y124vruAKww&uLvcQ_t'w LANDSCAPE NOTES $N.- I A'— 1_ I 'T.1 ..R I IDAK DN. uhry d5 p MF MDLCr 9R YM R CN N,L K ft�. ISII `NEDK� . . . NN S' E.I. 'D�`DEi yID.D IE .1.1.1 1',­ N� P,� WI�Rll, SNx NSTN,�S SPIDIN4 IND �'­C�� -IS BEEN COMPLE" 1 11 .NIIININ PLAP.' UATRIAL SNAL, u E. ­ STDAPCS '�ND N 'NE INDPOIN to'EALN IN INUIND ""K IS eE S' 1, N., RECEIVED JUL 16 298 CITY OF ANDOVE w —_125'- CONSTANCE BLVD. NW _-- _...- 180' 300' . STOP BAR -__ SHEET INDEX TABLE NO. SHEET V13 i m 1 1 f 12 Title Sheet 2 SP r 3 A ALTA Survey �i V19 RP 1 FAC OR A —. 6.8 9 Preliminary Street Plan _. _ - _ ,_. 1my _00N) it Z 10 SS Preliminary Storm Sewer Plan_ 1-12 ((Mns 1 1S V18 I Erosion Control Plan 14 f V16 1 Wetland Impact Plan ..—_ CRY PROJECT NO. Lal NY -e Enl sl FILE NO. VCT - TI 01 ERJ 06/12/19 CCWD COMMENT REVISIONS - Fyfin 13Dnlmm •. rPN 1,b6 1 10 Py Yry ! V25 Y 1 V26 V27 1 ! 1 I V2S I 1 V29 1 I V30 I I I V31 I I V32 I t V33 I I V34 t V35 ! VaS vsM• SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE�ERGOUIST, NC. OF ALL RESPONSIBILITY. 1 I g - P `-=+1� -� N- SATHRE-BERGQUIST, INC. ANDOVER, '� 1 1 1 1 I I I t 150 SOUTH BROADWAY WAYZATA, MN. 55391 (9S2)Q6a000 ! I I ! , i i - —SATHRE-BERGOUIST, RSM DATE INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING P.E. eP �h MINNESOTA VILLAS AT CROSSTOWN WOODS \'V23 ROBCRT 5. MOLSTAD, r� eS PLS TI OSR9I19 Dale: N0.=le"<-8 I 1EOTHLN.NW— - _ 180TH _—_ LN. IYW •• - P O V ' I tin [ 1 V12 ,! V11 f I V10 I I 1 11 ! 1 1 1 I f 11 V2 ! I V1 .T 1 121 ! '! V9 ' dtl Vi f i VIS 1 1 VS I I V4 1 1 V3 1 1 I I is V20 I MALBOXCLUSTER MaBYo INSTANCE BLVD. NW p �. POND — NWL-e905 I YR'N930 BWA 1. YR ,.,R'= -1"t° MILLER WOODS �— ---- —� -- - T 14TH r > f' \\ _' �— , ,I pELrovEcosa /,��� / _j I j L "- 1 —-- RE _ BEGIN Cab- YN 0R=AY I I!I / \ �t� - -- OUTLOT III III / / MILLE�OODS �"oveCas"= RESTORE YARD - eke — -�'I_ / 4TWADDITION �,wD DRrn•:wAT pEaNcw MILLER WOODS LOCATION MAP I� �d Constance d SITE qqj 59tH •^ Imo. P MMI- ___ ___ N 1 6L�IfI K d 1'AM IVE. KP— I%NN 6twI N.S. 3 • ISem AVE• Ka. •t - MIP `^ ISSM r1VE.a tt . UY SHEET INDEX TABLE NO. SHEET V13 i m 1 1 f 12 Title Sheet 2 SP r 3 A ALTA Survey �i V19 RP Removal Plan FAC OR A —. 6.8 9 Preliminary Street Plan _. _ - _ ,_. 1my _00N) it Z 10 SS Preliminary Storm Sewer Plan_ 1-12 ((Mns 1 1S V18 I Erosion Control Plan 14 f V16 1 Wetland Impact Plan ..—_ CRY PROJECT NO. Lal NY -e Enl sl FILE NO. VCT - TI 01 ERJ 06/12/19 CCWD COMMENT REVISIONS - Fyfin 13Dnlmm •. rPN 1,b6 1 10 j�'Ns S,q 1914 V17 e DOf 016 1 •� 1 1 1 RHb RreE - b X' IO X �CmMaam BM) CITY OF ANDOVER ��� - _DFUVWN KN 03 ERJ 0]/15/19 STORMWATER REVISIONS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE�ERGOUIST, NC. OF ALL RESPONSIBILITY. 1 I g - P `-=+1� -� N- SATHRE-BERGQUIST, INC. ANDOVER, '� TI 9 1 - - r -.� 150 SOUTH BROADWAY WAYZATA, MN. 55391 (9S2)Q6a000 ! I I ! , i i MALBOXCLUSTER MaBYo INSTANCE BLVD. NW p �. POND — NWL-e905 I YR'N930 BWA 1. YR ,.,R'= -1"t° MILLER WOODS �— ---- —� -- - T 14TH r > f' \\ _' �— , ,I pELrovEcosa /,��� / _j I j L "- 1 —-- RE _ BEGIN Cab- YN 0R=AY I I!I / \ �t� - -- OUTLOT III III / / MILLE�OODS �"oveCas"= RESTORE YARD - eke — -�'I_ / 4TWADDITION �,wD DRrn•:wAT pEaNcw MILLER WOODS LOCATION MAP I� �d Constance d SITE qqj 59tH •^ Imo. P MMI- ___ ___ N 1 6L�IfI K d 1'AM IVE. KP— I%NN 6twI N.S. 3 • ISem AVE• Ka. •t - MIP `^ ISSM r1VE.a tt . UY PREPARED BY PREPARED FOR ENGNEER SHEET INDEX TABLE NO. SHEET Description - 1 TI Title Sheet 2 SP Site Plan 3 A ALTA Survey 4 RP Removal Plan 5 Pp Preliminary Plat 6.8 ST1ST3 Preliminary Street Plan 9 SW Preliminary San -Vary & Waterm 10 SS Preliminary Storm Sewer Plan_ 1-12 GP1-GP2 Grading Plan SCALE N FEET Erosion Control Plan 14 WI Wetland Impact Plan PREPARED BY PREPARED FOR ENGNEER DEVELOPER SATHRE`BER.:GUS' NO G'Y MP: rI. 19.9J acres 150 SOUTN BROADWAY 1MW WWSON BLVD WAY TA MINNESOTA W91 ANDOYM MN 363N1 PHONE. (062)4BeLO] N Vi StyN Unb FAX:(M)47"IN 1 ZariM', RJ PW PNONE: (r03) asHwe3 CONTACT ROBERTSMOLS1Au iii EMAIL. NATNANFAROEDNAREOW COM EMAL MOLSTAO®SATHREGCM EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE PLAN DATA r G'Y MP: rI. 19.9J acres ORS Lot Count • 12 SMb FamY Wft CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING N Vi StyN Unb ZariM', RJ PW UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SMb Iamis-12IdI t Mnmum Lal Wtlhat MF LalAve -I.— .-FM-2511 J tmrn-1KM74 FM-2511 ■ RECEIVED C99np R1ee SCALE N FEET Vi Sb• Lan • b L� DRAWN G NAME_ NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND(OR CONVEYANCE OF M n'erxm Ld WbR-0 Art CRY PROJECT NO. Lal NY -e Enl sl FILE NO. VCT - TI 01 ERJ 06/12/19 CCWD COMMENT REVISIONS - Fyfin 13Dnlmm •. rPN 1,b6 1 PREPARED BY ME OR U NDER MY DIRECT SUPERVISION AND THAT j�'Ns S,q 1914 LI TITLE SHEET JUL 1 6 2019x, Sp0-ee nstll eb INC.'s Jr H SATHRE-BERGOUIST, CEXPRESS WRITTEN AUTHORIZATION. USE WROI - 0 RHb RreE - b X' IO X �CmMaam BM) CITY OF ANDOVER 49368-048 EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE ORS CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 60 30 0 30 60 120 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY J AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ■ AND ALL EXISTING UTILITIES. SCALE N FEET DRAWN G NAME_ NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND(OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CRY PROJECT NO. FILE NO. VCT - TI 01 ERJ 06/12/19 CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT B STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR U NDER MY DIRECT SUPERVISION AND THAT j�'Ns S,q 1914 LI TITLE SHEET BY 02 J O 110/19 CITY COMMENT REVISIONS INC.'s Jr H SATHRE-BERGOUIST, CEXPRESS WRITTEN AUTHORIZATION. USE WROI AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE - 49368-048 _DFUVWN KN 03 ERJ 0]/15/19 STORMWATER REVISIONS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE�ERGOUIST, NC. OF ALL RESPONSIBILITY. LAWS OF THE STATE Or MINNESOTA g - P `-=+1� -� N- SATHRE-BERGQUIST, INC. ANDOVER, VILLAS AT CROSSTOWN WOODS TI CHECKED BY r -.� 150 SOUTH BROADWAY WAYZATA, MN. 55391 (9S2)Q6a000 - —SATHRE-BERGOUIST, RSM DATE INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING P.E. eP �h MINNESOTA VILLAS AT CROSSTOWN WOODS FROM LlEGDMATEUSE.E ROBCRT 5. MOLSTAD, r� eS PLS TI OSR9I19 Dale: N0.=le"<-8 t4 IrOOT Ro,vj Oesign laljL,d., Chdple r 5 Sectio 2 02 Case 1 9 Sight 125' ISO 300Distance - 1' - 25 Y -_-. -•-. -__. STOP BAR MrDOT K a(: G,, jr' Maria;. Craoter 5. Sect,), 2. G2 Case III©. Signs D.s:arre='12 - 1zoo 't _y — RECEIVED .,.� B, JUL 16 2019 1 M eia{a DNR2.1S5W ^'V S OUTLOT MILLER WOODS / L REST Y Y RD _ / {/ RESTORE YARD 1- ANDDRNEWAY 4TH ADDITION CITY OF ANDOVER r+ ^ DecNcaD MILLER WOODS MAILBOX CLUSTER jMIY Bax] A N(/lp,R\1\Via EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 60 30 a 30 w 120 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY III AND ALL EXISTING UTILITIES. SCALE N FEET ORAWNGNAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF THEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CT•PROJECTNO. FILE NO. VCT - TI Ot ERJ 06/12/19 CCWDCOMMENT RElVSIONS INFORMATION) OF THIS PRODUCT ISSTRCTLYPROHIBITED WITHOUT PREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATI �aeas a,,OL 19-14 SITE PLAN BY U2 ERJ 07/10/19 CRY COMMENT REVISIONS SATHRE-BERG US ,N :a AUTHORIZATIONUSE WITHOUT ADULTHESTTE PROFESSIONAL ENGINEER UNDER THE fF oN - 49369-046 _ _DRAWN MJV 03 ERJ 07115/19 STORMW_ATER REVISIONSCONSTITUTES SHALL INDEMNIFY SATHRE-BERGOUIST, INC. OFALL RESPONSIBILITY. OF LAWS OF THE STATE OF MINNESOTA SATHRE-BERGQUIST, INC. ANDOVER, VILLAS AT CROSSTOWN WOODS Sp CHECKED BY - SATHRE-BERGOUSTN INC. RESERVES THE HOLD ANDY LL ? 7 s. n->r.r %-I iW SOUTH BROADWAY WAYZATA, MN. 553911952) 47&9000 s _... USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS ON I +?4 MINNESOTA - VILLAS AT CROSSTOWN WOODS, LLC DATE FROM LLEGITMATEUSE. .MOLSTAD,P.E. NO - d fRa YAH S� 05/29119 Dale:. Lt. - Preliminary Plan Set Sheat 2 of 14 _r- 1F '�. SF 'IN r:4 ^TF$N '..4 "JI SEI. i}. r v ' R_J4 D1 RI1P130NOFPROPERTYSL'R1MTED (Per Schedule A oldie lichen rcfemeread Title Commitment) Patel l: The Fin of o, NIn of We NW I/4 of Ne SWI/4 of Samar 13. Township 32, Range 24 in Aeeolo Crony, M®Iesaa, Paecel2 The, NIn of We W In able NIn aft NW I/4 of We SW I/4 aSecdme 13, Tewmhjp 32. Range M, Anla Cawry, Mimee rm. ?.13: The Sin of We W I ofthe NIn ofthe NW i/4 of the SWIM ofSecnoe 13, To andeip 32. Racer 24. Amba Contrary, Mo.. Abahct Property. ALTA/ACSM OPTIONAL TABLE A NOTES (The Minarmg herr referaa Table AA mptioml saucy mgeomibJina.od rparjfimdims) 2) Site Address: p.ns1 1: 16019 Cmamwe Blvd, Parcel 2: 6M COnsonce Blvd, Andover, M,N 55301, Parcel 3. Una.epd 3) Flood Mae laforama: This property NPaae to he in X(aea dcrcnmirctl b M amuck aft02k natal clams Random)per Flood Insonate Rete Map, FEMA Map No. 27003C01 95F. eReerive dale of Dmemba 12, 2015. 4) Panel Asea laraeaal�: (emu Area RAV Ass Wm Aia Net Ata Panel l: 433.609 s.f-9.95 use 21.623 a.f-O50«ra 5,739..E-0.13 ase 406.247IIE- .33 aro Panel 2: 21]}45 a.f-4.99 win 31,496 af.-O]2 moa 7.3525.e-0.12 acres 118,497 a.f.-4.10 aua Perecl 3: _ 217=s.Ef 499xtu 10.962 e.f-0.25 aura _ 1572 rX-0.36 moa 1%,166s.1-4.37amo Ttwd - 868.154 of -19.93 aaea M,082 s.1-147 acres 28.8630E-(.66 moa '/'/s,ZI D..f.-17 Ad ash+ 5) Elwvm9mui ad) bund an MN/DOT Ocodelic Strom Nano: CARY MNDT AZMR armada how an dundoe of. 912.48mor, (NAVD88). 6) Ial i i.faaYb.: The torrent Zaoing for the rubjed progeny or R-1 (Stmpk Family -Rare) Pee the City of Aer6nvNs rumen, mein dyed Mach Mic We tvcamsmq thin, a roma, letter be obtained firman the Zomng Admen septa fa the cmr'm hatnetiau fa shin she. We have not neeived the current ramer, elstraftearmar and bwldtn8 seet tel, ret,xv. no flare the ensurer 11) Utilities. We neve abown the lor.min aiiiho. on Ase eurvryW pmpeny by oband eviMeee oil, Tlete may 4 under m W .]in. caumMeng the smJat prolan, we arc unwire. Pleura ode Wad we Nve m clad • Gapbcr Slee (Inc CaB forthis awry Thea cony or may M bt oMerpound animea in the m a ed arta, therefore extreme comm mat be eAem1w lee£ any amvaom notice plat an in mer this site. Bctart digging, yno ase reyutaA by law to nail, Gopher Sa<on Cell et lain 48lvxva iv edvaxs at 651/454HJOM. Utiliry gmliry level is Rpercl, 3 PJtl-0'_. 