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CAS-18_LAKE ST. JOE'S COVEw r Chanhassen City Council — September 9, 2013 /3-18- 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approve the Development Contract for SouthWest Village 2"" Addition conditioned upon the applicant shall supply the City with a cash escrow or letter of credit for $546,045.50 and pay a cash fee of $293,891.97. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Thank you everyone. Appreciate it. Look forward to seeing it come together. LAKE ST. JOE'S COVE, SUBDIVISION OF 4.04 ACRES LOCATED EAST OF THE CITY LIMITS AND SOUTH OF CIMARRON SUBDIVISION BETWEEN KINGS ROAD ANDMILL CREEK LANE, APPLICANT: STEVE KROISS, STS PROPERTY, LLC: A. PRELIMINARY AND FINAL PLAT APPROVAL. B. APPROVAL OF DEVELOPMENT CONTRACT AND PLANS & SPECIFICATIONS. Kate Aanenson: Thank you Mayor, members of the City Council. This item appeared at the Planning Commission on August 20'. Again this is similar like the last project, we have a developer that wants to proceed yet this fall and get underway with construction and grading. The applicant STS Properties, LLC. So they're requesting for tonight would be for preliminary and final plat. You're also approving a development contract with this project and with the plans and specifications. The project includes 8 lots and one outlot and public right-of-way. This project was actually kind of preliminary platted when we did the Cimarron project. This project's at the end of Kings Road. It was platted in 2004 and the other project, Cimarron. It had 10 lots and included a stormwater pond. When this project was platted we had them what we call ghost plat how they would lay this out so when this project came forward, really the framework was put in place for this project to go forward today. So this project is located again behind the Cimarron at the end of Kings Road. This is at the kind of the terminus of the city limits. Access to this Kings Road goes into Victoria. There are lots served in Victoria which I'll go into a little bit more detail later. The property to the south of the Kortgard's property is actually the large wetland expanse of Lake St. Joe and so this property will be the continuation of those two streets, as I had mentioned before so pretty straight forward as far as that goes. So the city limits and access was an issue when we actually did the Cimarron so we kind of kept that same framework in place. One of the issues with this development is at the end of the Kings Road, as it terminates, there are homes that are served off of that so one of the issues you'll see on the plat was they had to continue to provide driveway easements off of the extension of Kings Road. So the Park and Rec Director and myself actually on National Night Out was up in this neighborhood here and just one of the issues that those neighbors would like to see is be 23 SCANNED Chanhassen City Council — September 9, 2013 A able to get connection over to the LRT line over here. The Hennepin County trail line, excuse me, and it's pretty much landlocked so I think it'd be pretty difficult which I know Todd Hoffman, our Park and Rec Director communicated back to that neighborhood but just wanted to bring that up. No one from those neighborhoods did come to the Planning Commission meeting. We did have a chance, as I say to visit with the neighbors up there and see if they had any questions. So this is the extension that needs to be, this will be a requirement that they provide a driveway easement so there'll be an easement form that will be recorded with the development contract that those homeowners in Victoria will continue to use the Kings Road to get into their subdivision. So this preliminary plat then conveys the 8 lots and it is a residential single family. Our standard residential zone so all the lots will be minimum of 15,000 square feet and some are larger than that. So it does meet all the requirements of the zoning district. So this is what the project looks like as shown. This stormwater plan was actually constructed with the Cimarron development so that was in place. Just being upgraded so there are a couple of recommendations regarding driveway grades and the like but overall the plat is, like I say, well conceived as it was kind of pretty much laid out in how it would be developed moving forward. So with that I'd be happy to answer any questions you have. It's a pretty straight forward subdivision. We are recommending approval as did the Planning Commission. Thank you. Mayor Furlong: Thank you. Any questions for staff on the Lake St. Joe's Cove plan? Okay. Thank you. Is the applicant here? Is there anything you want to address to the council? Good evening. Todd Simnig: Good evening. Mr. Mayor, council members, Todd Simnig with STS Properties. Steve Kroiss, my partner is back here also. We were here, boy were just figuring that out. In March or April with the Wynsong project and again just another smaller development that we're actually planning on developing and building in and I'm just open up to any questions you guys might have. Mayor Furlong: Okay, thank you. There are a number of conditions in the report that are being requested. Any concerns about those? Todd Simnig: No. Met with the homeowners off of Kings Road. Actually prepared all the easement documents and everything so I think I went through that pretty thoroughly and didn't have any issues with anything. And my engineer didn't have any issues with some of the small tweaks that we ended up having also so. Mayor Furlong: Alright, good. Any other questions from members of the council? No? Thank you. Todd Simnig: Thank you. Mayor Furlong: Appreciate seeing you again. That's good. Bring it back to council then for discussion. Oh, I don't know if anybody here from the public is interested in making any comments but they're certainly welcome. Seeing no one, council. Discussion. Comments on this development. Another nice one. Thoughts? Mr. Laufenburger. Councilman Laufenburger: Thank you Mr. Mayor. I agree. I just think what we're seeing here is a result of what appears to be, I don't want to call it a rebound but certainly appears to be a trajectory of housing development in Chanhassen that we can be very proud of You can call it, you know there's space available. This is wonderful that this now contributes to the inventory of building opportunities that people have coming into the community so I think this is just another example of why people like Chanhassen because there's good housing and building opportunities here so I will support this project. Mayor Furlong: Okay, any other thoughts? Comments. Happy to entertain a motion Mr. Laufenburger. 24 1 Chanhassen City Council — September 9, 2013 Councilman Laufenburger: Be happy to. Mr. Mayor I move that Chanhassen City Council approves the Lake St. Joe's Cove preliminary and final plat subject to the conditions of the report, the development contract plans and specifications and we adopt the Planning Commission Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Councilman McDonald: I'll. Mayor Furlong: Councilwoman Tjomhom got the second. We got to make sure she gets in the Minutes. She'll be in the Minutes with comments later. No, that will be fine. With that motion's been made and seconded. Any discussion? Hearing none we'll proceed with the vote. Councilman Laufenburger moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approves the Preliminary and Final Plat for Lake St. Joe's Cove subject to the following conditions and adoption of the attached Planning Commission Findings of Fact and Recommendation: Building Official: I . Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering: 9. Access to the properties in Victoria must be maintained. 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 -foot easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." 25 Chanhassen City Council — September 9, 2013 ` 11. Plat must dedicate driveway access easement on Lot 4, Block 3 for access to the property in Victoria. 12. The easement between Block 1, Lot I and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 13. The easement at the northeast corner of Block 3, Lot 1 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 14. The plat document must be amended to include Outlot B, which is shown in the plans. 15. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. 16. The grading plans must show the benchmark elevation used for the survey. 17. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. 18. The 15 -inch storm sewer pipe from CBMHI to the existing structure shall be constructed with a minimum 0.70 % slope. 19. The existing storm sewer manhole on Outlot A, Cimmaron Addition must be replaced to include a 3 -foot sump. 20. The property owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. 21. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 22. The contours show water flowing to the northeast comer of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building comer to direct water flow away from the structure. 23. The driveway grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 24. An escrow (110% of the estimated erosion control for this development) is required before site grading begins. 25. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 26. Walls taller than 6 feet shall not be constructed with boulder rock. 26 Chanhassen City Council — September 9, 2013 27. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. 28. A Homeowners Association shall be created to take ownership of the retaining wall. 29. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 30. The plans must show the station where the new construction ties in to the existing road as well as the limits of construction. 31. The plans must include erosion control measures to the limits of construction. 32. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. 33. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. 34. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 35. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. 36. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 37. Water and sewer hookups are due at the time of final plat. The hookup fees will be assessed at the rate in effect at that time. Fire Marshal: 38. Proposed fire hydrant(s) location is acceptable. 39. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. 40. Prior to new home combustible construction fire hydrants must be made serviceable. 41. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 42. A three-foot clear space must be maintained around fire hydrant(s). Natural Resource Coordinator: 43. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. 27 Chanhassen City Council — September 9, 2013 44. Tree protection fencing shall be installed at the edge of grading limits near preserved areas of trees. Parks and Recreation: 45. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). Water Resources Coordinator: 46. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 -foot setback must be shown accordingly. 47. All wetland and buffer areas not within an outlot must be contained within a drainage and utility easement. 48. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 49. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System 50. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth - disturbing activities. 51. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 52. The details must be changed to reflect the most up-to-date city standard details. 53. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manhole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 54. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. 55. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 56. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 28 9 Chanhassen City Council — September 9, 2013 Councilman Laufenburger moved, Councilwoman Tjornhom seconded that the Chanhassen City Council approve the Development Contract and the construction plans and specifications for Lake St. Joe's Cove conditioned upon the following: 1. The applicant enter into the Development Contract and supply the City with a cash escrow or letter of credit for $513,766.64 and pay a cash fee of $95,318.38. 2. The applicant's engineer shall work with City staff in revising the construction plans to meet City standards. All voted in favor and the motion carried unanimously with a vote of 5 to 0. CONSENT AGENDA: CAMDEN RIDGE. 1500 PIONEER TRAIL: A. FINAL PLAT APPROVAL. B. APPROVAL OF DEVELOPMENT CONTRACT AND PLANS & SPECIFICATIONS. Mayor Furlong: Ms. Aanenson, our conversation, there were a couple of clarifications that needed in the condition and in the plat drawing itself. Kate Aanenson: Yes. Thank you Mayor for catching that. Typically when we do the final plat we show for tracking purposes the conditions that were recorded with the plat and as it's stated in here it said that the roads for the Camden Ridge needed to be 60 foot wide and it said that condition has been met and as they are shown on the plat they are 55 foot wide. In working through that project, in order to get the change in grade to make that work we felt that the 55 foot would be more appropriate. In addition and we talked about a road extending to the north for emergency access, that that also be shown as a public street and that wasn't identified on the plat so what we would recommend, and I'm on page 15 of the staff report that said the right-of-way be shown at 65 feet. That condition should say, has not been met. Or has been modified. It should say has been modified so I would. Mayor Furlong: Has been modified to 55. Kate Aanenson: To 55 but it should actually, this is just a tracking thing. What we really want to do is add another condition to the, under engineering and that would be on page 23. Page 23 under engineering condition you want to add condition number 11. Because the first one's just a tracking item that would say this condition has been modified. So the condition under number 11 would state, all street right -0f - way shall be shown at 55 feet including the street extending to the north. Therefore the mylar would then have to be modified to meet that. Mayor Furlong: By street to the north, the street, the stubbing out, the stub street to the property Kate Aanenson: Correct. Mayor Furlong: To the Fox property. Kate Aanenson: That's correct. Mayor Furlong: Thank you. Kate Aanenson: So with that we're consistent with the original recommendation 29 3 -145 Affidavit of Publication Im Southwest Newspapers . State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal CITY OF CHANHASSEN newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as CARVER & HENNEPIN amended. COUNTIES NOTICE OF PUBLIC HEARING (B) The printed public notice that is attached to this Affidavit and identified as No. y 1 y dL- PLANNING CASE NO. 2013-18 was published on the date or dates and in the newspaper stated in the attached Notice and said NOTICE IS HEREBY GIVEN Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of that the Chanhassen Planning the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Commission will hold a public inclusive, and is hereby acknowledged as being the kind and size of type used in the composition hearing on Tuesday, August 20, and publication of the Notice: 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, abcdefghijklmnopgrstuvwxyz 7700 Market Blvd. The purpose of this hearing is to consider a request for subdivision review of I (� /� ,ff 4.04 acres on property zoned Single - A �" Family Residential (RSF) located By' east of city limits, and south of Laurie A. Hartmann the Cimarron subdivision between Kings Road and Mill Creek Lane - LAKE ST. JOE'S COVE. Applicant: Subscribed and sworn before me on STS Property, LLC. Owner: Jerry & Kristin Kortgard. A plan showing the location of the proposal is available for public review w cha hasseCity'swebstteatwwthis day of 2013 ei.eity's s/2013-18 or at City Hall during regular business JYMME JEANNEM BARK hours. All interested persons are invited to attend this public hearing NOTARY PCBUC - M:NNESOTA and express their opinions with respect to this proposal. MY COMM S$ION EXWgES Q1131r8 Robert Generous, Senior Planner N lic Email: bgenerous&i.chanhassen. mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, August 8, 2013: No. 4842) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED 0 September 11, 2013 CITY OF approved the final plat for Lake St. Joe's Cove creating eight lots and one outlot Fax: 952.227.1190 Mr. Steve Kroiss CHMSEN STS Property, LLC Phone: 952.227.1160 P.O. Box 218 7700 Market