18) Wadhod Bean * The wnlmd delmen600 war prefand eby Kpfiorq EmvimomaW Sendea Camper, and roes lla88ed oar Ocmher 7, 20lg. Semon-Besggeiet Loaded the wetland ft., on Ommber 3. WIS. SURVEY REPORT The meg rod repair w prpmd with de borefit of r Comm., for Tide laurann oaud by Curti m Home Builders Title. LIZ as owning, .,cern far OW Republic Nmoal Tide Imuraas Commvy, File Nm. HB-)R08L Ja,ed Scperebcr 16, 201 R. IJ We reo,e the fo9owivg wiW eegedn eo ScheAJe B ofWe herein rtfesaud Tide Commimanh a) Ibmm.'sl-Ioadl5arrom-eyreWwl b) Item m. 11 - Subjcd to Ca eaem Blvd NW an laid oar cud raveld ova the Smthdy 33 feet mom in lona (AA he Fermi I) SAoen hm,aea e) Item no, 12- Subiot to Cnanowm five. NW an Real oar and traveled mete the Warily 13 frt mine in lea. and subject to mBlvd NW a had not ad rrveld over the Similarly 33 feat ane or lees. As in Pesa12) SAawn Aneen all 1. n. 13 - Sub,. no Cmomws Blvd NW as laid can and nvald over the Wea dy 33 feat mare or Imo. (As W Parcel 3) SAmta murex c) Ion no. 14 - A pada of the ,ra,em, cmmim werkok whew may he subjeer in faded, anon, in local intention. The neght m roe in improve mere w ilmore err excepted harem (ail Paalil See TwRe Ana /d a&ae 2) Sadroli"uee. Inc. bas rown,leted We u,,Vha: aurvry May 2019. L' vvrJ L F G� J / NpN eamgaaehme m WaMW CaaY Cuaetisu a W wn (NAD AT • 1 W F MI1 60 30 0 30 60 120 SCALEIN PBEr -. To: Wdmam aha, Inn ad OHill Haera teoftable L9al, LLroC; William 11. 9rrth 2an0d16l.e:e3nueath Be al Common Ham Rudders Tide. LIE; and Old Repubic National] Title Inarmae CmWBaaitCyW : so Twtcca This ea to ee tiry Wet ibis arses or, plan And the aur my m which It is bared) were trade in axmsdana with We 2016 %nemteen Standard Dred Regeihmmu for AI.TA/NSPS Irl Title Sam a, partly nmblishd ad adopted by ALTA and NSPS, and ioclldea hems 2- 5, 9 mid IR MTmk A thereof. The field wale vess eampleceA an May 13, 2019. Da/tme' Of Piet or Map: Mey 242019 CAST RUN M]NVMFl- / (�,,,LT.+.J/ (1 11,/. / CATCH ydylN J. A mrbaek PIS Mwve.Ota Leeeue NO. 53M2 javerbmk@sadm cam ,. c1gc; VyUA "jA gg Fenp tea are eledrvn On the F 6 E side of the Dotlndary Fee that y - the fence'a beaded on. SURVEYLEGEND e CAST RUN M]NVMFl- E III- L; CATCH ydylN FF,EC1,CfFE ✓l LL -TL ILA -ED M SIC" "I ,. SITE eE W1FC e AN' III PEOE:,'AL C Marr 4 ET F, MrINUAttI F. Nn �_�._� BUILLIN.; il_rl,F.I INE L = 114 �PE-E POLE E"CThG .. -�._ Ma'...... ...-.lin '... OFAIN T'LE . ......-CL-z,. _tin- :'X FENrI FIBLP DIII'. 1rYR.R )CNC A... PAILRTIC ,ARL rr-EJE:,TL- .SCP• FNfc CL"RIT r ANSNRMEP STORM iEAH TELEPHUN1 IJNOEReR?a4e MGtFR 111711e I r .,I_ alWltc (U ZI; �Ig 400jI S, n¢ I ye ani` 'v1 � DN3 I eEsr TWP.32 - RGE.24 - BEC.13 Project CK MdOar Anoka Ctlulty FLE NO.: 49368-068 Sheet 1 of 1 Preliminary Plan Set Sheet 3 of 14 - I I P M { '- - -_ _: ----- EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE S89 00'341 1310.53--' ''------_ - KT }A.• 1 655.27 Remove Existing Retaining Wall pO `KT }IO X1 }a/ KT 7-1 KT11r .K71-5 � IT 7_7. •KI 7-+ 1 D , J J 622 22 `Kir - 6 330 �_- { AND ALL DAMAGES ARISING OUT Or HIS FAILURE TO EXACTLY LOCATE AND PRESERVE My O 655.2T��—,. t r 11116Wj■ IT f- Remove Existing Driveway SCALE IN FEET SHEET 1 :KT}I+ NO. Grade to Drain DATE REVISIONS - Kr rIs I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EEas $04 CITY PROJECT NO. REMOVALS PLAN FILE NO. VCT -TI Ot ERJ 06112H_B CCWD COMMENT REVISIONS 't +KT 1a DRAWN BY - - -- - - -- - - -- _ - - - --- -- _ -- - - - - - - - - - - - - -- - -- --- - - - - _ _. -. - _ - _ _ _ - - _- _ _______ __ SATHRE-BERGOUIST,NC.'s EXPRESS WRITTEN AUTHORCATION. USE Wm4ouT SAD AUTHORIZATION CONSTITUTES ANLLEGITMATEUSE AND SHALL THEREBY NOEMN FY SATHRE`SERGOUIST, INC.OF ALL RESPONSBLRY.VILLAS USER O AERGOUEG INC. RESERVES THE RIGHT TOHOLD ANYILLEGITIMATE„�= USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM LLEGrrMATEUSE. AM A DULY REGISTERED PROFESSIONAL ENGNEER UNDER THE LAWS OF THE STATE OF MINNESOTA ,S, jL��[ j W ,,,, a W �M1E `H� es e SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAyZATA. MT/. 55381 (652)47&0000 r r IT 1-55..Y4! 1 I-$. � Y' � XCr I-1 1 ANDOVER, MINNESOTA Mj RP RP CHECKED By ..Kiel __ DATE ROBERT 9. TAD. P.E. Dale: L'o No. Z -64"L8 05FAM9 NMfi IT 1-6+ r[r 2 IT 9" �. Kr 1-10, IT Demo Existing Structures F Cap Well Remove Septic Tank Crush Septic Field v C I � I m 621.82 N89 -04'19'W 654.82 Note: For Vee removal limits refer to the grading plan. 9 I P M Ki 3-r" .. •Ki EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE { KT }A.• .KT 3-9 t Remove Existing Retaining Wall pO `KT }IO X1 }a/ KT 7-1 KT11r .K71-5 IT 7_7. •KI 7-+ 1 " ]-5 - g. 1 `Kir - 6 330 �_- { AND ALL DAMAGES ARISING OUT Or HIS FAILURE TO EXACTLY LOCATE AND PRESERVE My Note: For Vee removal limits refer to the grading plan. MILLERS Remove Existing CDS (repair existing driveways, yards, and inigation) mss— Relocate Existing PP (in new street access) N I P Kr Ya Ki 3-r" .. •Ki EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE 3 KT }A.• .KT 3-9 Kr }5 n pO `KT }IO X1 }a/ O IT }ll IT IT. 60 30 0 30 60 120 .Ti. - g. 1 J AND ALL DAMAGES ARISING OUT Or HIS FAILURE TO EXACTLY LOCATE AND PRESERVE My 11116Wj■ IT SCALE IN FEET SHEET 1 :KT}I+ NO. By DATE REVISIONS - Kr rIs I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EEas $04 CITY PROJECT NO. MILLERS Remove Existing CDS (repair existing driveways, yards, and inigation) mss— Relocate Existing PP (in new street access) N89 KT r-+.. .KT 6-3 - p, K16-5+ :KT 6-2 1'1 •..•KL 6-7 MKT o-6 SKr o-3 IT s -s. IT s-6. KT o-4 .IT o -s IT o-6' Ki o -s+ •KT 8-6 Wt" IT .KI K 59 K 83. 8 +KTYI I 4 - 654.31 _ I'04"W 1308.75 RECEIVED WOQDS 4TH ADDITION M I -R-�' Ike wo o D s JUL 1 CITY OF ANDOVER Remove Existing CDS (repair existing driveways yards and irrigation) N I P EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE 3 - 1n fip i-3 N < pO 0 Z O O N N89 KT r-+.. .KT 6-3 - p, K16-5+ :KT 6-2 1'1 •..•KL 6-7 MKT o-6 SKr o-3 IT s -s. IT s-6. KT o-4 .IT o -s IT o-6' Ki o -s+ •KT 8-6 Wt" IT .KI K 59 K 83. 8 +KTYI I 4 - 654.31 _ I'04"W 1308.75 RECEIVED WOQDS 4TH ADDITION M I -R-�' Ike wo o D s JUL 1 CITY OF ANDOVER Remove Existing CDS (repair existing driveways yards and irrigation) Preliminary Plan Set Sheet 4 0114 EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 60 30 0 30 60 120 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY J AND ALL DAMAGES ARISING OUT Or HIS FAILURE TO EXACTLY LOCATE AND PRESERVE My 11116Wj■ AND ALL EXISTING UTILITIES. SCALE IN FEET SHEET 1 DRAWING NAME_ NO. By DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND,OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EEas $04 CITY PROJECT NO. REMOVALS PLAN FILE NO. VCT -TI Ot ERJ 06112H_B CCWD COMMENT REVISIONS 19-14 DRAWN BY _ _ - -- - - -- - - -- _ - - - --- -- _ -- - - - - - - - - - - - - -- - -- --- - - - - _ _. -. - _ - _ _ _ - - _- _ _______ __ SATHRE-BERGOUIST,NC.'s EXPRESS WRITTEN AUTHORCATION. USE Wm4ouT SAD AUTHORIZATION CONSTITUTES ANLLEGITMATEUSE AND SHALL THEREBY NOEMN FY SATHRE`SERGOUIST, INC.OF ALL RESPONSBLRY.VILLAS USER O AERGOUEG INC. RESERVES THE RIGHT TOHOLD ANYILLEGITIMATE„�= USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM LLEGrrMATEUSE. AM A DULY REGISTERED PROFESSIONAL ENGNEER UNDER THE LAWS OF THE STATE OF MINNESOTA ,S, jL��[ j W ,,,, a W �M1E `H� es e SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAyZATA. MT/. 55381 (652)47&0000 AT CROSSTOWN VILLAS AT CROSSTOWN WOODS, LLC 49366-048 ANDOVER, MINNESOTA Mj RP RP CHECKED By RSM __ DATE ROBERT 9. TAD. P.E. Dale: L'o No. Z -64"L8 05FAM9 Preliminary Plan Set Sheet 4 0114 I I BO L - WEST QUARTER CORNER SEC. 13. T.32. R 24 MONUMENT BURIED C- 33 I - =e3 124 42 to f -24 '\J, 15,3110 !'yam• iV-23 \i �'�, ! =33 23,Y8 150. /\/yNl^TALI/♦r- l a'M K11A1 1l"alvv1_ Ci L_V L1 141Y----__._..._ (R P NW 60 c: % _ Y V-22 , Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. � � 1J lY 314,970 Z 50. R LIJ \ � - /` r 1;V-29 9.294 N 9,273 N 9.104 C m 90. m `7 99 8g N i em M. R. i I l - Ol 5\ o �0 64.0 10.011 �sQ_ R. d _. 63.0 ,- " 64.0 N89`81`46T 134 O6 - e O O n .79 42 09 W 12 .99 Is V-20 a SD.$ 0.115 E / YQ �BFu'f m x J___1 i 90.50.FT 489'42'09"E 128.64 30 30 '4895840aE i$m,( U 39.00 1/1 bap o ,;tet `yl 640 0 1 e V 19 " LIJ Ge s rhe 4 35 W�85D�731 Q. SURVEY CONTROL PONTGRAVEL ' 0 9296 % �z r• P el 1: 64.00 N89'59"40E-140b1 64.00 00 L _ <C <- I _ s I V-18 160TH _ 589.00'34•E LANE NW _ iO � Ge) am,0 _ 341.30- 9311 C a SM - , - DRAIN TILE N8959` 46" 140.01 :) (V-17 g STORM DRAIN -v-v- FENCE H lo ly di, led oftioo, is mderv.nd fawn camwl be ccYNcly, complMlY and rclr.hly mplMad. Wore adNeavM «nmW mudm mf«med. n r5yuwl the, chmt 5 j w PRcel 3: -0aa- CAS UNDERGROUND O..9 R. 98. 0� _ NITMI A/C lMi _-0r OVFRHFAD UTILITY 33 1` AAINA.E AND aubl5er plopeny. te Gopher O 191144531WNemrhum wM a0bmind fur Chia v1wry. Pleae rtfvece Ticker No. 1918445]1 f« a list of.hry 1 CABLE TV PEDESIAL u IDWY-_AS IAL14. -. /\/yNl^TALI/♦r- l a'M K11A1 1l"alvv1_ Ci L_V L1 141Y----__._..._ ne6'S7'O"E 314.80 64A5z, - _§9.0 64.0 640 NWW] V-10°" V=9 aI a SQ. m I \ SOUTH IJP \\_OF N 115 OF SEG.t 1 I j i ! 1 1 V-8 v-7� 4797 Sd R. p 150. R L 6700 ID 88 00 OF N. 1/2 OF N. 1/2 OF NW 1/4 OF SW 1/4 T.32, R.24 OUTLOT A 118.174 SO. FT. DRAINAGE AND JTrY CASEMENT OLCR ALL OF p11T10- A _ NORTH LINE OF N. 1/2 OF NW 1/4 / OF SW 1/4 OF SEC 13. T.32. R.24 - I 1, n CONSTANCE R (R BLVD NW WET' _ 10.E . 4 ,276 r 85_ Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. � � 6440 r3V-27 E1" E 9 V-25; v�-26 J - V-281 1;V-29 9.294 N 9,273 N 9.104 N 0.11% 4765 90. R. ! [o u1 W. FT. a nN SO. R. - em M. R. i v 88m1.864'6( m o l i0 �0 64.0 N 64.0 63.0 640 " 64.0 to 413] m f3V-33 1 ne6'S7'O"E 314.80 64A5z, - _§9.0 64.0 640 NWW] V-10°" V=9 aI a SQ. m I \ SOUTH IJP \\_OF N 115 OF SEG.t 1 I j i ! 1 1 V-8 v-7� 4797 Sd R. p 150. R L 6700 ID 88 00 OF N. 1/2 OF N. 1/2 OF NW 1/4 OF SW 1/4 T.32, R.24 OUTLOT A 118.174 SO. FT. DRAINAGE AND JTrY CASEMENT OLCR ALL OF p11T10- A _ NORTH LINE OF N. 1/2 OF NW 1/4 / OF SW 1/4 OF SEC 13. T.32. R.24 - I 1, n CONSTANCE R � v..,i 21.887 \ BLVD NW WET' 0 10.E . 4 ,276 r 85_ Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. 64.0 h � 6440 '" E 64.00 14it � 50. R12 563 SOFT FT. � 30 30 � Ca s2 - �8.78r , 6600 3 « 897 42 Q19 Q' 13,07 ry z$_' FI -13 NV 8.939 \1 m I C/1 e $ 8�`4209MTV 3GO 1 30 _30 - no O V-14 ! \ h o n z v 88m1.864'6( m o l n I _ N v5�'1 9141 112434 a O I w V-15 s m n m to 413] m f3V-33 1 _J Z n .79 42 09 W 12 .99 Is o V-16 I b a SD.$ 0.115 E / YQ Ravoo J___1 i 90.50.FT 489'42'09"E 128.64 30 30 ne6'S7'O"E 314.80 64A5z, - _§9.0 64.0 640 NWW] V-10°" V=9 aI a SQ. m I \ SOUTH IJP \\_OF N 115 OF SEG.t 1 I j i ! 1 1 V-8 v-7� 4797 Sd R. p 150. R L 6700 ID 88 00 OF N. 1/2 OF N. 1/2 OF NW 1/4 OF SW 1/4 T.32, R.24 OUTLOT A 118.174 SO. FT. DRAINAGE AND JTrY CASEMENT OLCR ALL OF p11T10- A _ NORTH LINE OF N. 1/2 OF NW 1/4 / OF SW 1/4 OF SEC 13. T.32. R.24 - I 1, n CONSTANCE R � v..,i 21.887 \ BLVD NW WET' di W 8 10.E on Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. .64.40_ � 6440 06900 6 9.00 64.00 _ 064.00 - 30TN = I o - » v mi 8'.159 <- !x30.10 aa"A 0o a tl i )y_A__�_ NUJ DRA�pNAGE z 84 ., .Rl VA.D 2.3 C'J a IT. _ I (D N CAST IRON MWLMENT(LL P"-31 V-32. f3V-33 1 CATCH BASIN "-35 s 30 30 s141Ito ,' iN SO. FT i a SD.$ YQ Ravoo J___1 i 90.50.FT W I Lu p :oo o 640 1/1 bap yl 641 `yl 640 Mi Y64.Ow . -64 Moi 641 Ge s rhe 4 35 W�85D�731 Q. SURVEY CONTROL PONTGRAVEL 2016. '-8' P el 1: 64.00 66.00 64.00 00 57.79 .78 m 3 I z 0e• _ 160TH _ 589.00'34•E LANE NW _ R' 76.36 4 6 2 c 4-I.• , ^ 14.243 R.30439'-sS74.2 90. R. o R.30, S74' am,0 _ 341.30- WARD RAIL ,53S Nom°/ill, II 53.00 _53.00 600 _63,Q0- 6,i�f0 463 8 771y�.- - 4-� 6@, 72 0 6}.0 N r 63.I �� A- 131_• -� :,_ .II} 5 ^ n n I m Nf 3 r1997 m i wj fV-6 w FV J - 1 V-4Me V-3 V-2 V93 1 /a�� A IV R R e7.053 !4 1I}7.888 7,533 € 7915 !•' / Ati f01/8.9Y mm.. _ 50. R. M1 e+ W },_rU i^ v50. R aso. $Q. R. itn 50. R. dY FF [ A ' h 11s�.z z z 63-25� -d 53.00 L5363 25 63.54 L -69.7. ,ID '-v._ I a n 13 SM J -^Cr 58.08 1p /-� s - R 5 m_ 78.48 m� 1585'153'88"'14 /� 121.62 .>Y� $ N27T, SB5'53'08' m ry 1LS81'3329", i..- n•0 It 40 "d DRAINAGE AND jTILI TV EASEMENT SOUTH LINE OF N. 1/2 OF he 1/4 EME )-oF sw 1/4 OF SEC .13. 752 Rzs -� -.� a �_ Na 9 - � J � v..,i 21.887 \ wET LINO -. Y � � i 17.910 WET' di W 8 on Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. ZGan9 N 11 � =50, _ c A 13.004 IN 50. R. % � 9 w h n _ �TU m - 30TN = I o - » v mi 8'.159 <- 20.529/t aa"A 0o a tl i )y_A__�_ NUJ (NAVD88), z 84 ., .Rl VA.D 2.3 C'J a IT. _ I (D It 40 "d DRAINAGE AND jTILI TV EASEMENT SOUTH LINE OF N. 1/2 OF he 1/4 EME )-oF sw 1/4 OF SEC .13. 752 Rzs -� -.� a �_ Na 9 - � J � v..,i 21.887 \ wET LINO -. Y � � i _ _ 14' 588 WET' tea, A-- �>•r..?o�R' on Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. a � . 11376 -�� � 1:, - _ - ••-50-:eaz- � w. fy - IN 50. R. % � 9 w h n _ 8 115,729 - 30TN = I o - » � ,w - �1•- -rL-- -_--4NO 41 60 1 60:_• 1 60 2-1 1489'015'04" Wl 1308.75 60 LaJ <- EI 3 I hemhy cenifY OMI Nie aunty, Flat or rcfwn woe prcpd by one or under mY dlraT mperviaim and 31 Flaad/here lvfarmeliw: The fooprty wPmm to he in X larw delemiiood to be.tnim aft D.z win"charivFloodpam)MFlood OW lam adWY L -mead l aMSuneym.dor 1111. t Or Stale of Min.. Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. a r, I -ATI 1 Dam of Phil ea Map: MW N, 2019 4) PRaslArea lnformalAw: F_ IVIIL. L. L_I\.. YY\ 1''LJ `YI �� V PMcc13. 217,200s.f- 4.99w:re 109620-0.25 aim 154874E-036acnv 190,751..(.-4.Je aorta z- <- and 1. Avmb«k. PIS mi... Lieetlee No. 5364x pvedwck(iydere..m 5) 84aRY: 4levatlAw are ba d. MN/110T Crmmdc Swim Name, CARY MNDT A/', MK whlchlm an elevation oE. 91248 rm (NAVD88), z SURVEY LEGEND C'J a IT. _ I (D CAST IRON MWLMENT(LL T'HME MANNGLE Y CATCH BASIN _ TELEPHONE PEDESTAL UJ1 FLARED EVD SECTION TRAFFIC SIGNAL YQ X WY WIRE C UTILITY MANHOLEHYDRANT W I Lu p I « U O SURVEY Mg ENT SET BITUMNOPEDESTK Dh9 TINd OF PROPERTY SLRVEYF33 61 23•158IafRwnbW. lLe PWNI Laving f« the aubjm INtlpvty u R•I (Slvgle FwdY'Rvael) pa Ne ('iry of Avdo.Hs anmg mq damd 144150 ____ -BULgNG SETBACK LINE y Ic A (Per SchedulC A of the heroin refer.ced Title C«emintvlu) Q. SURVEY CONTROL PONTGRAVEL 2016. '-8' P el 1: CONCRETE CURB We rvpm a TIMI a.wiog Nen« be ob aired fiom We Wrung Achroulatt« For the eurtevt rmnictiwa fir tho sea. We have m reenved the N The EIR aft NIa aft NW 114 aft SW 114 of Seri. 13, Twvdup 32. Red, 24 in Anka Colmy. M®ota. emnm name, elwai6eaumin d building spbwtk rt9dtermnr from dM homer. POWLR PULE - Ke CONTOUR EASTINC P&I 2: 7) UMI U1Dtle welMve ahlwn thelmnt. of unllhemthe bmr of.rabiliry had.ubervN cvidm«tognh«wiN evihaae bum the -� -(�. CUNrgR FNaRC D lee NIRofthe W112of1 NI/2ofthe NWI/4ofWe SW114of Secuon13,To hy32,RMlge24,Anka WARD RAIL following aouren: planta ubWoed Rom wility campnios, Plan provalil by client. morkin, by lalay moneiee end ower ii,,ro late amucea. a SM - , - DRAIN TILE Co11my, Mi.mM. a GROUND ELEVATION e® We have naeo we, inrmmanon To meal opo vice wdcrground INlide not Nis aim. However.Ir. Ne tbemrm of g STORM DRAIN -v-v- FENCE H lo ly di, led oftioo, is mderv.nd fawn camwl be ccYNcly, complMlY and rclr.hly mplMad. Wore adNeavM «nmW mudm mf«med. n r5yuwl the, chmt =-FIBER OPTIC gbENGNDMO j w PRcel 3: -0aa- CAS UNDERGROUND InadvMNNMeuavaU.may be oaemvey.Alas,Please.W WatsewwlcovNaon may 1314811avamhty wvnr NITMI A/C lMi _-0r OVFRHFAD UTILITY The SI12ofN WIRofNo NI/2ofNSNWI/4ofthe SWI/4of Seca.13,Towohip32,Range24,Anoka 9 ,WELL aubl5er plopeny. te Gopher O 191144531WNemrhum wM a0bmind fur Chia v1wry. Pleae rtfvece Ticker No. 1918445]1 f« a list of.hry 1 CABLE TV PEDESIAL Catl4ny, N1,LNRAL TWf .32•ROE.24-SEG13 momma iNe operet«a mthis ww. UMiiry glWiry kvclu Bper CVASCF38-02. is R CDAS -»-STORM SEWER AS. Pruml, TELEPHONE UNDERGRONODRMER -- RralnOl f'gY Al100YY O ELECTRIC MEILR `--UTILITY WnfRFNDND Anoka Count' 19) Wealad Deiweads. The wetland khoolum wo, Prefurmed by Klnhaue EnviranmenW Servme Compn, and wM(IsMid on Wlaher Y, ri' CAS VALYL ALTNACNM OIfIONAL TABLE A NOTES FLENO.:49368-048 2D 1 I SagmNcrMoit IumTed the wctlmd flap on Laocemher 3, 201 n. ITL. following Venn rcf a T" A claimed Wev y rerymaibibun and apeeirlradws) 2-1 '-I Site Add.. Pwee11: 16019 Cmalavm Blvd Plural 2: 680 C«Mtame Blvd, Andover, MN 55304. Paled 3: U'Nnnl ied ' EI 3 I hemhy cenifY OMI Nie aunty, Flat or rcfwn woe prcpd by one or under mY dlraT mperviaim and 31 Flaad/here lvfarmeliw: The fooprty wPmm to he in X larw delemiiood to be.tnim aft D.z win"charivFloodpam)MFlood OW lam adWY L -mead l aMSuneym.dor 1111. t Or Stale of Min.. Iruwwac Male Map. FEMA NW No, 27MKOI 95E, cR hw bm of Decanter 12. 21H S. a {�]I3 Dam of Phil ea Map: MW N, 2019 4) PRaslArea lnformalAw: 60 30 0 30 60 120 MRS�r G. Am RIWAm Wal Are Net Arta SCALE IN FEET Parte l: 43],609 e,1 -9.95x34 21{96.1. -DW onto -O 13.7. 4W]tl7 -4.10 a«e 7=a.0 CC Pemlz: xI7J4s a.f.-414 aceta 51.496..E-O.Tl ono 7,$82 Lf.-0.1)aay 178,56hC-4.IO sere PMcc13. 217,200s.f- 4.99w:re 109620-0.25 aim 154874E-036acnv 190,751..(.-4.Je aorta V) _ s Tend 868.1 M.S..-19.93 atm 64,082.,E-IA7 sem 28,468.1..-065 acre 775604af-17sects and 1. Avmb«k. PIS mi... Lieetlee No. 5364x pvedwck(iydere..m 5) 84aRY: 4levatlAw are ba d. MN/110T Crmmdc Swim Name, CARY MNDT A/', MK whlchlm an elevation oE. 91248 rm (NAVD88), z A F\111T11'\A I �3vv11lvly k VAIIl^l r -gip IL.L.L_I\moi / 1A I1 -\1'\f - VV\J\JIJv PREPARED BY III PREPARED FOR WAYIATA MNWWTA• l III ANWUFR. ae %gNE:(m).TbifAO COI FAX: (952)4]bOtne NATHAN LAR RIONL:I no, Cd T: JMIEO I. AME..RS EMAL: MATRA EIML: NVERBECN�5ATD6.Q4 PLAN DATA: Ns Ore a Red t ie4Raw WRYM: OA. Wan Spite. HOA OIaBC 2.T Raw (25 vs MCNYtlCed) AdR�IReaw:2-0Maw Coaddideed sw:la GwRaw 0T FbodPadn:Teras ehe dRar e Oave.lawonawtlr0en) Nat Reallewhilloffal Igww RpM W Wry:2e os Cwrey Ryle d Way.2brav L01 Cowl a O Lead 12 Sa9ad Fiend, all" "'Van S" SUnea Tom Un is 4e Lois Nel Moa, -3.3 w41 a er (41V14A) Road MLw-O.M nye twin: R-4 PUD skge Famy-12 Late "Warr m, Let WM-79 Feel MnirMm Lod Am -11 oma Fyfe -mit Syal-6.SneemsEO Ryan (:m -An Ryfa -303 Vi ahead L. -Ra Ltla Mnmanl«wden-5314 Flo Moi -16 Lp. ft man W Y eorti 8n IYIn M1an tln NadrM StNl Step -8ue Syab Wa•3a -wit 11 RM • 30 A 140 n ICmataae 4140 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: + Rev line -5- T RigMOFWay L. } NOT TO SCALE Being 5 Ret in width and adjoining la Imes, unless otherwise iadicated- and 10 flet in width and adjoining right of way One, unless otherwise indiclood, LA shown on the PIaL 1 2-1 V ' EI 3 C E D •� T a {�]I3 M 1 2-1 \ 1 ' I U � J NORTj 5 Fence, has gra shown on Ula Beerrys we madm Wn Ai lM County �b CuvnkMle 6WMm (Nb 0.Y-1898 ad61 I LL F ado of ble Goundary iia that 60 30 0 30 60 120 MRS�r SCALE IN FEET 2-1 I U E 5 Fence, has gra shown on Ula �b 83 E I LL F ado of ble Goundary iia that Z 1J the fence'a located on. !y XjI 4, V) z SURVEY LEGEND C'J a (D CAST IRON MWLMENT(LL T'HME MANNGLE Y CATCH BASIN _ TELEPHONE PEDESTAL UJ1 FLARED EVD SECTION TRAFFIC SIGNAL YQ X WY WIRE C UTILITY MANHOLEHYDRANT W I Lu p i UTILITY « U O SURVEY Mg ENT SET BITUMNOPEDESTK w � ARVfY MIXIWFIIT FOUND ____ -BULgNG SETBACK LINE y 2 F Q. SURVEY CONTROL PONTGRAVEL �- - '-8' LIGHT POLE CONCRETE CURB Q N ' CONCRETE 2 POWLR PULE - Ke CONTOUR EASTINC U) V! �. SANITARY MANHOLE -� -(�. CUNrgR FNaRC D Q SANITARY CIENNWT WARD RAIL Bb-' a SM - , - DRAIN TILE ,144005 'tl-; a GROUND ELEVATION e® m- ELECTRIC WDERGROLNO g STORM DRAIN -v-v- FENCE H Qj STORM MANHOLE =-FIBER OPTIC gbENGNDMO j w YARD -0aa- CAS UNDERGROUND W W W =W at4/ NITMI A/C lMi _-0r OVFRHFAD UTILITY ae 5AY3 Of'a 9 ,WELL RAILROAD 1 CABLE TV PEDESIAL SEWETRACRS ->- SAINT $CwCR TWf .32•ROE.24-SEG13 ELECTRIC -»-STORM SEWER al"HOL C ELECTRICMAxnOLE C TELEPHONE UNDERGRONODRMER -- RralnOl f'gY Al100YY O ELECTRIC MEILR `--UTILITY WnfRFNDND Anoka Count' (0 GAS METER - WATERMAIN ri' CAS VALYL TREE DRIP UNL LDLL FLENO.:49368-048 - - HAND HOLE SCYL MDRING Sheet 1 of 1 I I I --CONSTANM BLVD -NO— --------------- - F - - - - - - — — — — — — — — — — — — — — — — — — --- ------------------ 1Y � 1% 1% x N.9tle! D I wvt era _ V25 V26 V27 V28 V29 IT _... I � 2 1 @ MnDOT Road Design Manual, Chapter 5, Section 2.02 Case IIIB. Sight MnDOT Road Design Distance = d1 = 725 ft.', Manual. Chapter 5. Section 2.02 Case HIS Sight Distance = d2 = 1200 ft. STOP BAR I - - — --- - -�/ - - ------ INSTANCE BLVD NW _; _ ------- . ---- _II --— — — — — -— xM.o o Ix 1I1V 1% " 1%x909.1r �• .mc.o tx }m,s s 0 Y 1 b i'STRIPE LEFT 8 32 V33 V34V35 00 V3ti - RIOHTTURNLANES �'t � i 1 fig -_. __�.._: I � c C 4a ',3 Y _. 