Boulevard Chanhassen, MN 55317 PO Box 147 Chanhassen, MN 55317 2• Demolition permits are required for the removal of any existing structures. Fax: 952.227.1110 Re: Lake St. Joe's Cove —Final Plat Phone: 952.227.1125 Planning Case #2013-18 Administration approval. Phone: 952.227.1100 Dear Mr. Kroiss: Fax: 952.227.1110 4, Buildings may be required to be designed by an architect and/or engineer as Building Inspections This letter is to confirm that on September 9, 2013, the Chanhassen City Council Phone: 952.227.1180 approved the final plat for Lake St. Joe's Cove creating eight lots and one outlot Fax: 952.227.1190 subject to the following conditions: Engineering BuildingOfficial: ffilcial: Phone: 952.227.1160 8. The applicant and/or their agent shall meet with the Inspections Division as early Fax: 952.227.11711 1. Provide a 1:200 "clean" plat drawing. Finance Phone: 952.227.1140 2• Demolition permits are required for the removal of any existing structures. Fax: 952.227.1110 Phone: 952.227.1125 3. Submit proposed street-name(s) to Building Official and Fire Marshal for Park & Recreation approval. Phone: 952.227.1120 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 - Fax: 952.227.1110 4, Buildings may be required to be designed by an architect and/or engineer as Recreation Center determined by the Building Official. 2310 Coulter Boulevard Phone: 952.227.1400 5. A final grading plan and soils l� g P report must be submitted to the Inspections Fax: 952.227.1404 Division before permits can be issued. Planning & 6. Retaining walls over four feet high require a permit and must be designed by a Natural Resources professional engineer. Phone: 952.227.1130 Fax: 952.227.1110 7. Each lot must be provided with separate sewer and water services. Public works 8. The applicant and/or their agent shall meet with the Inspections Division as early 7901 Park Place Phone: 952.227.1300 as possible to discuss plan review and permit procedures. Fax: 952.227.1310 En ' eerin : Senior Center Phone: 952.227.1125 9. Access to the properties in Victoria must be maintained. Fax: 952.227.1110 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 - web Site foot easement at the sides of the lots, but the plat must call them out as a www.ci.chanhassen.mn.us "drainage and utility easement." 11. Plat must dedicate driveway access easement on Lot 4, Block 3 for access to the property in Victoria. Chanhassen is a Community for Life• Providing for Today and Planning for Tomorrow SCANNED Mr. Steve Kroiss Lake St. Joe's Cove—Planning Case 2013-18 September 11, 2013 Page 2 12. The easement between Block 1, Lot 1 and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 13. The easement at the northeast comer of Block 3, Lot 1 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 14. The plat document must be amended to include Outlot B, which is shown in the plans. 15. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. 16. The grading plans must show the benchmark elevation used for the survey. 17. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. 18. The 15 -inch storm sewer pipe from CBM -I1 to the existing structure shall be constructed with a minimum 0.70 % slope. 19. The existing storm sewer manhole on Outlot A, Cimmaron Addition must be replaced to include a Moot sump. 20. The property owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. 21. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 22. The contours show water flowing to the northeast corner of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building comer to direct water flow away from the structure. 23. The driveway grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 24. An escrow (110% of the estimated erosion control for this development) is required before site grading begins. 25. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 26. Walls taller than 6 feet shall not be constructed with boulder rock. 27. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. Mr. Steve Kroiss Lake St. Joe's Cove —Planning Case 2013-18 September 11, 2013 Page 3 28. A Homeowners Association shall be created to take ownership of the retaining wall. 29. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 30. The plans must show the station where the new construction ties in to the existing road as well as the limits of construction. 31. The plans must include erosion control measures to the limits of construction. 32. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. 33. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. 34. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 35. The watermain will connect the stubs at Kings Road and NO Creek Lane to create a loop. 36. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 37. Water and sewer hookups are due at the time of final plat. The hookup fees will be assessed at the rate in effect at that time. Fire Marshal: 38. Proposed fire hydrant(s) location is acceptable. 39. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. 40. Prior to new home combustible construction fire hydrants must be made serviceable. 41. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 42. A three-foot clear space must be maintained around fire hydrant(s). Natural Resource Coordinator: 43. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. 44. Tree protection fencing shall be installed at the edge of grading limits near preserved areas of trees. Mr. Steve Kroiss Lake St. Joe's Cove —Planning Case 2013-18 September 11, 2013 Page 4 Parks and Recreation: 45. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). Water Resources Coordinator: 46. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 -foot setback must be shown accordingly. 47. All wetland and buffer areas not within an outlot must be contained within a drainage and utility easement. 48. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 49. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination Sytem/State Disposal System 50. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth - disturbing activities. 51. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 52. The details must be changed to reflect the most up-to-date city standard details. 53. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manhole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 54. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. 55. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 56. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. Mr. Steve Kroiss Lake St. Joe's Cove Planning Case 2013-18 September 11, 2013 Page 5 Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. The executed development contract and the required fees ($95,318.38) and security ($513,766.64) specified therein shall be submitted to the City. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes approximately two weeks upon receipt by the city An access easement shall be prepared and executed for recording with the final plat documents. All current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Once everything is submitted, please contact Gordy Stauff at 952-227-1166 to coordinate the preconstruction meeting. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousOci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official c: Jerry & Kristin Kortgard 3901 Glendale Drive Excelsior, MN 55331 g1plan12013 planning cum\2013-18 lake st. joe s covelapproval letter prelim & final.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA LAKE ST. JOE'S COVE DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-7 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GGI 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING..................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY ......................... ..........................GC -4 15. LOTPLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service.....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Stone Sewer Maintenance ................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................G C-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction ................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) LAKE ST. JOE'S COVE AGREEMENT dated September 9, 2013 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, STS PROPERTY, a Minnesota Limited Liability Company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for LAKE ST. JOE'S COVE (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, fiunish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved September 9, 2013, prepared by SATHER BERQUIST, INC. Plan B: Grading, Drainage and Erosion Control Plan dated June 19, 2013, prepared by SATHER BERQUIST, INC. Plan C: Plans and Specifications for Improvements dated June 19, 2013, prepared by SATHER BERQUIST, INC. Plan D: Landscape Plan dated July 17, 2013, prepared by NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2014. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $513,766.64. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 83,645.45 Sanitary Sewer $ 51,796.30 Watermain $ 39,655.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 53,380.30 Streets $ 200,018.90 Sub -total, Construction Costs $ 428,495.95 Engineering, surveying, and inspection (7% of construction costs) $ 29,994.72 Landscaping (2% of construction costs) $ 8,569.92 Sub -total, Other Costs $ 38,564.64 TOTAL COST OF PUBLIC IMPROVEMENTS $ 467,060.59 SECURITY AMOUNT (110% of $467,060.59) $ 513,766.64 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without SP -2 notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: TODD M. SIMNING STS PROPERTY, LLC P.O. BOX 218 CHANHASSEN, MN 55317 Phone: 612-802-2600 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $513,766.64 letter of credit or escrow for the developer -installed improvements, the $101,830.48 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fees were calculated as follows: Administration fee: 3% of $428,495.95 $ 12,854.88 Final Plat Process: including attorney fees, recording of $ 550.00 documents GIS fee: $25 (plat) + (65 parcels x $10/parcel) $ 115.00 Surface water management fee $ 15,646.50 Park Dedication Fee $ 46,400.00 Partial sewer hookup fee: 8 units x $651/unit $ 5,208.00 Partial water hookup fee: 8 units x $1,818/unit $ 14,544.00 Total cash fee $ 95,318.38 SP -3 B. BUILDING OFFICIAL CONDITIONS OF APPROVAL: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. C. ENGINEERING DEPARTMENT CONDITIONS OF APPROVAL: 9. Access to the properties in Victoria must be maintained. 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 -foot easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." 11. Plat must dedicate driveway access easement on Lot 4, Block 3 for access to the property in Victoria. 12. The easement between Block 1, Lot 1 and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 13. The easement at the northeast corer of Block 3, Lot I must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 14. The plat document must be amended to include Outlot B, which is shown in the plans. 15. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. 16. The grading plans must show the benchmark elevation used for the survey. SP -4 17. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. 18. The 15 -inch storm sewer pipe from CBMH1 to the existing structure shall be constructed with a minimum 0.70 % slope. 19. The existing storm sewer manhole on Outlot A, Cimmaron Addition must be replaced to include a 3 -foot sump. 20. The property owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. 21. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 22. The contours show water flowing to the northeast corner of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building corner to direct water flow away from the structure. 23. The driveway grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 24. An escrow (110% of the estimated erosion control for this development) is required before site grading begins. 25. The following materials are prohibited for retaining wall construction: smooth face, poured -in-place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 26. Walls taller than 6 feet shall not be constructed with boulder rock. 27. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. 28. A Homeowners Association shall be created to take ownership of the retaining wall. 29. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 30. The plans must show the station where the new construction ties in to the existing road as well as the limits of construction. 31. The plans must include erosion control measures to the limits of construction. 32. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. SP -5 33. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. 34. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 35. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. 36. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 37. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. D. FIRE MARSHAL CONDITIONS OF APPROVAL: 38. Proposed fire hydrant(s) location is acceptable. 39. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. 40. Prior to new home combustible construction fire hydrants must be made serviceable. 41. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 42. A three-foot clear space must be maintained around fire hydrant(s). E. ENVIRONMENTAL RESOURCES SPECIALIST CONDITIONS OF APPROVAL: 43. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. 44. Tree protection fencing shall be installed at the edge of grading limits near preserved areas of trees. F. PARKS AND RECREATION DIRECTOR CONDITION OF APPROVAL: 45. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). G. WATER RESOURCE COORDINATOR CONDITIONS OF APPROVAL: 46. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 -foot setback must be shown accordingly. SP -6 47. All wetland and buffer areas not within an outlot must be contained within a drainage and utility easement. 48. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 49. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination Sytem/State Disposal System 50. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth -disturbing activities. 51. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 52. The details must be changed to reflect the most up-to-date city standard details. 53. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manbole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 54. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. 55. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 56. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 CITY OF CHANHASSEN EN (SEAL) UND11 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager STS PROPERTY, a LLC: W STATE OF MINNESOTA ) (as. COUNTY OF CARVER ) TODD M. SIMNING, Its Vice President The foregoing instrument was acknowledged before me this _ day of , 2005, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2005, by TODD M. SIMNING, Vice President of STS PROPERTY, a Minnesota Limited Liability Company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Cw NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of Lot Two (2) of Section Seven (7), Township One Hundred Sixteen (116), Range Twenty-three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West Line of said Lot Two (2), distance Twenty (20) rods from the Northwest comer of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, Thirty-two (32) rods; thence North at right angles, Twenty (20) rods, thence West, at right angles, Thirty-two (32) rods to the place of beginning except that part platted as Cimarron, according to the recorded plat thereof, Carver County, Minnesota. And, Outlot A, CIMMARON, according to the recorded plat thereof, Carver County, Minnesota. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this_ day of , 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_. STATE OF MINNESOTA ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 ]RREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. !I Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXMIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1). this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the oudots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final Platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary 1001 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash GC -2 escrow or letter of credit per lot shall also be fiumished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the fiords in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'h) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of four (4) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between GC -3 October 1 through May 1 these conditions must be complied with by the following July 1 St. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fimd for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (251/o) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City GC -4 ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/s%) of construction costs for the first $1,000,000 and one and one-half percent (1 %2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. GC -5 C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. hi addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within 10611 thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Buil�ermits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a. certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City GC -7 must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. I Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 pm. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Wanting signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first Provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances. and Reeulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. MWE V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. GC -10 Rev. 3/31/06 GC -11 CITY OF CNAPIAASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1160 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.22T1 110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952,227.1300 Fax: 952.227.1310 Senior Center Phone: 952.22T1 125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: September 9, 2013 Opp SUBJ: Preliminary and Final Plat Approval — Lake St. Joe's Cove Planning Case #2013-18 PROPOSED MOTION "The Chanhassen City Council approves the preliminary and final plat for Lake St. Joe's Cove subject to the conditions of the Planning Commission staff report and adoption of the Planning Commission Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The developer is requesting subdivision approval for eight lots, one outlot and public right of way for single-family detached homes on approximately four acres zoned Single -Family Residential District, RSF. Each lot complies with the minimum zoning requirements. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 20, 2013 to review the proposed development. The Commission voted 7 — 0 to recommend approval of the subdivision. The Planning Commission had no issues or concerns regarding the development. The Planning Commission minutes are in the consent agenda of the September 9, 2013 City Council packet. RECOMMENDATION Staff recommends approval of the development subject to the conditions as specified on pages 9 - 13 in the staff report dated August 20, 2013 for Lake St. Joe's Cove, plans prepared by Sathre-Bergquist, Inc. dated June 19, 2013. ATTACHMENTS Planning Commission Staff Report Dated August 20, 2013. Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow SCANNED CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 20, 2013 a CC DATE: September 9, 2013 REVIEW DEADLINE: September 17, 2013 CASE #: 2013-18 BY: SB, RG, TJ, ML, JM, JS "The Chanhassen Planning Commission recommends approval of the Lake St. Joe's Cove subdivision subject to the conditions of this report and adoption of the Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting subdivision approval for eight lots, one outlot and public right of way for single-family detached homes. LAKE ST. JOE'S COVE. LOCATION: East of the Chanhassen/Victoria city limits and south of the Cimarron subdivision between Kings Road and Mill Creek Lane (PID 25-0070400) APPLICANT: STS Property, LLC Jerry & Kristin Kortgard P. O. Box 218 3901 Glendale Drive Chanhassen, MN 55317 Excelsior, MN 55331 (612)802-2600 steve.kroissnq.kroisdevelopment.com J PRESENT ZONING: Single Family Residential (RSF) 2020 LAND USE PLAN: Residential Low Density (net density 1.2 — 4.0 units per acre) ACREAGE: 4.04 acres DENSITY: gross —1.87 units/acre; net— 2.54 units/acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting subdivision approval for eight single-family detached houses. Each of the lots meets the minimum requirements of the zoning ordinance and the proposed development is consistent with the comprehensive plan. SCANNED Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 2 of 13 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article VI, Wetland Protection Chapter 20, Article VII, Shoreland Management District Chapter 20, Article XII, "RSF" Single -Family Residential District BACKGROUND February 1972, property zoned Agricultural Residential District, R -IA December 15, 1986, property zoned Single -Family Residential District, RSF. SUBDIVISION REVIEW The applicant is proposing an eight -lot subdivision. ®:n LAKE ST. JOE'S COVE MM mw.-� 3 x ;v AnLC ELANE ^� ' /��a`�+,.�r_ a -1i — ap•' ✓'ma/ 1115 $.K�c_ "s I I �I la 2 Ed's Illy 1 §§�p& a 3 ¢I iq .�.. 1lq-•i4�g11 A �� /�' JL EASEMENTS AND EXISTING CONDITIONS The Lake St. Joe's Cove property is on the east side of the border between Chanhassen and the City of Victoria. The Cimmaron development is north of the property and the Lake St. Joe's Cove development will connect to the utilities constructed under that development. The Cimmaron development included two stub streets, Kings Road and Mill Creek Lane, which the Lake St. Joe's Cove development will connect into a loop street. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 3 of 13 Two parcels in the City of Victoria have access driveways through this property to Kings Road. These accesses must be maintained to serve their properties. The plat delineates the 10 -foot easement at the front and back of the lots and a 5 -foot easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." Easement over utilities must provide enough space to allow maintenance and repairs at the pipe depth. To excavate the pipe for repair, a 1:1.5 slope is required. The easements between Block 1, Lot 1 and Block 1, Lot 2 and at the northeast comer of Block 3, Lot 1 must be widened to provide enough room to excavate the pipe for maintenance. The plat document must be amended to include Outlot B, which is shown in the plans. GRADING, DRAINAGE AND EROSION CONTROL The Cimmaron development included the construction of a drainage pond on the southeast corner of the Lake St. Joe's Cove property that collects water runoff from that quadrant of the property. There is also a wetland south of the property where the most of the existing water runoff drains to. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. The grading plans must show the benchmark elevation used for the survey. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. Per discussion with the Lake St. Joe's Cove engineer, work on the development will include grading on the property at 7040 Mill Creek Lane. This property owner must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. The contours show water flowing to the northeast comer of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building corner to direct water flow away from the structure. The driveways grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 4 of 13 An escrow (110% of the estimated erosion control for this development) is required before site grading begins. When the applicant's engineer provides this information, the city will calculate the escrow. Drainage The stormwater management report considered the subject property and the developed area to the north which is currently directed to the stormwater pond on the site. Two distinct watersheds occur on the property under existing conditions. The majority of the site (6.72 acres) is directed to the existing pond where it is treated prior to discharging into the lacustrine wetland which adjoins Lake St. Joe. The remaining 3.41 acres sheet flows to the wetland directly. With the exception of a very small portion, this area is currently covered by grasses and trees with approximately 1600 square feet of impervious surface. Under developed conditions, the area will still have two distinct watersheds but all but 0.9 acres will be directed to the storm water pond. The subject property will have 1.25 acres of impervious surface after development or about 31%. To accommodate these changes in site condition the applicant is proposing to increase the