's- L _. -. _.)$ ..e. __ a.1 _ls _. ir�._._•zf _. _¢�.-i.-_.-__ r __.: 9 t 5 '0 i � � all ._ ,; ._ I y_�I— I I 12 1_ —1._ _ I1CUfN UN. NW 1_�I _. -_ .1 n I I Z - 180TH LN. NW 'T —_-- ---I- r -.� ISI 1 1 I�1 S 1—�I /F - Z aDIF '7�'� ��fi V Z I x9ms / V12 V17 V7 V1 • -- i V9 V8 V7 V 5 a e x V7, m - V4 Vj=3 RECEIVED o — x 9q24 v i JUL 16 2019 V20 17 •- _�:., / --__ �/ op _ ITY OF ANDOVE I, I 7 V19 i _ V14 / '\., PONDN2 x9m.9 1 NWL-899.0 1 Y -8993 YR-89 itic YR -0 (NJR9 14) \ _ I V18 70 IY �— r' V17 _. '-.90>_s-rn - 7 , _J PONDS 6 �9 _ NPWL O.898.5 i _ v _ OVWR-fie mtl Ar.N Mat. 1.1 sbm - - 0I901A - 9 _ F/ r 100 YR -900.6 EOF-sm.r ��`(NY9 U4 <W0m x,0 Lr _m e1Tre - ` (oo95.e9001.0. e rw I.rr aM.n Baum ama s4len'a to me ra0aar fret - '-Y,. Lmtl /Enlum.17010 (9XM) - __ _ _ _ — x9013a x301 fi L �m MILLER WOODS v e , t"�— --- r174TPI ADDiTPN-P�-- — a r9 -0 Y s0a9 �I 1 a , vR Bee 5e' , .6.9 REMOVE CDs 8. ` DNR 2i35W 'µestoRE YARD /. 1 �' _ / slea OUTLOT IN loo vR-e9s.T4 BEGIND A EMOVECBi3 J // M I LLESMOODS �ResvoRE YARD 4TH ADDITION AND RIVEWAY —7 L - II��� %' _ — — I L — - _j L /// BEGNCBG MILLER WOODS HoRt`' EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAYpNLY.(UTLITY QUALITY--, UALITY / LEVELS) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIPN OF ANYAND ALL • - / P0m-� / '�- / / / 4TH ADDITION 50 25 0 26 50 100 EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND ■ PRESERVE ANY AND ALL EXISTING UTILITIES.SCALE N FEET DRAWING NAME NO. BV DATE REVISIONS USE (INCLUDING COPYING. D ISTRBUTDN, ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT TH IS PLAN OR SPECIFICATION WAS CNYPRoJECTNO. FLE NO. VCT -ST 01 ERJ 08112/19 CCWDCOMMENTRE_V61DN5 __ INFORMATION) OFTHIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I 1p$,es S11" 19-14 PRELIMINARY STREET PLAN DRAWN BY 02 ERJ 07/10/19 CITY COMMENT REVISIONS SATHRE-BERGOUBT,NC:• EXPRESS WRITTEN AUTHORIZATION, USEWnNoUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE _ MJV 03 ERJ 07115/19 STORMW_ATERREV61ONS SAID AUTHORIZATION CONSTITUTES ANILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OFMNNESOTA �G $ SATHRE—BERISQUIST INC. -" AND CHECKED BY NDEMNFYSATHRE-SERGOUMT. NC.OFALL RESPONSBLRV. _ - OVER, VILLAS AT CROSSTOWN WOODS ST1 i -- SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY A I EGITIMATEI o 150 SOUTH BROADWAY WArzATA. MN. 58]81 (11W)47"M(11W)47"M RSMr -- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING i° de __t _ -- -- -- ROBERT8A10P.E oh MINNESOTA VILLAS AT CROSSTOWN WOODS, LLC ST3 DATE + _ _ _ _ FROM LLEGIfMATE USE. 0528118 DM: Lk. No. e4ZR es KP Prellrninary Plan Set Sheet 6 of 14 \ V23 4, $e L.{. _- 160T�. NV/ - II yr__ ,_. __ ' e ! 7 8 fi 3 P + t ' 160TH LN. NW It ,22 OD 3 z ci Z Z x ?� K I s _ _ 1_ V12 V11 V10 I V2 V1 V21 _ �; I - - V9 V8- V7I V6 VS V4� RECEIVE _. 0 3 w V20 = - -2019 i2 /' � ,t A 41 5 iV,9 �' -- _ - CITY OF ANDD F Nil �k�l NG -596.0 1 YR -599.3 a w o - 70 YF -Im.e 100 -14) sor 1 - wT"'p4t _V1810 Bl" g r 0 7,D 0 ,IIL— Mo'nne saYR-M.4 4.. c!ShI fl aE.ern9ary .9m`torn-e.e 9 i00 YR - 141 f OWeP-O"-wm�.Exe+neF n.im-n 8 6:oss (OOt.sw90 me„ m _ 900..e.xr�n - _—_--__ _ _ _ _ e r ro +9 (maal + MILLER WOODSRU i _ �MHEi — — —4TH ADDIPON f I n I 9 I ND: r6.e mw MovecOsa �I enrsa OR 25W 35W oo>wnv l Ii II �mcil_ OUTLOT BecN MILLEOODS �RESTORE YARD +- - All nial OLIVE ST.NW 160TH LN. NW ee &a e„ ,` owNrtas �er�M r. 31'9 e � a �i� xxeowxxNnrtnCrannrwme,v.EnelfvMm taM x $I� 3� --. .,tc,mac gR ° q I- w,onwrt,rtv'esn,rwnen.y'te.m 3ee.ereaar -- _ Ali 8 m920 e S F SI aIy FG a __ _.-_._. _ ar0a y2211%L i 1F3Y _ _ 910• _. -- ...°,r --- — EG -me xoow EG___ --- 4 920 910 900 §14 900 �N n �I� 8901— -._ _ T__ - - 89D �� do �� nn n oIY n -A m m o m rt m g m" $� m g ri � � o 0 0 v � mw o rnm m w ne rnm m m mp Aae I ma a W 6.50 7+00 7s50 8.00 6.50 1 9+50 71 10.50 11.00 11.50 14.00 72s60 13e00 13.50 14+00 11+50 15.00 15M.0 16M0 16.70 17.00 17-050 18.00 18.50 (r 19100 10N50 20.00 21 21+00 EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. (UTLRV QUALITY v/,`\\v\ LEVEL B) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL 50 25 0 25 50 100 EXISTING UTLRES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE J FOR ANY AND ALL DAMAGES ARISING OUT OF HB FAILURE TO EXACTLY LOCATE AND ,I, Y, ' m 0 ■ PRESERVE ANY AND ALL EXISTING UTILITIES. CRS SCALE N FEET DRAWING NAME NO. 8V DATE REVISIONS I HEREBY CERTIFY THAT THE PLAN OR SPECIFICATION WAS CRYPROJECTNO. FILE NO. _ _ USE(NCLUDNGCOPYNG.DBTRBUTIDRANDKK2CONVEYANCEOF VCT - ST _ 01 ERJ pBr1_2I79 CCWDCAMMENTREVBgNS NFORMNTgN)OFTHE PRODUCT BSTRICTLVPRd/BIfFDWR/Nx1T PREPARED BY ME OR UNDER MYDNECTSUPERVBgNAND THAT I+6a9 sbq�f 19•Id PRELIMINARY STREET PLAN dy3ea-04B DRAWN BY 02 ERJ 07/10179 _ Cl COMMENT REV6gNSSATMRE-BERGOUBT, NC.'9 EXPRESS WRITTEN AUTHORQATgN. UBE WRHOIftAM ADULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 1 a //LL p p p/'�/'�t 1 �+T INC.1 03 ERJ 07/75/19 STORMWATER REVISIONS SAID AUTHORIZATION CONSTITUTES AN LLEGITMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA I T SATHRE-OEf GIDUIJ I C- -- - - - NDEMNFYSATHRE-BERGOUBT,NC.OFALL RFSPONSBLRV. a -""'1— ' VILLAS AT CROSSTOWN WOODS CHECKED BY �� 1505011TH BROADWAY WAYZATA, MN. 56391 (912)47660DD ANDOVER, STZ SATHRE-BERGQUBT,NC. RESERVES THE RIGHT TO HOLD /WYLLEGRMATE - RSM �__ _ _ _ - USER OR PARTY LEGALLY RESPONSBLEFOR DAMAGES ORLOSSES RESULTNGROBERTS� STAD,P.E, fury♦r MINNESOTA �/ILLp,gATC,ROgSTON/NVVOOpS,LLC ST3 DATE FROM LLEGRMA7E USE f F 07!29/19 Date. / 9 I -I No.'T" •c Preliminary Plan Set Shee17 of 14 Fz 3 %r A 0 0 D RECEIVED JUL 10 11119 CITY OF ANDOVER 940 _. - - __.- _. _... —..- — ---- —___ ---. _ - 940 NORWAY ST. NW NOxrt mAbMY XONREIEY.Ni.11 wmaa,.bm 930 j 930 R:,14 it Lnc,moe a!: ew ff s r Xo. nue vnP�il .._ s. A A X w,erux.bao l,C+bN L Iw mm w1 E A,P 920 L2 oxrtmun —_ Lvc,mm _- avrtnwb.>e� B! Bae 99.q �avrtsw sl.nm — iwvvr srw n.nm--1 �.; 920 �oart[LEv: urmli �— Lavrt nxzwu, �iowrteevma 9 A�' B: Iwrtexv. Bose 5A SR Lava E,cv-yr ', , �'r,a lavrtaEv.wn ', mmwx,ma, �a ?� I� e� wirEivvw �� i o10 wl Fea'wan oA R� 1t61 B� r� wpm YMAM 4 y N,ttll PM 4^ IP rvIF,EVa011f 6 w xY,�S Fc 910( 9 1 ., L S �_ ,ax -----' - °--- ----' ----- - s-_ 10 � xA,11 EG L qua I x.w+ I aam�_ 990 I 900 890 -- - - - - 890 1 1 n$ $ J; � oq z ry .-im $ 3 NgR ^$ @R a? N3i ny m ^.. n .$ n a 26a50 2700 2750 28.00 28+50 29.00 29N50 30.00 30.50 31W0 3150 32400 32+50 33w0 33.50 34.00 34.50 35.00 3550 36.00 38+50 31.00 37.50 3N00 35+50 39,00 9 EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. (UTILITY WALT' 50 25 0 25 50 100 LEVEL B) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL RE60iiii immi 0 a 0 m i EXISTING UTIRES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE SCALE N FEET FOR ANY AND ALL DAMAGES ARISING OUT OF HB FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTLRES. DRAWING NMIE NO._ BY DATE REVISIONS-._USE(NCLUDNG COPYING. DISTRIBUTION, ANDA7R CONVEY NICE OF (HEREBY CERTFY THAT THIS PLAN OR SPEC FCATION WAS CRY PROJECT NO. FILE NO. VCT -ST 01 ERJ 06/12/19 CCWD_COMMENTREVBIONS'NFORMATION)OFTHIS PRODUCT ISSTRCTLYPROHBDEDWITH( XIT PREPARED BY ME OR UNDER MYDRECTSUPERVISION AND THAT I EEas s � 19.16 PRELIMINARY STREET PLAN DRAWN BY 02 ERJ 07'10119 CRY COMMENT REVISIONS SATHRE-BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORUATION. USE WITHOUT AM ADULY REGISTERED PROFESSIONAL ENGINEER UNDER TME �� � 49365-0de MN 03 ERJ 07/15119 STORMWATER REVISIONS SAID AUTHORIZATION CONSTITUTES ANLLEGRNMTEUSE AND SHALL THEREBY LAWS OF THE STATE OFMNNESOTA W a SATHRE-BERGQUIST INC. -- '- -- INDEMNIFY SATHREAERGOUIST, INC. OF ALL RESPONSIBILITY. - CHECKED eY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY A IEGITNNTE ryye < S', ye. '--, q lwsouTH BROADWAY WAruTA, MN. ss361 (esz)�iBeaoo ANDOVER, VILLAS AT CROSSTOWN WOODS ST3 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING r� i° 'y¢ MINNESOTA DATE �__ .- +_ - _ _ FROM LLEGRMATEUSE. "'�H VILLAS AT CROSSTOWN WOODS, LLC ST3 ROBERT 5. STAR, P.E.P,E. c;1 ?� DeR. nC''7 'Y L'c, No.-�-64Z_g s " 2.02 Case IIIB, Sight < 125'I 180' 300' Distance = dl = 725 ft. STOP BAR MnDOT Road Design Manual, Chapter 5, Section 2.02 Case IIIB, Sight Distance =d2 = 1200 R. u 1 a[MILLI=KWI UU9J o MHEU101 RUM, �TH Ad�I. v9 u7 .90 8o �VIGN} 9WM7E .93.0 o (goo 5) 1YR•DID 14,9 Q90 908 p7 RM10R 5A 4 BF 903.0 BF 904,0 1 19YA• AB REMOVE CD>5LQ 906.0 LO 907.0 BF 903 R1D 's9 99.9 RESTORE YAR&O I LO I 9<G 5 \ / s( OUTLOT J 1 BEGIN cac AND DRA�EWei 9110 GF 912.0 GFLO 5 '$Soy �.\ MILLER WOODS RE"1O� A I m G m m k' 9115 / BA. / \ AND DRMFxy1'AY \ -I - - I / ° 4t?f 4TH ADDITION dory DATN NN CS BEGIN �� o MILLER WOODS EXISTING UTILITIES SII OWN ARE SHOWN N AN APPROXIMATE WAWMLY. THE _ °"-s.w`0 FOND -DF rOm $ 4TH ADDITION fi0 21 0 M 50 100 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING - - ````/ .S NMA-wA1DRv1 4 4 J UTILITIES BEFORE COMMENCING WORK. HE AGREES TO 13E FULLY RESPONSIBLE FOR ANY, jr - I �p • • •^ '�' � MEMO ■ AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE "FEET AND ALL EXISTING UTILITIES. DRAWING RAW NO. BY I DATE REVISIONS I HEREBY CERTIFY THAT THE PLAN OR SPECIFICATION WAS CT'PROJEGT NO. FLENO. USE INFORMATION) (INCLUDING COPYING. D PRODUCT IS SIGN• AMIIOR CONVEYANCE OF VCT • UP 01 Ea Od1249 _ " C_cw0 COMMENT REVF,as_ _ NForwarnN) of THIS PRooucT Is sracTLv PROHIBITED wrtHour PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 tt"s i�i� - SANITARY SEWER & W ATE R MAI N PLAN 49368-M DRAWN SY 02 _ERI 0_771_04_9 _ CRY COMMENT REVISIONS SATHRE-SERGOUIST, NC.'s EXPRESS WRI TEN AUTHORIZATON. USE WR110UT AN A DULY REGISTERED PROFESSIONAL ENGNEER UNDER THE � Ea MJV M ERJ 0771549 STORMWATERREVISI NS SAX)AUTIORGATIONCONSTITUTESANLLEGITMATEUSEANDSHALLTHEREBY LAWSOFTTHESTATEOFMINNESOTA SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-SERGOUIST, INC. OF ALL RESPONSIBILITY.a 150SOUTH BROADWAY WAYZATA, MN. 55391 MS2)47&9000 ANDOVER, VILLAS AT CROSSTOWN WOODS UP CHECKED BY _ SATHRE-BERGOUIST• INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. TAD. P.E. �ry ,�'" MINNESOTA VILLAS AT CROSSTOWN WOODS, LLC p DATE FROM LLEGnMATE USE. Fns v�F 1 OY1W79 Dara: Lc. No. 4Z8 -C N ANCE-BM. NW __-_ - - -- NSTANCE BLVD. NW C C J C I a - 1 1 24 "'pj10 V25 V26 V27 V28 V19 V30 V31 n m.n nmi mmm . Immo imoni IPM1x Venn m� � Iowan - i"S < m361 m �n �m m�a1 ns 1 Mn k9WA BF 906.5 BF 90eJ p _ MMS S'�e18 x �pu� OF 90W BF905.7 LO MIA w"O RM: a' -L _ BF90S0Nv w; CS) CS 10909.7 106 LO aF r 1F 911.7 LO WeS LOW9.5 o�9 TF9O3 LO ,' Lome OF 99.3 BF9063 Ri gp),Z LO LO CS CS CS " )F91]e TF en.e W75� NV:9I7 B O;'2.P '•. -- V2 _ C$ em 111 ': rF v9a 9006 " GF99A GF 99.3 k 91W OF 910.1 OF 911A d MM v� %16 OF 91.0 i GF N50 TF 910e OF ll OF 91..0 " Of 91}5 •y LIF 9113 GF 910.! Tr rr enA OF 910.) ' �. 01 ap0.3 NV OM1 ! 11 i - MH. ° •� .; 0 OLD '2,6 - 1 TM LN. NW �y MM3 RN' M3S RM; 9121 ^ 1504LNfAV .. e1D.'• 9 ` azaNV MIA,2 NV �,7 m v tp 00 �V22�U(?gyy NY KVPO '].Z DO MMB JI RM 9171 �( a ' GF 910.! GF 911.0 OF 91].S Blf1; v GF 91}d , OF91&5 OF 9140„ TF 91}6 OF913.5 OF 912.5 GF 910.) J n �. If o ~ ,3y) °`n O.m . Q NV991Y BLD"11 OF 900.5 .'F'F�•0 - TF9f16e ,-'rF 900.3 ._ GF91x.9 IF 911.3 '^'�F912.S •`. WO ,. 1F N].3i i' )i 914] .. aae WO; WO WO TF 91}9 1F 913.9 911.9 „ TF911A WQ WO LO CS i ., RM. 4'O.a Uk J'O ,� i 3 t, NV: 165.9 ' O$ CS OF 905.3 WO OF 99.3 OF MAO BF90&3 UN" BF MIL3 ' OF 90&9 OF 904.5 LO "A OF MIA --( BID '416 ❑ J_j OF 90&2 MOOG.7 V12 Vtt V10 m,n s.a V2 Vt Z V21�y-�-Q 6 - __ - _ _ �n qua IYn _ V9 V8 V7 VIS VS inavw 1m•m ndn man V4 V3 «.w U 4. - 9,w,,, xs, 1n nm,u ,9a1 w u1aB1 3r � y 3 4 nn A9 _ V13 Jr - RM"9'43 i - INV q_ OLD -FA a•1 n n 9 8Q0ba 0`11114 4404 V14_ Lt[i,9 V19 u - sea p=POND Q 899 N 0 l tll 11 nM 9'0.2 ^e 1YR-8993 C ��`� nV a35z m' Q� -_- " 1 0 jll , 10 YR -899.8 `3 eLDs m k ey - 100 YR -900.5 � ss E n go _ 9 ✓1 « (Alla 14) 6 V18 k I - N k of V.15 - tit 15 10 - a . �; V1716 U) 01 ME WH OUTLOTA o0v e �1N9rs MnDOT Road Design Manual, Chapter 5, Section 2.02 Case IIIB, Sight Distance =d2 = 1200 R. u 1 a[MILLI=KWI UU9J o MHEU101 RUM, �TH Ad�I. v9 u7 .90 8o �VIGN} 9WM7E .93.0 o (goo 5) 1YR•DID 14,9 Q90 908 p7 RM10R 5A 4 BF 903.0 BF 904,0 1 19YA• AB REMOVE CD>5LQ 906.0 LO 907.0 BF 903 R1D 's9 99.9 RESTORE YAR&O I LO I 9<G 5 \ / s( OUTLOT J 1 BEGIN cac AND DRA�EWei 9110 GF 912.0 GFLO 5 '$Soy �.\ MILLER WOODS RE"1O� A I m G m m k' 9115 / BA. / \ AND DRMFxy1'AY \ -I - - I / ° 4t?f 4TH ADDITION dory DATN NN CS BEGIN �� o MILLER WOODS EXISTING UTILITIES SII OWN ARE SHOWN N AN APPROXIMATE WAWMLY. THE _ °"-s.w`0 FOND -DF rOm $ 4TH ADDITION fi0 21 0 M 50 100 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING - - ````/ .S NMA-wA1DRv1 4 4 J UTILITIES BEFORE COMMENCING WORK. HE AGREES TO 13E FULLY RESPONSIBLE FOR ANY, jr - I �p • • •^ '�' � MEMO ■ AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE "FEET AND ALL EXISTING UTILITIES. DRAWING RAW NO. BY I DATE REVISIONS I HEREBY CERTIFY THAT THE PLAN OR SPECIFICATION WAS CT'PROJEGT NO. FLENO. USE INFORMATION) (INCLUDING COPYING. D PRODUCT IS SIGN• AMIIOR CONVEYANCE OF VCT • UP 01 Ea Od1249 _ " C_cw0 COMMENT REVF,as_ _ NForwarnN) of THIS PRooucT Is sracTLv PROHIBITED wrtHour PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 tt"s i�i� - SANITARY SEWER & W ATE R MAI N PLAN 49368-M DRAWN SY 02 _ERI 0_771_04_9 _ CRY COMMENT REVISIONS SATHRE-SERGOUIST, NC.'s EXPRESS WRI TEN AUTHORIZATON. USE WR110UT AN A DULY REGISTERED PROFESSIONAL ENGNEER UNDER THE � Ea MJV M ERJ 0771549 STORMWATERREVISI NS SAX)AUTIORGATIONCONSTITUTESANLLEGITMATEUSEANDSHALLTHEREBY LAWSOFTTHESTATEOFMINNESOTA SATHRE-BERGQUIST, INC. INDEMNIFY SATHRE-SERGOUIST, INC. OF ALL RESPONSIBILITY.a 150SOUTH BROADWAY WAYZATA, MN. 55391 MS2)47&9000 ANDOVER, VILLAS AT CROSSTOWN WOODS UP CHECKED BY _ SATHRE-BERGOUIST• INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. TAD. P.E. �ry ,�'" MINNESOTA VILLAS AT CROSSTOWN WOODS, LLC p DATE FROM LLEGnMATE USE. Fns v�F 1 OY1W79 Dara: Lc. No. 4Z8 O z F__ ` 125' / i DistanceSediB, fight MaMnaDOC Road Design 180' _ / — — — — - / - - — 2.02 Case ill 5, Sight tN 31�+ � - se 1116. Slght — — o _ Distance = d2 = 1200 ft -- ---- — -fes— - $TORBAAR - -- Cd —'--- NSTA..NCEEC�NW--------- T INSTANCE BLVD. NW - • iS f 902 1 i t% i L% n it% x I 1% � tY s _ t% .._ a-\ W iwa.. 1 t'w T. 1 W. NW LN. NW r .,�.r — ems. y MEN 1 -- =- - , (a _ POND \ NWL-a IL nr:9 v,al •BQ1D 10 VR - 899 tl ;. wmcsV ;I 1M VR79006 ; s F4 n44i.r - 5 St9' I �_ N rn.VE la®slonn m,n olT Oi ia,ubNe P�W�✓b inl .0 # WI+ —� i Ui rw14a / ,wroE 99.9IT- MILLERW ODS — — — OUTLET STRUCTURE - POND #1 -OCS 26 I BY I DATE TOP BACK • W1 TLY PR CONVEYANCE OF NG COPYING, DISTRIBUTION, IS STRICTLY USE INFORMATION) INFORMATION) OF THIS PRODUCT IS STRICTIV RtOHBRED WID10l1T SATHRE-SERGOUEiT, NC:s EXPRESS WRITTEN AUTHORO:ATON. USEWRHWT SALT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY RESPONSIBILITY. NTHRE-B S&THRE-BERGOUIST. ERVE OF THE RIGHT LOSSESNY USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING USER OR PARTYGALLY RESERVES DAMAGES FROM LLEGffMATE USE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MNNESOTA ,j,,,, s- HWL'9 2— 0.764WE FILE NO. PRELIMINARY STORM SEWER PLAN ,,,��,6 SS , VILLAS AT CROSSTOWN WOODS JJ VILLAS AT CROSSTOWN WOODS, LLC SS (BASH FULL ERJ _ERJ ERJ — — _ - 0&12H9 07/70/79 %/75/19 ANA YSR) ta16 T ANDOVER, MINNESOTA CHECKED er DAT - ROBERT S. STAR, P.E. Date: LIC. No. 2�,4T-8 OYNI79 I Preliminary Plan Set Sheet 10 of 11 BOTTOI9LRa TOP WER •Pro 7 B•ORIFICE RY-600.5 N -811Ba t IlXL - STRUCTURE - POND #2 - OCS 12 TOP 0.ACK-901.) zt•acPee9n� II T D � m MH ,9, 4TH PlQPI. N / o JP 1 A . T - O' $, I me. f .y9t.9 SR .909N $ m _ m O N I � 1ta6la .e669 :r - . yp;p nrw tl azo: BF 903. BAF 906.0 Uo MH Ez �., / au cosy I �3 $ o e96.1a o~ m $ I tom-tI66F! -- -_JF-�-�� T REMOVEC [ 0-- -. -- LO g07.0 BLD 5T ARS 9pz.o-. RESjKfRE Y O LO — — — — — !-O 3'6 / — .fi6B0 DRIVEWAY t A �EGNCaG i ANO stt.o I GF 91Z0 � CO C "tts \ MILLER WOODS � REMOVE OUTLOT m� ♦+. A GFa) '0/` RESTORE YAf� g $ o \ — 5 ',: qa 4TH ADDITION / WDDRMWAY roo Ta O w N S 1 BEGIN m / 50 75 0 ZB 50 100 ,�' MILLER WOODS 1 4TH ADDITION --IN FEET EXISTING UTILITIES SHOWN ARE SHOWN N AN APPROXIMATE WAY ONLY. (UTILITY QUALITY LEVEL 8) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTLITES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTLRES. DRAWING NAME NO. I BY I DATE I REVISIONS TLY PR CONVEYANCE OF NG COPYING, DISTRIBUTION, IS STRICTLY USE INFORMATION) INFORMATION) OF THIS PRODUCT IS STRICTIV RtOHBRED WID10l1T SATHRE-SERGOUEiT, NC:s EXPRESS WRITTEN AUTHORO:ATON. USEWRHWT SALT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY RESPONSIBILITY. NTHRE-B S&THRE-BERGOUIST. ERVE OF THE RIGHT LOSSESNY USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING USER OR PARTYGALLY RESERVES DAMAGES FROM LLEGffMATE USE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MNNESOTA ,j,,,, s- Ea9 ey �� hFEa $ SATHRE-BERGQUIST, INC. m m 1505WTH BROADWAY WAYZATA, MN. 55 7 (962)6780fC0 Pah w ���¢ fqs v�F CT'PROJECT NO. FILE NO. PRELIMINARY STORM SEWER PLAN ,,,��,6 SS , VILLAS AT CROSSTOWN WOODS JJ VILLAS AT CROSSTOWN WOODS, LLC SS WT -UP 07 ERJ _ERJ ERJ — — _ - 0&12H9 07/70/79 %/75/19 _ CCVYD COMMENT REVISpNS _ _ _ _ _ _ CITY COMMENT REVISIONS _ STORMWATER REVBONS -" - - -- _. -- ta16 DRAWN BY 0 MN 03 ANDOVER, MINNESOTA CHECKED er DAT - ROBERT S. STAR, P.E. Date: LIC. No. 2�,4T-8 OYNI79 Preliminary Plan Set Sheet 10 of 11 LOTTAGU1A71ON-VILLAS ATCROSSTWON WOODS Single Lot No. House Type Gar. Floor Curb Eley. Driveway Slope % LOW Floor Elev. 100 -yr. HWL -Highest SaLktO Anticipated Back 106 GTn4 water yr. HWL Hes'. Sin le 1 LD 911.5 909.51 5.8% 903.1 90D.5 N/A 898 Sin le 2 LO 912.5 911.31 3.4% 904.1 900.5 N/A 898 Sin le 3 LO 913 91L80 3.4% 904.6 900.5 N/A 898 jingle 5in le 4 5 WO WO 912.5 911.3 910.68 909.29 4.8% 4.0% SIDLI 9029 900.5 900.5 N/A N/A 898 Single 6 WO 911.5 909.66 3.1% 903.1 900.5 N/A 898 Single 7 WO 911.5 910.14 3.396 903.1 900.5 N/A 898 Sin le 8 LO 911 908,68 6.8% 902.6 900.5 N/A 898 Sin le 9 WO 911 908.10 62% 903.6 900.4 N/A 898 Single SO WO 1 912 910.02 5.0% 903.6 900.4 N/A 898 Single 11 WO 1 912 910.15 4.2% 903.6 900.4 N/A MIS Sin Ie 12 WO 912.5 909.58 6.0% 904.1 900.4 N/A 898 Villa V1 CS 910.7 909.35 4.5% 907.4 900.4 N/A 898 Villa V2 LO 911.5 WSAO 5.7% 903.8 900.4 N/A 898 Villa V3 WO 912.5 91L13 4.696 904.8 900.4 N/A 898 Villa V4 WO 913.5 912363.8% 905.8 9W AI N/A 898 Villa V5 WO 914 91287 3.7% 906.3 900.4 N/A 898 Villa V6 WO 913.5 91258 3.1% 905.8 900.4 N/A 898 Villa Villa V7 V8 WO WO 913 912.5 911.83 910.91 3.8% 4.9% 905.3 904.8 900.4 900.4 N/A N/A 898 898 Villa V9 WO 911 909.98 3.1% 903.3 900.4 N/A MR Villa VSO CS 1 910.5 909.03 4.4% 907.2 900.4 N/A 8911 Villa V11 CS 909 908.15 2.6% 1 905.7 900.4 N/A 8% Villa V12 CS 908.5 907.24 3.7% 905.2 900.4 N/A g9g Villa V13 WO 911.2 930.25 3.1% 903.5 SODA N/A 898 Villa V14 WO 911.2 909.94 4.1% 903.5 900.4 N/A 1198 Villa V15 CS 909 908.18 25% 905.7 900.4 N/A 898 Villa V16 CS 907.5 905.80 5.6% SO4.2 900.4 N A 898 Villa V11 CS 907.5 905.72 S.9% SD4.2 N/A N/A 898 Villa V18 CS 909 90820 25% 906.7 N A N/A 898 Villa Villa V19 V20 LO F LO 911 911 910.02 90855 2.1% 2.5% 903.3 903.3 902.9 902.9 N/A 1 N/A 898 898 Villa V21 CS 909.5 907.56 3.1% 906.2 902.9 1 N/A 898 Villa V22 CS 908.5 9176.89 29% 905.2 902.9 N/A 898 Villa V23 CS 908.3 906.92 4.7% 905.0 902.9 N/A 898 Villa V24 CS 908.3 907.74 4.6% 905.0 902.9 N/A 898 Villa V25 CS 909 908.64 4.0% 905.7 902.9 N/A 898 Villa V26 CS 909.5 909.49 1 27% 906.2 902.9 N/A 898 Villa V27 to 910.7 910.41 3.8% 1 903.0 902.9 N/A 1198 Villa V28 LO 911.4 911Z7 3.1% 9D3.7 902.9 N/A ' 898 Villa V29 LO 912.5 91120 3.9% 904.8 N/A N/A 898 Villa V30 LO 913 91286 27% 905.3 N/A N/A 898 Villa V31 LO 914 91159 3.8% 906.3 N/A N/A 898 Villa V32 LA 914.3 91L34 5.7% 906.6 N/A N/A 8.98 Villa V33 CS 912.5 910.07 3.8% 909.2 N/A N/A 898 Villa V34 C5 911.5 909.23 4.7% 908.2 N/A N/A 898 Villa V35 [S 910.5 909.42 4.2% 907.2 N/A N/A 898 Villa V36 CS 9]0.7 98.10 4.1% 901.4 N/A N/A 898 HOLDDOWN DETAILS VILLA STYLE HOMES GENERAL NOTES: I, THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPGA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A Q5' RAIN EVENT. A COPY OF THE INSPECTION REPORT MOST BE EMNIED TO THE ENGINEER PND DEVELOPER ON A WEEKLY BASIS 2 THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORONICE WITH TME CITY OF MUFF, F. FOR ALL STORM SEWER INLETS AND MNNTNN THEM AS AN EFFECTIVE SILT CONTROL DEVICE WLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. CATCH BASIN INLET PROTEC71ON TO SHALL BE REMOVED PRIOR TO WINTER FREEZE ANO REPLACED SPPIN(y 1 ALL N MMNG WALLS WILL REOURE A STRUCTURAL DESIGN. A BUILDING PERMIT e A FINALINSPECTION REPORT. A IF SITE STABILIZATION IS NOT ACHIEVED OR AT THE DIRECK T OF ME CITY ENGINEER. A VCRUSHED ROCK ENTRANCE BERM SHALL BE PLACEO AT THE SITE ENTRMCE. TO REDUCEMUM SILT PENCE, AND MINI EROSION ON TO THE STREETS THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH k SLOPES (SEE DETAIL) S. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PPD AND STREET MEAS THROUGHOUT CONSTRIICRON 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOL MATERIALS FROM LEAVING THE SITE BY EROSION MO VEHICLE WHEEL TRACKING. HE SHALL SE RESPONSIBLE FOR CLEANING OF STREET. BOULEVARD AND UTILITY FACKITES THAT RECEIVE MY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL 7. EXISTING UTILITIES SHOWN ME SHOWN IN M APPROMMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE IHE EMCT LOCATION OF MY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR MY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL EXISTING UTILITIES, B BULGING PMS ARE 60 DEEP N VILLAANO M DEEP VILLAS, UNLESS OTHERWISE NOTED. THE FRONT ANO REAR BULpNG PAD "NES ME SHGWN ON THE PLAN THE ENGINEER SHOULD BE CONTACTED( THE CONTRACTOR HAS MY OUEST ONS REGARDING BALDING PADS REM PAD ELEVATIONS SHOULD BE ESTABLISHED BASED OFF THE 3:1 SLOPE FROM THE 26 FLAT BENCH. OR AT MOST SO' BEHIND FRONT OF PAD, 9. ALL CONTRACTOR VEMCLES SHALL BE PARKED WITH THE CONSTRUCTION UMTS 111 A POST CONSTRUCTION TEST TO BE CONDUCTED ON INFILTRATION BASIN MB FILL BASIN TO A MINIMUM DEPTH OF 6INCHE5 AND MONITOR TIME NECESSARY TO DRAIN COON CREEK WATERSHED DISTRICT REPRESENTATIVE $HALL BE NOTIFIED PRIOR TO TEST TO WITNESS RESULTS. 11. SOIL DECOMPAC"ON TO BE COMPLETED TO A MINIMUM DEPTH Of 6INCHES OVER THE ENTIRE SITE TURN LANE SECTION ANOKA COUNTY HIGHWAY DEPARTMENT E DESCRIPTION E FINISHED GRADE PER g E 'S H O N SB W T EL FINISHED GRADE PER -GRADING RAN GARAGE RCOR H GRADING MN p H SIB GARAGE FLOOR W T EL 25 BELOW GARAGE RIXIR R M H FINISHED GRAM PER 0 N EB GRADING PLAN! FLOOR W T L IIT IT 25 BELOW GARAGE FLOOR ItZ' 13 1 I,� IT I 1,V BELOW GARAGE POOR TYPICAL URBAN STREET SECTION BFM'O ELEVATION 1 340 GRINDEEVATI GRIND ELEVATION AT LOI%%XC%) = �� GRIND ELEVATION AT WO IXXXAI (J.LOOT( CO. ` 11 1Z1 [ /REM PAp ELEVAIBJN CURB \ , REM PAD ELEVATION % CUAOBSMT RN SET, TOPSOIL B9MTFlA bx! *IMA( ,AN \?. TOPSOIL BE" I RIGHT-OF-WAY ]. THESE DETAILS REFERENCE _ _ - - a _ - _ _ ' � r.- 5P Las IT Ta w u' 'F m CATCH BASIN-�-�- i~ 50 STORM SEWER MANHOLE 7 IFI ENSURE PAO4IAE GRAINED 0 %D T r0 PAO n` FAD DRAWING NAME NO. M>EM ,LOOK ERN>TADNN oir[MEroRni SANITARY SEWER MANHOLE WALKOUT(WO) WALKOUT (WO) LOOKOUT (LO) CRAWL SPACE (CS) _ CITY PROJECT NO. _ - FILE NO. ' FIRST 110 OF ALL LOTS SHALL HAVE ALL UNSUITABLE --.-89-.- 06112119 WELL MATERIAL REMOVED AND sACKHL E04 COMPACTED (9 DRAIN FLOWRUNOFF ARROW --i WITH SUITABLE MATERIAL EMERGENCY OVERFLOW SWALE 4 CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLM. AR REOUMDBY THE CITY OF MOOVER OR DIRECTED BY TIE ENGINEER Z THEWATEROUALITYBA9 WSTSEEX VAMDATTHEBEGINNNGOFGRMNGOPEMT TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 2 BEGIN GRADING, INSTALL ORAINTILE RPE IN BASINS WHEN BASIN GRADING IS COMPLETE TEMPORARY O ANAGE RPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING TEE CONSTRUCMw PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER INSTALL SILT FENCE AROUND EXCAVATED BASINS 4. INSPECT BASINS. SILT FENCE, MD ROCK ENTMNCE BERM AFTER ALL RAINFALL EVENTS AS REOUREO BY' ME NPDES PERMIT. S. REMOVE PERFORATED RISER FIDE WHEN STORM SEWER AND OUTEETS FOR "INS ME1NSTALLED. B ALL SLOPES H NAA (UNLESS MOROI T. RESTORATION -(127 ACRES) A RESTOHEALL DISTURBEDMEAS"TH4- TOO' OF TOPSOIL. OR EXISTING OM9TEORGAMCMTRL B SEED POND SLOPESAND DETENTION AREAS WITH MWDOT 310OR MSR PB SEED MIXATARATEOF 100 LBSNCRE MO FERTILIZE WITH 20.0.10 AT IDD LSS.IACRE SEED WETLMD BUFFER AREAS WITH MNDOT 350LMESIC RiNPoE JX5 FLS USVACI OR BWSR 35-241 SEED MX AND FERTILIZE WITH 280.10 AT 100 LBS./ACRE (REFER TO WETLAND CREATIONFEANNNG PLAN FOR WETLAND SEED MX REWREMENTSI C. SEEDALLOTHER QSTUNBEOMEA NW MNMT2WATAMTEOF1M0 MCREM %RTg3 00TH p 10 AT Go LBSIACRE. (UNLESS OTHERWISE NOTED) D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE E MULCH WITH TYPE +ATA RATE OF 2 TO VACRE MO DISC MCHOR IMMEONTELY DETER RACEAENT. USE WOODFISER BLANKET ON ALL SLOPES 4:1 (FTI OR GREATER F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR MOUND ALL STORM SEWERWLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS FOR APPROVED UEVICES INLET PROTECTION MUST BE INSTALLED IN THE RECE VNG CATCHBASINS SOUTH OF THIS SITE G MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABUSHEO H. RESTOMTg RKWILLSECOMPLETEOMTNN12HWRSOFGRAgNGCOMFLETpN 4 anTEENCE-BEFOREGRADiNG- 3x.15LF MET FENCE -AFTER CRINGING- 1,355 LF 9. CONSTRUCTION SCHEDULE WITH HALL ROUTES MUST BE PROVIDED AT TIME OF PRE -CONSTRUCTION BY THE CONTRACTOR 10. REMOVAL OF EROSION CONTROL FEATURES UPON ESTABLISHMENT OF PERMANENT EROSION CONTROL BY THE DEVELOPER I UNLET PROTECTION (WIMCDE SMALL BE REMOVED BY THE CONTRACTOR POOR YO WINTER FREEZE. A REPLACED IN THE SPRING IF SITE STABILIZATION IS NOT ACHIEVED. OR AT THE DIRECTION OF TIRE CITY ENGINEER 12 RAT IS LOCATED WITH BOUNDARIES OF THE COON CREEK WATERSHED DISTRICT. HOLDDOWN DETAILS TRADITIONAL SINGLE FAMILY HOMES E E E nMEHED GRADE MR R GRADING PLAN . M Eg FINSHEDORADEFER - GRADING PLAN R N SS GRADING PLAN FINISHED GRAM PER R M SS GARAGE FLOOR W T E� GARAGE FLOOR WN EL GARAGE BOOR W T EB 2s'BELOW GMALE RQMt IIT, IT, 31Y BELOW GARAGE FLOOR 12'1 IS 25 BELDW GMIGEBOOR IIT 15- r~ I \ � Y LOOKOUT ELEVATION ,1�� _ � V STAND ELEVATION \1��L11�- tt���-0��� \ % GNNDELEWOTONATWOO LK) �� 2� /GRNO ELEVAnONATNO(%XX%) �2t REM PAD ELEVATION CURBS01 WEB F, �' FEAR PM) 11 ELEVATION CURB 8.0 \ 40 % }A i11MY TOPSOIL TOPS wJ I BBM�FLA OY' _ YH �� B6MTFLR YN " \\ TDPSCR BSMT FIR - 25' 35 For - 25 z5 IT IT is m -�SIT av -J �, -.. -. ENSURE FIXE BASEMEN PADS AHE DRAINED WFAO SO PAD ME M UMYMMl4rtol Lx.EuaFRAAAW l iWlEu VF.EPAO xW>F bT!!ti WALKOUT (WO) LOOKOUT (LO) FULL BASEMENT (FS) ' FIRST 110 OF ALL LOTS SRALL HAVE ALL UNSUITABLE MATERIAL REMOVED AND BAC MU ED A COIiACIED PITH SUITABLE MATERAL SYMBOL LEGEND DESCRIPTION Us I w `NNO �M�e.W� � �I�I� Ya[s1X sa IJRo !w yIq.NJ �: NKF n -w >.A .�. - - - -_._� 1`Wtv>M N>u It 4lR Pnl6,P u.8. FK.144 lie FP.AnUAUKA a 1 ' FEL A -T. 'FE -wl..T,AN .oP. TYPICAL URBAN STREET SECTION v1>n5 1DOV sl-MNo PWw BUILDING SETBACK BOUNDARY PARCEL BOUNDARY LINE 5071 - - - - - DRAINAGE AND UnUTY EASEMENTS HOLDDOWN DETAILS TRADITIONAL SINGLE FAMILY HOMES E E E nMEHED GRADE MR R GRADING PLAN . M Eg FINSHEDORADEFER - GRADING PLAN R N SS GRADING PLAN FINISHED GRAM PER R M SS GARAGE FLOOR W T E� GARAGE FLOOR WN EL GARAGE BOOR W T EB 2s'BELOW GMALE RQMt IIT, IT, 31Y BELOW GARAGE FLOOR 12'1 IS 25 BELDW GMIGEBOOR IIT 15- r~ I \ � Y LOOKOUT ELEVATION ,1�� _ � V STAND ELEVATION \1��L11�- tt���-0��� \ % GNNDELEWOTONATWOO LK) �� 2� /GRNO ELEVAnONATNO(%XX%) �2t REM PAD ELEVATION CURBS01 WEB F, �' FEAR PM) 11 ELEVATION CURB 8.0 \ 40 % }A i11MY TOPSOIL TOPS wJ I BBM�FLA OY' _ YH �� B6MTFLR YN " \\ TDPSCR BSMT FIR - 25' 35 For - 25 z5 IT IT is m -�SIT av -J �, -.. -. ENSURE FIXE BASEMEN PADS AHE DRAINED WFAO SO PAD ME M UMYMMl4rtol Lx.EuaFRAAAW l iWlEu VF.EPAO xW>F bT!!ti WALKOUT (WO) LOOKOUT (LO) FULL BASEMENT (FS) ' FIRST 110 OF ALL LOTS SRALL HAVE ALL UNSUITABLE MATERIAL REMOVED AND BAC MU ED A COIiACIED PITH SUITABLE MATERAL SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR MAJOR CONTOUR - - - -_._� 1 GNMOE LOT LIE WATERNAW -. ------ ----- BUILDING SETBACK BOUNDARY PARCEL BOUNDARY LINE - - -- _. -- - - - - - DRAINAGE AND UnUTY EASEMENTS 100 50 0 50 100 200 HEUTILITIES MY(UTIUTYAN NE EXACT AGREE TO BE FU MY AND ALLNS LEVEL B) THE CONTRACTOR CSHALL OMMENCING EXISTING COMMENCING WORK HEAGREESTO STOEEFl RESPONSIBLE D Is U REFERS TO DRAINAGE AND UTILITY EASEMENT CURB AND GUTTER - ---. FOR AND ALL DAMAGBEFORES LOCATLLY E HIS FAILURE TO E%ACTLVLOCATE AND ANDALLDALL RIGHT-OF-WAY ]. THESE DETAILS REFERENCE _ _ - - a _ - _ _ DRAINTILE WACLEAINOUTS - . . - - - - • - - - - BACKYARD CATCH BASIN -. Or -�.-• CATCH BASIN-�-�- STORM SEWER MANHOLE EANY PRESERVE ANY AND ALL EXISTING UnLITIES, EXISTING FIARED END SECTION WRIP-RPP STORM STUCTURE LABEL -_2.. DRAWING NAME NO. SANITARY STUCTURE LABEL !(3 5 SANITARY SEWER MANHOLE -•_ -d$-• •-�-• HYDRANT _ CITY PROJECT NO. _ - FILE NO. GATE VALVE --.-89-.- 06112119 WELL Q (9 DRAIN FLOWRUNOFF ARROW --i 19-10. EMERGENCY OVERFLOW SWALE DRAWNBY ERJ SOIL BORING LOCATION ---ST02 COMMENT REVISIONSI..IINFORMATION) -_-1 ryORMWATER e SILT FENCE a ""-` SATHRE-BERGQUIST, INC. TREE PRESERVATION FENCE - - -� - - - 03 - BARRICADE OR Sim 'Ti OR SPOT ELEVATION F9490 .vLe° T )C SPOT ELEVATION •r •-> UTILITYPOLE _ _ ' Q� LIGHT POLE ER HOLD T RESERVESRESPONSIBLE SSER 1a HANDICAP PARKING SPACE 150 SOUTH BROADWAY WAYZATA, MN, SSI81 (952) 478.6000 SAND INFILTRATION BASIN DETAIL FORST PUEn. SEWENefNG 1. 116TNL AWRORPATE TF.W WMv EROQ>N EO TIROLDEVICES TO WEVENT SEGMENT FROM LEANN, GN ENTERING THE PRACHLE WRING CO 3TRFFTPWI 2 ALL Dp/MGR/DIEM PEWNETER SEDIMENT CONTROL NAPS MUST Be IN PLACE BEFORE Mn UP PERFORM LNONJTUSINSPOL .9 FEROS PERFORM CINnNV W S INSPEcnCNS IX T:ROMon cMTRfX PRA[:TICEs. ESY£uMLV AFTER ENIIRNNFPLLEVENT, a B6rN1 ALL UFIER T WATER IN. FINAL OR$EVER ELEMENT. NATURAL Cs Ai. R[NE 16FA AUC. ETF) GAnORN TO SETTINGRIVALNnM CFMOPETENMNCEN(£ i BW[N GURO FN ST AUTAENNEAVE AONMUM OF FEET :11EEOARTEMPCPMPR NEIL BASINS WRIT' CONST ALI.]N LEANT A N 11 of .. FEEr a COVER DUMP THE PRALIILE TOPROTECTTA UM AHO VEGETATE ETATEILS FROM THERSNG & CCWLEiE SND VEE AYE VEGETATEON OTNERNTENNPROYEMENTS. T MMNSTWICTNIDIy WEA AMP, SAWNDE•4LE=ALLURINGnUCH AS TOP MONOF MULCH CNNNME MEA ENSUPE THAT TynMK F PRESENT) RESS WS SUCH FS TOP OF MEDIA TOP OF MULCHANDEOSINVERT OF OIERF WW si MSAFTEIIFHTONTIMENG CART, I 15REMOVEAMO IFBVJPIAv EROSION FANIflOL CENCE6 AFTER ME LOiipR.IryY' DPNFIKE AREA IB MOEWATELv YE(CTAIEO SAN=OMPOST SLEEP MEOW: W%M DGE SPEC 3149.2J MAXWILYg4. TT(FIM FILTER SAND AGEMGATEI ZV% MNOOT GIMCE 2 COMPOST :IM%ED P m TOP 3- ^- Y sewn spL eELaveAMN NMN 1 FEEn rre,vnnary clan aei Srxxn I1 oT is NOTER 1 GNMOE EXISTING SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY. QUALITY ^ NOTE-SIGNSOU SIGN WB NOTE SIGN SHOULD READ AS FOLLOWS: ELEVATION ANEALNN_YED TO OFTOPOA' GROUNDELEVATION AND PROPOSED OF TOPBGIL SNALL BE RAVEL 4.50 FEET 2 EEH GRADE AT ALL +o F,IOxr rARD unurr Z ESTABLISH "HIGHEST 100 50 0 50 100 200 HEUTILITIES MY(UTIUTYAN NE EXACT AGREE TO BE FU MY AND ALLNS LEVEL B) THE CONTRACTOR CSHALL OMMENCING EXISTING COMMENCING WORK HEAGREESTO STOEEFl RESPONSIBLE *WETLAND FILL IN STRUCTURES ALLOWED WITHIN.' CFINISHTIO EASEMENTLOAnREF ANTICIPATED WATER LEVEL = 899-0 PER WATER LEVEL SUMMARY ( REPORT ) J � 0 6 tm FOR AND ALL DAMAGBEFORES LOCATLLY E HIS FAILURE TO E%ACTLVLOCATE AND ANDALLDALL ]. THESE DETAILS REFERENCE SCALE IN FEET FEET REARTUREDEWNGATON WAIL MDA4TIONFORON NEMTGPFDGNOAnONm kr EANY PRESERVE ANY AND ALL EXISTING UnLITIES, EXISTING GROUND ELEVATION FON ALL LOLI(gli$ MO WALXOUTg. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE O I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS _ CITY PROJECT NO. _ - FILE NO. VCT -GP 01 ERJ 06112119 DOWD COMMENT KEVISWNS O THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THAT I 1Epas SQSA 19-10. GRADING & DRAINAGE PLAN a9368 -04R DRAWNBY ERJ 07/10119 ---ST02 COMMENT REVISIONSI..IINFORMATION) -_-1 ryORMWATER USE WITHOUT SAID AUTMORIZAnON CONSTITUTESANOUSE AND SHALL THEMES AM A LTHE STATEROFMED NNES�ONAL ENGINEER UNDER THE LAWS OFZATION. a ""-` SATHRE-BERGQUIST, INC. 03 - ERJ --- 07115-118 -- REVISIONS_ _ --- -- ---�INDEMNIFY SATHRE-BERGOWST,INC.OFALL RESPONSIBILITY. ANDOVER, VILLAS AT CROSSTOWN WOODS G P 1 CHECKED BY _ _ _ _ _ _ _ _ _ ER HOLD T RESERVESRESPONSIBLE SSER ^ J e� 1 - yv� � .Y, w^�( e ,�, , q 150 SOUTH BROADWAY WAYZATA, MN, SSI81 (952) 478.6000 7E _ AGES OTO TY LEG LLYNC. OR FOR LOSSESNY ESU RESULTING SLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I ROBERTS STI.P.E �oAG MINNESOTA LAS AT Ci. iOWN WOOD: OA __ __ - -_ _--IM 'FROMOREAA Dale: - "- Z / N0. L1e428 H.dWP Rs PL G P2 DSI29H ua rre,vnnary clan aei Srxxn I1 oT is e, izs 180, 300' - 1eaTNLN.rMz :6 -- - - - Sean 1y9LW-_ _ 1' .i �OJI ' a _ ELFV-909.3I-•---_I" ,^k dab ) GW -RAID __.. -.1 - � SB 02 ELEV4105.0-_ `a v22 M1 �. -- - - -. 4 GW -8 960 - i G� $1d� OF roes e 4 it sii.n err ettl Q1�136 St 913 5 0 GF 013 5 GF 2 5 J Z ✓ 1.. n i TF 90aB . I-TFam.] - - BF mee BFM.3 - b d 1 - 'OF�0.5 -} G 9128 TF913,3 TF 9136 GT1914�3 TF 913.8 TF 81128 V OF 9115-TFSIIf--• R P' 9] TF 9+28 WO WO F rF ene o n"� d a s --- l.S WO Wm sew � _ j CS CS�_ smis i; -tWa� eFaG.e WO WO er mea ELEva1z.7 �a ar 96r. 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S1 F„a °ms `� 4 In LLJ �.. - + ,4 �.9r1-.CYR-la?ce d Na cna N..0 4.1s Y - Ij �a0 �` •8 _ Il WM..•o L.,M Wil t 5'19,,. s. m •y _ - / aM inY MY _ __ byr �J-Iw�ewl o:81MMYWmbMT9NIY M) I xM0 rPr- -3 • Fmeq MILLER WOODS ..• W % rwd 9�Q - t"NTr� I ro-j p 1905.5 I _ II 1' Q o BF 903.0 IFI BF 9a.0 WETLAND BUFFER SDN --� - - - MOVE CD¢Q 906,0 Ld 907.0 BF Po35 // WB'., NOTE: SDN SHOULD READ AS FOLLOWS: .9R-0 ESTORE YARd.O LO I: 09065 'WETLAND BUFFER. NO FILL OR GN DRNEWai 9110 GF 912.0 / a PE - MILLERrWOODS Gr- Obu GV -3955 .m e. Ti.ax - pPpU bO N 0^ -i ]P / Nw`-.W. Wx d'NP91 BGA ✓' F, LR 0 1 YN-Bm.11 IQ VN B9B.59 vN-e99.Le. STOP BAR -CONSTANCE BLV Y -W- • NSTANCE BLVD. NW 9RAi+ -xpm.s .iw INS f 4 . +�( x90eA-(1Y�a9dA (1%dx90]MO .9065+ `9' :9usn 'r9Mh1] ,ppE,9.0,e.90a.ayr y1Y% •% eY)0®.Q-n %, '.AM.S Yt it 3j-' 2W va MR.b:E � _ � ... -,.. n .. 14N�F,� inr•`i-mi �' 9w KB ♦ ,mr mm:u _ x � L�� ergr . nuu,. , n...r ' • IraF49 ,.. rower _ ,xnuN I iiY""-" _ u T - aero • T•� p,ao V27 V28 ,30 V31 v:v32.N Mal b-109 VerV267 n a-1 p,N a N 5+ Loa LQW76 LLOe aFmt] eF rmA armee Lo 9m.e OF m92 I - s; , .,. 01h g e 1 a / • �ro ....a aF 9uOs.7 ,I rF z -_ O Lo A CJ L - - -- TF LO `F LO] LO .. _ CS .._ VW2 CS ._ �: �rA° Wm7A CS I;j I _. - fl r A+ CS IFW5 - d 1F m9.] I iF 'r ro 'LF• 91 p.2 : GF m9.B-?99�s- �� .. W911.7 GF611A _ .... 9129 Gf tlt2..•. 9t3J GF9130 TF 9N.l GF 9140 TF9LL6 - ti191e.) 19,29 GF912.5 TF9116 GF 1 Y1 6 _ ' . t. �. TF 919A ._ GF BoF _ T'9n.0 cr 9la.r _ _. - - -- - - 9 1eaTNLN.rMz :6 -- - - - Sean 1y9LW-_ _ 1' .i �OJI ' a _ ELFV-909.3I-•---_I" ,^k dab ) GW -RAID __.. -.1 - � SB 02 ELEV4105.0-_ `a v22 M1 �. -- - - -. 4 GW -8 960 - i G� $1d� OF roes e 4 it sii.n err ettl Q1�136 St 913 5 0 GF 013 5 GF 2 5 J Z ✓ 1.. n i TF 90aB . I-TFam.] - - BF mee BFM.3 - b d 1 - 'OF�0.5 -} G 9128 TF913,3 TF 9136 GT1914�3 TF 913.8 TF 81128 V OF 9115-TFSIIf--• R P' 9] TF 9+28 WO WO F rF ene o n"� d a s --- l.S WO Wm sew � _ j CS CS�_ smis i; -tWa� eFaG.e WO WO er mea ELEva1z.7 �a ar 96r. O / a,9o52 - X I - .w•s _ N V71 V10 q __�,e--_ _ :or - -0-iwn v1 �2 . me.) 3 BF mS O i by ptb 'r--e>n b.n t Vs -fr +:E Vs N. -V3 Gtt m h m `d --A . - O Q ' mnm ! b�wto© ,oe,. ;m.1e 1n9.� -' F°. , - 'M ",.9�+� U U ,1i ( .962.9 II 9x - ■�f■ .», - /'-T_-^ i f■ OR B§OLLa. Welland / t nse.swF (FIBT bo..- I & dM1 l - 4. N m n r�. 12r6IyaL Fwo yL5 y , i I - --o _ as �A l ✓� t;: L yO"_'p' I a ---- nr ,i. 1 d' _•v y *_m;� / -r=_.- �'- --ji�o_. - ,seas .�I 3.0` 4W GW -895.5 I 4f ,m3.6 - h 5i: �� g....t ,�,.. ) NNL•699.0 l c m 903 4k31 YR -8993 & m r a .m. 5 _ ^Una anUn 'i �^ ,/• I0(YR899.6 ---- kL� - r+- R- PrI-900.5 D fff I0Gr P ^� 3 A P9 M a �"'"-�k �6 V1 Wet l E /SII �. - ee ♦ etlt(nv POND a. !GWL-a9. Ito.. u•'.� NGWL I S a.:.m.. L..I'Np Pebn a I: .. I i o-� L `-.I 22•o I. S1 F„a °ms `� 4 In LLJ �.. - + ,4 �.9r1-.CYR-la?ce d Na cna N..0 4.1s Y - Ij �a0 �` •8 _ Il WM..•o L.,M Wil t 5'19,,. s. m •y _ - / aM inY MY _ __ byr �J-Iw�ewl o:81MMYWmbMT9NIY M) I xM0 rPr- -3 • Fmeq MILLER WOODS ..• W % rwd 9�Q - t"NTr� I ro-j p 1905.5 I _ II 1' Q o BF 903.0 IFI BF 9a.0 WETLAND BUFFER SDN --� - - - MOVE CD¢Q 906,0 Ld 907.0 BF Po35 // WB'., NOTE: SDN SHOULD READ AS FOLLOWS: .9R-0 ESTORE YARd.O LO I: 09065 'WETLAND BUFFER. NO FILL OR GN DRNEWai 9110 GF 912.0 / a PE - MILLERrWOODS Gr- Obu GV -3955 .m e. Ti.ax LN.6.a:1.N..1 rola ln�l � ; ° Wetlond M4 12 R ONR2A35W _) p �..� OUTL�1 100 YR.89576 //J/1,`\\ STRUCTURES ALLOWED WRHN.' • T III 1. O i t / r '1 III Yt 5 / BA- V d / !^ �l AND ORNW.AY 8 RESTORE YARCI o N N / 20 Qts 4Tf�ADDITION o h -I L - J /jl <" s / / ! . a 7 c" -11i 6 / MILLER WOODS hoar LEVEL8)meCONTRAC OR SHOWN SHALL DETERMINE APPROXIMATE FXACTLOCAT"OFANY DALL --- - . -. _. _ -/ / ej� / •"'^e .� NAL Y) "/ / / Fpm ! '' 4TH ADDITION 6° 25 o 28 so tJDB EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES O BE FULLY RESPONSIBLE \ JP - - / I& I •+••+ Z.M M 6 M oi 0=9 0 0 0 0 ■ FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND Cul-de-sac Removal Restoration -(repair existing driveways, yards, and irrigation/sod) E N FEET PRESERVE ANY AND ALL EXISTING UTILITIES. DM C NAME NO. BY DATE REVISIONS USE (NCLUDNG COPYING, DBTRBUTDN. ANOA7R CONVEYANCE OF I HEREBY CERTIFY THAT THIS PUN OR SPECIFICATION WAS CRY PROJECT NO. FILE NO. _ VCT • GP _ 01 ERJ O6I17/1B _ CCWD COMMENT REVISIONS _ _ INFORMATION) OF THIS PRODUCT B STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I et,93`s 3�n F to -u= G RAD I N G & D RAI NAGE P LAN ay DRAWN By 02 ERJ 07110/19 CITY COMMENT REVISIONS _ SATHREHIERGDUIST, INC.', EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGNF_FR UNDER THE MJV _ 03 ERJ 07115/19 _ STORMWATERREVISIONS _ SAID AUTHORIZATION CONSTITUTES INLLEGR9MTEUSE AND SHALL THEREBY UWSOFTHESTATEOFMNNESOTA - a SATHRE-BERGQUIST, INC. CHECKEDBY NDEMNFrSATHRE9ERGOUIST,NC.OFALL RESPONSBLITY. 1-7 150 SOUTH BROADWAY WAYZATA, MN. 55301 (952)4766000 ANDOVER, VILLAS AT CROSSTOWN WOODS (EYP SATHRE-BERGOUIST,INC. RESERVES THE RIGHT O HOLD PINY ILLEGRMIITE Jam/.,. >< - /"- o _ _ _ °+ RSM _ - USER OR PARTY LEGALLYRESPONSBLEFORDAMAGESORLOSSESRESULTNG u;o •• MINNESOTA -" DATE FROM ILLEGITIMATE RD013ERTS.Mo}STAp.P.E. L�.No• - - SFas PLN` GP 05/29/19 Prel'minary Plan Set Sheet 12 of 14 ' pPpU bO N 0^ -i ]P / Nw`-.W. Wx d'NP91 BGA ✓' F, LR 0 1 YN-Bm.11 IQ VN B9B.59 vN-e99.Le. LN.6.a:1.N..1 rola ln�l � ; ° Wetlond M4 12 R ONR2A35W _) p �..� OUTL�1 100 YR.89576 //J/1,`\\ STRUCTURES ALLOWED WRHN.' • T III 1. O i t / r '1 III Yt 5 / BA- V d / !^ �l AND ORNW.AY 8 RESTORE YARCI o N N / 20 Qts 4Tf�ADDITION o h -I L - J /jl <" s / / ! . a 7 c" -11i 6 / MILLER WOODS hoar LEVEL8)meCONTRAC OR SHOWN SHALL DETERMINE APPROXIMATE FXACTLOCAT"OFANY DALL --- - . -. _. _ -/ / ej� / •"'^e .� NAL Y) "/ / / Fpm ! '' 4TH ADDITION 6° 25 o 28 so tJDB EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES O BE FULLY RESPONSIBLE \ JP - - / I& I •+••+ Z.M M 6 M oi 0=9 0 0 0 0 ■ FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND Cul-de-sac Removal Restoration -(repair existing driveways, yards, and irrigation/sod) E N FEET PRESERVE ANY AND ALL EXISTING UTILITIES. DM C NAME NO. BY DATE REVISIONS USE (NCLUDNG COPYING, DBTRBUTDN. ANOA7R CONVEYANCE OF I HEREBY CERTIFY THAT THIS PUN OR SPECIFICATION WAS CRY PROJECT NO. FILE NO. _ VCT • GP _ 01 ERJ O6I17/1B _ CCWD COMMENT REVISIONS _ _ INFORMATION) OF THIS PRODUCT B STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I et,93`s 3�n F to -u= G RAD I N G & D RAI NAGE P LAN ay DRAWN By 02 ERJ 07110/19 CITY COMMENT REVISIONS _ SATHREHIERGDUIST, INC.', EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGNF_FR UNDER THE MJV _ 03 ERJ 07115/19 _ STORMWATERREVISIONS _ SAID AUTHORIZATION CONSTITUTES INLLEGR9MTEUSE AND SHALL THEREBY UWSOFTHESTATEOFMNNESOTA - a SATHRE-BERGQUIST, INC. CHECKEDBY NDEMNFrSATHRE9ERGOUIST,NC.OFALL RESPONSBLITY. 1-7 150 SOUTH BROADWAY WAYZATA, MN. 55301 (952)4766000 ANDOVER, VILLAS AT CROSSTOWN WOODS (EYP SATHRE-BERGOUIST,INC. RESERVES THE RIGHT O HOLD PINY ILLEGRMIITE Jam/.,. >< - /"- o _ _ _ °+ RSM _ - USER OR PARTY LEGALLYRESPONSBLEFORDAMAGESORLOSSESRESULTNG u;o •• MINNESOTA -" DATE FROM ILLEGITIMATE RD013ERTS.Mo}STAp.P.E. L�.No• - - SFas PLN` GP 05/29/19 Prel'minary Plan Set Sheet 12 of 14 e i� Of 1a V12 V11 V1U_ _ _. V2 V1 }H 4 — _ F p. V9 V8 V7 V8 VS V4 V3 N Z 111 � �;. ( 1 'SAL 12e I ' V15 Wetland 012 E- i 5 �d .,al •' i - - tw- r ._ _ - _ n /, '' a -- '-i /oil pp � ¢ �✓- � �- V 14 y2w4i V19 $ POND 02 NWL-899.0 Ifff W NGW -898.0!1 y > 90 09A3 webara q6 s ^899.. �Da � � t00 YR -900.5 CBNSTANCEBLVD. NW- - __ - T� --- --- -- ---.._ IN NMI — - —J' ---- I NSTANCE BLVD. NW ', ` /I. (Atlee 14)( ,-, � 'x '19i1 rte./ �+ — CA= nd NS r. 0mDC BY W= _ 1� ftESTORE YMELO BEGIN AND ��W& �� I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS "' r V1 CITY PROJECT NO. - ■mom -----' VCT -EC 01 ^ _ _ i$ (3pil n POND M "� V "„ �WB.�. R -'- _ CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT U J , w LL T - U J Z911.O �% Raa�OO T N,a\ C I: ffi - R I.s _ .v020 ,.. _. I " a � ,,: 6i � � � y�-Cos, � DEVELOPER TO REMOVE ALL EROSION TURF _ MN 03 8 07115/19 _ _ STORMWATER REVISIONS SAID ITIMATMUSE INDEMNIFY SIITHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. LLT EBY � mei, / oohh N, i90i ° °%-I a j °ems, 1 YR -099.4 ` o CHECKED BY RSM x^rxwf'1p1wn°, -. X7/24® HT TO ANDD ILL iw W 150 SOUTH BROADWAY WAYZATA. MN 55391 (952)47"007 .: -- - _d - - 10 YR- '�4 F 3 Ji wimr z� V25 V25 V27 V28 V29 V30 V31 V32 - ..... - V34 V35 ° ( -__L_-_ --- z't,on SII FARM y- - - ----- - ----.. �_._____________� 90.8 9 100 YR- II _ 1 of I ., i�I 4 Atlas 141• lI - of-eom sWdMsoL.,h _ - Nm -1-64za wi0 vV F EC -- _ ur Hne9Twe Ial I®,s.. 9ow,wo. i� n w _ Bi 'Y > . -_.__-__ — — Rl Y° �- --___.. _-_-..._� , i9w.o- "' im a \_ ne... � \ _.-._.... � I rL..e.hnruma mmla ..may__. 'lly.o a• V23'4� 1 Wlran r, _ -_ _ S� - / ..I v 100TH LN. __ _. 1 TH LN. s`s - 2 - - y _. V22 - - e i� Of 1a V12 V11 V1U_ _ _. V2 V1 }H 4 — _ F p. V9 V8 V7 V8 VS V4 V3 N Z 111 � �;. ( 1 'SAL 12e I ' V15 Wetland 012 E- i 5 �d .,al •' i - - tw- r ._ _ - _ n /, '' a -- '-i /oil pp � ¢ �✓- � �- V 14 y2w4i V19 $ POND 02 NWL-899.0 Ifff W NGW -898.0!1 y > 90 09A3 webara q6 s ^899.. �Da � � t00 YR -900.5 < w 8 LL �m tI1r T� 3i m O IN NMI - 119 IV= ', ` /I. (Atlee 14)( ,-, � 'x '19i1 rte./ �+ — CA= nd NS r. 0mDC BY W= _ 1� ftESTORE YMELO BEGIN AND ��W& �� I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS "' r V1 CITY PROJECT NO. - ■mom 4 - VCT -EC 01 ^ _ _ i$ (3pil n POND M "� V _ CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT U J , w LL T �. T N,a\ C I: ER_J 6 CONCRETE WASHOUT V 7o ! 1 _ _ / I - qa o ,--. - '- 1 - T NWL-888.5 _ NGWL-898.0 � DEVELOPER TO REMOVE ALL EROSION TURF � w x F _ MN 03 < w 8 LL �m �+. --. ... �r. { ilwrt ww mw .901.0 I. 3i m O 9a rv� - VO) ,¢ - w - 119 Z��;N$$ ', ` /I. (Atlee 14)( ,-, � 'x '19i1 rte./ �+ — / /� � / ,, P" 3 ,� ' �- _ y W 18� ° a d etl'. If ^ - nd NS r. BALES MAY BE REPLACED WITH BIOLOGS (CITY DETAIL tl8041 FOR CATCH BASINS AND FLARED END SECTIONS IN OPEN SPACES. BY r0 2-� 7 _ 1� ftESTORE YMELO BEGIN AND ��W& REVISIONS 1 USE (INCLUDING COPYING, DISTRIBUTION. MD/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS "' r V1 CITY PROJECT NO. - 4 - VCT -EC 01 ^ _ _ i$ (3pil n POND M "� V _ CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT U J , w LL �p,'e6 -------- POST GRADING SILT FENCE g N,a\ DRAWN BY 02 ER_J 6 CONCRETE WASHOUT V 7o ! 1 _ _ / I - qa o ,--. - '- 1 - T NWL-888.5 _ NGWL-898.0 � DEVELOPER TO REMOVE ALL EROSION TURF � w x F _ MN 03 8 07115/19 _ _ STORMWATER REVISIONS SAID ITIMATMUSE INDEMNIFY SIITHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. LLT EBY mei, / oohh N, i90i ° °%-I a j °ems, 1 YR -099.4 ` o CONTROL DEVICES UPON STABIUZATION CHECKED BY RSM HT TO ANDD ILL iw W 150 SOUTH BROADWAY WAYZATA. MN 55391 (952)47"007 .: -- - _d - - 10 YR- '�4 F 3 Ji wimr z� . USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. MOTS AO. P.E u a+Yo- - ..... - VILLAS AT CROSSTOWN WOODS, LLC f. ° ( -__L_-_ --- z't,on SII FARM y- - - ----- - ----.. �_._____________� 90.8 9 100 YR- II _ 1 of I ., i�I 4 Atlas 141• lI - of-eom sWdMsoL.,h _ - Nm -1-64za wi0 vV F EC -- _ ur Hne9Twe Ial I®,s.. 9ow,wo. i� n w _ Bi > . -_.__-__ — — Rl Y° �- --___.. _-_-..._� , i9w.o- "' im a \_ ne... � \ _.-._.... � I rL..e.hnruma mmla ..may__. ��� of w m wU' �+. --. ... �r. { ilwrt ww mw .901.0 F m 3i m O oN�r Z��;N$$ OR F9F< m Z m 0 w U r, — _ _ BF 903.0 - _ _ _ REMOVE CDd-p 907.0 BY DATE _ 1� ftESTORE YMELO BEGIN AND ��W& REVISIONS 1 USE (INCLUDING COPYING, DISTRIBUTION. MD/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS "' CBG rti 911 0 L CITY PROJECT NO. - FILE NO. VCT -EC 01 ogo ;oI ROCK ENTRANCE BERM a _ CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT - SILT FENCE �p,'e6 -------- POST GRADING SILT FENCE EROSION CONTROL PLAN .&a. BIO -ROLL DRAWN BY 02 ER_J 6 CONCRETE WASHOUT _ CITY COMMENT REVISIONS SATHRE.BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT H LLE SHALLTHEREBY AU HOPJZA 1ONICONRETUTES N ILLEGITIMATEE `. INLET PROTECTION � °� SATHRE-BERGQUIST, INC. L; LL WOODFIBER BLANKET LIM m,�} 3o,.s. -t .-.. �. j C! � r . �� " ^ RECEIVED PaNO-� � 8 . / / -1114.0 H r 0 v9Atl 0 A t DNR2J35W YR. 80..74 OJUL 6 1 UTLC I 100 S 4V J / RESTORE VMD � N h ,. /MDORYIgVA% !r PES'"`��� MILLER WOODS CITY OF ANDOVE Y N 50 25 0 25 50 198 EET TN SCALE IN FEET OR DRAWING NAM NO. BY DATE REVISIONS 1 USE (INCLUDING COPYING, DISTRIBUTION. MD/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS "' 80q�e CITY PROJECT NO. - FILE NO. VCT -EC 01 ERJ 08112/19 _ CCWD COMMENT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �p,'e6 EROSION CONTROL PLAN 49365-048 DRAWN BY 02 ER_J 07/10/19 _ CITY COMMENT REVISIONS SATHRE.BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT H LLE SHALLTHEREBY AU HOPJZA 1ONICONRETUTES N ILLEGITIMATEE AM A LAWS OF THE OFMINNFES010NAL ENGINEER UNDER THE OF THE STATE OF MNNESOTA � °� SATHRE-BERGQUIST, INC. _ MN 03 _ER_J 07115/19 _ _ STORMWATER REVISIONS SAID ITIMATMUSE INDEMNIFY SIITHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. LLT EBY � ANDOVER, VILLAS AT CROSSTOWN WOODS EC CHECKED BY RSM HT TO ANDD ILL iw W 150 SOUTH BROADWAY WAYZATA. MN 55391 (952)47"007 DATE . USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. MOTS AO. P.E u a+Yo- MINNESOTA VILLAS AT CROSSTOWN WOODS, LLC - - - _ FROM ILLEGITMATE USE _ - Nm -1-64za e ^s vV F EC 05/29/19 Dare. _ Lk, Prelirr9na" Plan Set Sheet 13 of 14 • e 2.02 Case IIIB, Sight MnD0 80' ' Distanl�=dl 725 f. Manual, Ch a pt F — — — — i Case300Distance_ STOPBAR CONSTANCEBLVD.NW --- ��--____ �- -- I _T j ,eP NSTANCE BLVD. NW - xmz 3 e \ ,mom -m• - _ y25 V25 V27 V28 , V29 I V30 _° V31 V32 V33 V34 \= VV _ I � � w'-- a __ � Y .. � � � e•• ' e «Y ` -fl1 �v L « l NW - i 2 `9 1 LN. NW A -& �6 ]k+,3 _L B M OD r / YX - i Z - - - - - 3 RECEIVED d I 6 30 �. s + V2, -l- - V12 d V11 V10 ! ! Vt yy`, , '` > 1U) 5 -- JUL F- Z - r 1 1 V4 V6 V5 U) 0 i I , I . _ r / , f U ' e V13 ITY OF ANDOVER ma i O P -. 1 N -899.0 NGWI -898,0 , 1t `! i - �• 2 - \ _ _ _ 1 YR.899.3 10 YF -899.8 l r \ 1DO -900A _ — \ . (All as 14) W5 \I I �- I V7 I _ ._ ' , .anls.w t +m 7 1 • i "pON y \ I t rse.,ruc, Supe " OUTLOT A sn Isl 3Y.tl TrY Ate' .-b.. L*.-I.90fIIs •� -__« .mpl-._I�elan brTMMs'41YnumMPWarb M) � saves .r._ Mrw- _ _ r - \1 .. \ •9914.- :wa BI WETLAND FILL .e3,o MILLER W OD$ F _ .,» M X101 'S TH �QDI N Y'� _ —b 'B t-ro I RM. 905, eBOI.S x808.0 1 �i /r B -fl .bx AREA x90]0 1 m y M O f I (905 $ " 0 g_ o J' NWL 498.0 - c / / _ RM Yos e m m- e48. Wetland impact (.) BF lspgo7 �,s� 1 3 1 ,1 REMOVEca#P O LO 907BLO B. ..,- -_-t6_90395 eF - e°n .,4 IoYmR. .0 DNR24asw 2 4,302 nRd_N N to I 1 RESTORE Y _ - _ .. i- i 1 518951.0 tOD YR - 695.74 t/, I '0 '.1 REMOVEC_D53. OUTLOT 3 2,780 T�ECNcac � - ANgDRIYEwexsllo GF 912.0 G1, _ b.0 MILLER WOODS GFg11. \, 6 / RESTORE YARD 1 6 2,500 mm 5 ,< AND DR AY Utz 4TH. ADDITION "4f 7 1,130 `\ u BEcrycq$A 0 MILLER WOODS II+P304IAMY 4TH ADDITION 9 302 - Total (s.f.) K065 Total (ac.) 0.323 DRAWING NAME NOI BY I DATE j REVISIONS UBE(NCLUDNG COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPECFICATDN WAS CITYPROUECTNO. FILE NO. VCT - WI 01 MN 05/m19 WETLAND IMPACT AREAREV5IDNS INFORMATION)OFTHISPRODUCTISSTRICTLYPROHBDFDWRHOUT PREPAREDBYMEORUNDERMYDIRECTSUPERVBDNAND;NATI p9� 60.�� - WETLAND IMPACT PLAN 493seas DRAWN BY 02 ERI OYJO/18 WETLAND MPACT AREA REVISIONS SATHRE•BERGOUIST, NC.'4 EXPRESS WRRTEN AUTRORVATION. USE WRHOUT AM A DULY REGISTERED PROFESSIONAL ENG14EER UNDER THE a Mev -- --- - - - SAID AUTHORIZATION CONSTITIITESANLLEGITIMATEUSE AND SHALL THEREBY LAWS OF 11 m� $ SATHRE-BERGQUIST INC. INDEMNIFY SATHRE•SERGOUBT. INC. OF ALL RESPONSIBILITY. '" 02)478810x0 ANDOVER, VILLAS AT CROSSTOWN WOODSREM WI CHECKED BY SATHRE-BERGOUBT, INC. RESERVES THE RIGHT TO HOLD ANY LLEGRIMATE ��.,,, S, /vt °R, ° 1Fi0SWTN BROADWAY WAV2ATA, MN. 56387 TE _ _ _ _ _ USER OLRLE PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING E W r t° MINNESOTA ROBERT S. MOL �i P.E. 94 VILLAS AT CROSSTOWN WOODS, LLC w� 05120/19 - Dele: nC'fT _[� Lb.1 2�L/28 R6 P� Preliminary Plan Set Sheet 14 of 14