pond volume and add an infiltration bench. According to the modeling provided, this will meet the required water quality treatment and will meet the volume reduction as required under the new NPDES construction permit. The storm sewer design will also result in a decrease in rates for the 2, 10 and 100 -year return interval storm events as is required by code. Block 1 will accept runoff from the developed area to the north as well as have backyard drainage. The applicant is proposing to pick up this drainage through a catch basin manhole on the property line between Lots 1 and 2. Staff is recommending that a drain tile be extended from this structure north and east across the back of Lot 2 to improve the drainage. Staff also recommends that the hydraulic gradient of the pipe from CBMH 1 to the existing manhole would be improved by lowering the downstream invert so that the percent slope is greater than the upstream pipe run. Erosion Prevention and Sediment Control Site disturbance will exceed the one (1) acre threshold necessitating a National Pollution Discharge Elimination System Construction (NPDES) Permit. The applicant will need to procure a permit from the Minnesota Pollution Control Agency and provide evidence to the city that this condition has been met. As part of the NPDES permit, a Storm Water Pollution Prevention Plan (SWPPP) is required. Many of the required elements of the SWPPP are included with the submittal but the SWPPP must be a standalone document that can be kept on- site throughout construction. The SWPPP will need to include the elements listed in Part III of the NPDES permit which went into effect on August 1 of this year. The SWPPP will need to be provided to the City for review and approval prior to commencement of any earth -disturbing activities. The sheets entitled erosion control plan and detail sheets include the former city detail for silt fence. Staff will provide the most up-to-date detail plates and these must be incorporated into the plan set. The SWPPP must include how final stabilization will occur in the disturbed areas. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 5 of 13 RETAINING WALLS The developer proposes a retaining wall along the northwest side of the drainage pond. It is approximately 420 feet long and has a maximum height of 5 feet. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. A Homeowners Association shall be created to take ownership of the retaining wall. STREETS The developer proposes to construct a loop to connect two local streets, Kings Road and Mill Creek Lane, throughout the development. The plans must annotate the width of the roadway, sidewalks, and the right of way. The profile view of the roadway shows roadwork extending onto the existing Kings Road. The plans must show the station where the new construction ties in to the existing road as well as the limits of construction. The plans must include erosion control measures to the limits of construction. Driveway grades must be between 0.5 and 10.0% at any point on the driveway. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to meet this standard. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. SANITARY SEWER AND WATERMAIN The sanitary sewer will connect to the Kings Road stub to provide service for all the lots. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. ASSESSMENTS An assessment for Minnewashta Parkway improvements is outstanding for this property. The principal of $3,040.00 was deferred until subdivision and it has been accruing 61/o interest since 1994. As of August 1, 2013, the assessment amount due was $6,612.10. At the time of the final plat, this assessment plus the additional accrued interest must be paid or reassessed. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 6 of 13 Water and sewer hookups are due at the time of final plat. The hookup fees will be assessed at the rate in effect at that time. SURFACE WATER MANAGEMENT Surface water management connection fees are assessed against all subdivided properties. These fees are used to maintain current infrastructure and to program for future improvements to surface water features. Fees are based upon proposed land use type as a surrogate for impervious surface and are collected for water quantity and water quality based upon developable land. The following tables show how the surface water management fees were calculated for this development. Gross Area 4.04 Ac Outlot A -0.15 Ac deduct $2,830.00 Public R/W -0.97 Ac deduct $4,050.00 Net Assessable 2.92 Ac Area Table 1. Net Assessable Area Table 2. SWMP Fee Calculation Surface Water Management Fees due with final plat are $15,646.50. WETLAND PROTECTION The area was previously delineated and conditions have not substantially changed. The developer, the consulting engineer and city staff met and concluded that the applicant could re - delineate the wetland boundary or assume an elevation of 948 feet and base wetland buffer and setback requirements from this elevation. The wetland is classified as Manage 1 in the City's Wetland Protection Plan. The plan set provided by the applicant currently shows the wetland in the southeasterly corner of the property but does not show the wetland in the southwesterly corner of the property. The applicant must show the wetland boundary, the twenty-five (25) foot buffer and the thirty (30) foot primary structure setback from the buffer. The wetland and buffer area must be contained within a drainage and utility easement and appropriate sign locations must be shown on the plan set and installed prior to any earth -disturbing activities. The applicant may, at their discretion, opt to have a new wetland delineation performed and apply for a wetland boundary determination. Any approvals would be contingent upon acceptance of this Rate per Acre Acres Total Water Quality $2,830.00 2.92 $8,263.60— 8,263.60WaterQuanti Water Quanti $4,050.00 2.92 $11,826.00 New Area Tributary to Pond Credit for treatment Provided Water quality(0.5) 3.14 -$4,443.10 SURFACE WATER MANGEMENT CONNECTION FEE 1 $15,646.50 Table 2. SWMP Fee Calculation Surface Water Management Fees due with final plat are $15,646.50. WETLAND PROTECTION The area was previously delineated and conditions have not substantially changed. The developer, the consulting engineer and city staff met and concluded that the applicant could re - delineate the wetland boundary or assume an elevation of 948 feet and base wetland buffer and setback requirements from this elevation. The wetland is classified as Manage 1 in the City's Wetland Protection Plan. The plan set provided by the applicant currently shows the wetland in the southeasterly corner of the property but does not show the wetland in the southwesterly corner of the property. The applicant must show the wetland boundary, the twenty-five (25) foot buffer and the thirty (30) foot primary structure setback from the buffer. The wetland and buffer area must be contained within a drainage and utility easement and appropriate sign locations must be shown on the plan set and installed prior to any earth -disturbing activities. The applicant may, at their discretion, opt to have a new wetland delineation performed and apply for a wetland boundary determination. Any approvals would be contingent upon acceptance of this Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 7 of 13 delineation and would be required to follow the appropriate notifications as required by Minnesota Rules, Chapter 8420. Grading will occur within the buffer area within Lot 4, Block 3 and within Outlot B. The applicant must demonstrate how these areas will be restored to a naturally vegetated state as described in Section 20-411 of Chanhassen City Code. SHORELAND MANAGEMENT DISTRICT The entire site lies within the Shoreland Management District for Lake St. Joe which is classified as a Natural Environment Lake by the MN Department of Natural Resources. Minimum design standards for lots within this management district call for 15,000 square feet in area and a width of 90 feet. The proposed lots meet these requirements. In addition, no lot may exceed 25% impervious surface coverage. Based upon the minimum lot size and the typical home footprint, all lots are compliant with this requirement. LANDSCAPING AND TREE PRESERVATION The applicant has provided a tree inventory and removal plan for the subdivision. Bufferyard plantings are not required for this development. Tree preservation calculations for the development are shown below. Total upland area (excluding wetlands) 204,811 SF or 4.7 ac. Total canopy area (excluding wetlands) 100,581 SF or 2.3 ac Baseline canopy coverage 49% Minimum canopy coverage allowed 35% or 71,683 SF Proposed tree preservation 7% or 14,842 SF The developer does not meet minimum canopy coverage allowed. Additional plantings will be required to bring the baseline canopy coverage up to the minimum required. Required plantings 62 trees (71,683-14,842) x 1.2 /1089 The applicant has proposed 63 trees to be planted for the development. The applicant has proposed a grouping of trees near the stormwater pond. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. PARKS AND RECREATION COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed Lake St. Joe's Cove is wholly located within the Roundhouse Park neighborhood park service area. Roundhouse Park features the following Lake St. Joe's Cove—Planning Case 2013-18 August 20, 2013 Page 8 of 13 amenities: swimming beach, playground, swings, picnic shelter, fishing pier, basketball court, skating rink, open play field, trails and parking area. COMPREHENSIVE TRAIL PLAN The city's comprehensive trail plan calls for public parks to be connected to neighborhoods through a combination of sidewalks and trails. The proposed Lake St. Joe's Cove is connected by sidewalk to Roundhouse Park and the Minnewashta Parkway pedestrian trail. MISCELLANEOUS Building Official: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal: 1. Proposed fire hydrant(s) location is acceptable. 2. No burring permits will be issued for tree/brush removal. They must be chipped or hauled away. 3. Prior to new home combustible construction fire hydrants must be made serviceable. 4. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. A three-foot clear space must be maintained around fire hydrant(s). Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 9 of 13 COMPLIANCE TABLE Setbacks: Front — 30 feet, side —10 feet, rear— 30 feet Hardcover: 25 percent RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the subdivision subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Areas . ft. Width ft. Depth ft. Notes Code 15,000 90 120 LI Bl 17,668 120 135 Comer Lot L2 Bl 17,500 125 140 L3 Bl 17,767 110 138 Corner Lot Ll B2 16,017 124 141 Ll B3 18,891 130 158 L2 B3 15,499 99 131 L3 B3 15,342 118 130 L4 B3 18,686 165 230 Outlot A 6,702 Stormwater pond ROW 42,408 0.97 acres TOTAL 186,480 4.28 acres Setbacks: Front — 30 feet, side —10 feet, rear— 30 feet Hardcover: 25 percent RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the subdivision subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 10 of 13 Enmg eerine: 9. Access to the properties in Victoria must be maintained. 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 -foot easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." 11. Plat must dedicate driveway access easement on Lot 4, Block 3 for access to the property in Victoria. 12. The easement between Block 1, Lot 1 and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 13. The easement at the northeast corner of Block 3, Lot 1 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 14. The plat document must be amended to include Outlot B, which is shown in the plans. 15. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. 16. The grading plans must show the benchmark elevation used for the survey. 17. In the relatively flat areas, such as the Swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. 18. The 15 -inch storm sewer pipe from CBMHI to the existing structure shall be constructed with a minimum 0.70 % slope. 19. The existing storm sewer manhole on Outlot A, Cimmaron Addition must be replaced to include a 3 -foot sump. 20. The property owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. 21. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 22. The contours show water flowing to the northeast corner of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building comer to direct water flow away from the structure. 23. The driveway grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 24. An escrow (110% of the estimated erosion control for this development) is required before site grading begins. Lake St. Joe's Cove—Planning Case 2013-18 August 20, 2013 Page 11 of 13 25. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 26. Walls taller than 6 feet shall not be constructed with boulder rock. 27. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. 28. A Homeowners Association shall be created to take ownership of the retaining wall. 29. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 30. The plans must show the station where the new construction ties in to the existing road as well as the limits of construction. 31. The plans must include erosion control measures to the limits of construction. 32. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. 33. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. 34. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 35. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. 36. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 37. Water and sewer hookups are due at the time of final plat. The hookup fees will be assessed at the rate in effect at that time. Fire Marshal: 38. Proposed fire hydrant(s) location is acceptable. 39. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. 40. Prior to new home combustible construction fire hydrants must be made serviceable. 41. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 42. A three-foot clear space must be maintained around fire hydrant(s). Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 12 of 13 Natural Resource Coordinator: 43. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. 44. Tree protection fencing shall be installed at the edge of grading limits near preserved areas of trees. Parks and Recreation: 45. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). Water Resources Coordinator: 46. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 -foot setback must be shown accordingly. 47. All wetland and buffer areas not within an outlot must be contained within a drainage and utility easement. 48. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 49. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination Sytem/State Disposal System 50. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth - disturbing activities. 51. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 52. The details must be changed to reflect the most up-to-date city standard details. 53. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manhole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 54. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. Lake St. Joe's Cove — Planning Case 2013-18 August 20, 2013 Page 13 of 13 55. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 56. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy ALTA/ACSM Land Title Survey. 4. Reduced Copy Preliminary Plat. 5. Reduced Copy Tree Survey Plan. 6. Reduced Copy Final Plat. 7. Reduced Copy Title Sheet. 8. Reduced Copy Street Design. 9. Reduced Copy Sanitary Sewer and Water. 10. Reduced Copy Storm Sewer. 11. Reduced Copy Grading and Drainage Plan. 12. Reduced Copy Erosion Control Plan. 13. Reduced Copy Landscape Plan. 14. Public Hearing Notice and Mailing List. 15. Correction to Public Hearing Notice Date and Mailing List. gAplan\2013 planning cases\2013-I8 lake st. joe's covetstaff report lake st joes cove.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of STS Property, LLC and Jerry & Kristin Kortgard for Subdivision approval. On August 20, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of STS Property, LLC and Jerry & Kristin Kortgard for preliminary plat approval of property into eight lots. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: That part of Lot Two (2) of Section Seven (7), Township One Hundred Sixteen (116), Range Twenty-three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West Line of said Lot Two (2), distance Twenty (20) rods from the Northwest comer of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, Thirty-two (32) rods; thence North at right angles, Twenty (20) rods, thence West, at right angles, Thirty-two (32) rods to the place of beginning. And, Outlot A, Cimmaron, Carver County, Minnesota 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; i The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 5. The planning report #2013-18 dated August 20, 2013, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the subdivision. ADOPTED by the Chanhassen Planning Commission this 2e day of August, 2013. CHANHASSEN PLANNING COMNUSSION Its Chairman 2 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. 3013 -t R CYT1'OF.CHA(N ftEEEB/� 0 JUL '19, 20a.i CMWHA5§Ey 4ANN!NPP9VT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* / ► Ar�� aso V Subdivision* 9 ((o00 -f I05 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost** UP/SPR/VACNARNVAP/Metes & Bounds - 450 Minor SUBS TOTALFEE$ An additional fee of $3.0v per address within the public hearing notification area will be prior to the public hearing. to the aoolicant *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: -Tt3GS � rt 1)t LOCATION: LEGAL DESCRIPTION AND PID: TOTALACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: YES A_ NO 12 S --f - on REQUESTED LAND USE DESIGNATION: Ne; G�-,�n•� REASON FOR REQUEST: S L) M peAA� 0 rjic 'I (...fes cs C111vi i 6LA,4o FOR SITE PLAN REVIEW: Include number of existing employees: �J OV and new employees: N/A This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or 1 am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed witq the study. The documents and information I have submitted are true and correct to the best of my knowledge. )wf & -�/, c / 3 7-t7-15 Signature of Applicant Date Signature of Feebwner 9:\p1an\f0m \developmem review applicatimAm 717.13 Date Ln PROJECT NAME: 'ST zt3LS C h Iii. LOCATION: LEGAL DESCRIPTION AND PID: • I Ln TOTALACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: r PRESENT LAND USE DESIGNATION: YES _,< NO REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: R Sf Las an.� aul toy FOR SITE PLAN REVIEW: Include number of existing employees: �J /A- and new employees: k R This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 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Engelhardt, being first duly sworn, on oath deposes that she is and was on August 8, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Lake St. Joe's Cove — Planning Case 2013-18 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. lt..c,�-vim Karen -Y. Enge t, eput 'lerk Subscribed and sworn to before me this day of , --*, � 2013. ng=�LXNAa -44-1 Notary P lic ,� KIM T. MEUWISSEN Notary PublicMinnesota '"•Ni My Commission Ezpires Jen 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 8, 2013 at 7:00 P.M. This hearing may not start Location: until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for subdivision review of 4.04 acres on property zoned Proposal: Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane — LAKE ST. JOE'S COVE Applicant: STS Property, LLC/Jerry & Kristin Kortand Property East of city limits, and south of the Cimarron subdivision Location: between Kings Road and Mill Creek Lane A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. _ If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-18. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at boenerous(fti.chanhassen.mmus or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Plannina Stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 8, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and Proposal: south of the Cimarron subdivision between Kings Road and Mill Croak I ane — I AKF ST .IOF'3 COVE ALEC D & CYNTHIA WILSON BARBARA B WILSON BENJAMIN A CLYMER 7080 KINGS RD 7050 KINGS RD 1751 PINNACLE DR #1500 EXCELSIOR MN 55331-9617 EXCELSIOR MN 55331-9617 MC LEAN VA 22102-3833 BRADFORD W & SUZETTE C BRETT R STENBERG CIMMARON COMMUNITY ASSN INC YEAGER MN 55331-9616 7000 MILL CREEK LN 4130 KINGS RD EXCELSIOR M 4130 KINGS EXCELSIOR MN 55331-5706 EXCELSIOR MN 55331-9616 CLARK C & ANNETTE M GRANT CRISTIE REUS DAVID J & MARGARET L BORRIS 7041 MILL CREEK LN 3955 MERINO AVE 4071 KINGS RD EXCELSIOR MN 55331-5707 WATERTOWN MN 55388-9310 EXCELSIOR MN 55331-7771 ERIC S & SONIA K CARVER JAMAL & JOY LEWIS JAMES R & JENNIFER M WIBERG 7200 KINGS LN 4170 KINGS RD 4191 KINGS RD EXCELSIOR MN 55331-9612 EXCELSIOR MN 55331-9616 EXCELSIOR MN 55331-7772 JEFFREY A KVALHEIM JENNIFER KADAVY REV TRUST JERRY L & KRISTIN L KORTGARD 4120 KINGS RD PO BOX 5674 3901 GLENDALE DR EXCELSIOR MN 55331-9616 MINNEAPOLIS MN 55440-5674 EXCELSIOR MN 55331-9763 JOHN A & AMY F HIRSH KELLY R & LORETTA A DUNN KEVIN A & SMITHA A ABBOTT 4211 KINGS RD 7001 MILL CREEK LN 4140 KINGS RD EXCELSIOR MN 55331-7767 EXCELSIOR MN 55331-5707 EXCELSIOR MN 55331-9616 LINDA A SCOTT MARK B & JANE E HERFURTH MATTHEW C & BRETTE M HERMANN 4031 KINGS RD 4150 KINGS RD 26145 OAK LEAF TRL EXCELSIOR MN 55331-7771 EXCELSIOR MN 55331-9616 EXCELSIOR MN 55331-8475 MICHAEL A & JESSICA L PASQUA MICHAEL S & REBECCA B RICHARD N & JANINE E MCLELLAN 4160 KINGS RD SANDBERG 4151 KINGS RD EXCELSIOR MN 55331-9616 7020 MILL CREEK LN EXCELSIOR MN 55331-7772 EXCELSIOR MN 55331-5706 STEVEN W & BRENDA B HACHTMAN THOMAS FILSINGER THOMAS P & NICOLE L WILKEN 6984 COUNTRY OAKS RD 7120 KINGS RD 4110 KINGS RD EXCELSIOR MN 55331-7774 EXCELSIOR MN 55331-9617 EXCELSIOR MN 55331-9616 U S HOME CORP (DBA/LENNAR) VICTORIA CITY 16305 36TH AVE N STE 600 PO BOX 36 PLYMOUTH MN 55446-4270 VICTORIA MN 55386-0036 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on August 9, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Correction to Public Hearing Date for Lake St. Joe's Cove — Planning Case 2013-18 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sw m to before me this _q"' day of , 2013. Notary iblic K en J. E fl ardt, uty Clerk KIM T. MEUWISSEN Notary Public -Minnesota Aly Commission E>pues Jen 31.2015 CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF CORRECTION TO PUBLIC HEARING DATE Dear Property Owner: On August 8, 2013, the City of Chanhassen mailed a public hearing notice postcard to you regarding the following proposal: Request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane — LAKE ST. JOE'S COVE The date of the public hearing on the notice was incorrectly shown as August 8, 2013. The correct date of this public hearing is AUGUST 20, 2013. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. If you have questions regarding this proposal, contact Bob Generous at 952-227-1131 or by email: bgenerous aaci.chanhassen.mn.us, or visit the project web page at www.ci.chanhassen.mn.us/2012-18. CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF CORRECTION TO PUBLIC HEARING DATE Dear Property Owner: On August 8, 2013, the City of Chanhassen mailed a public hearing notice postcard to you regarding the following proposal: • Request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane — LAKE ST. JOE'S COVE The date of the public hearing on the notice was incorrectly shown as August 8, 2013. The correct date of this public hearing is AUGUST 20, 2013. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. If you have questions regarding this proposal, contact Bob Generous at 952-227-1131 or by email: bgenerous(a)ci.chanhassen.mn.us, or visit the project web page at www.ci.chanhassen.mn.us/2012-18. ALEC D & CYNTHIA WILSON BARBARA B WILSON BENJAMIN A CLYMER 7080 KINGS RD 7050 KINGS RD 1751 PINNACLE DR #1500 EXCELSIOR MN 55331-9617 EXCELSIOR MN 55331-9617 MC LEAN VA 22102-3833 BRADFORD W & SUZETTE C YEAGER BRETT R STENBERG CIMMARON COMMUNITY ASSN INC 4130 KINGS RD 7000 MILL CREEK LN 4130 KINGS RD EXCELSIOR MN 55331-9616 EXCELSIOR MN 55331-5706 EXCELSIOR MN 55331-9616 CLARK C & ANNETTE M GRANT CRISTIE REUS DAVID J & MARGARET L BORRIS 7041 MILL CREEK LN 3955 MERINO AVE 4071 KINGS RD EXCELSIOR MN 55331-5707 WATERTOWN MN 55388-9310 EXCELSIOR MN 55331-7771 ERIC S & SONIA K CARVER JAMAL & JOY LEWIS JAMES R & JENNIFER M WIBERG 7200 KINGS LN 4170 KINGS RD 4191 KINGS RD EXCELSIOR MN 55331-9612 EXCELSIOR MN 55331-9616 EXCELSIOR MN 55331-7772 JEFFREY A KVALHEIM JENNIFER KADAVY REV TRUST JERRY L & KRISTIN L KORTGARD 4120 KINGS RD PO BOX 5674 3901 GLENDALE DR EXCELSIOR MN 55331-9616 MINNEAPOLIS MN 55440-5674 EXCELSIOR MN 55331-9763 JOHN A & AMY F HIRSH KELLY R & LORETTA A DUNN KEVIN A & SMITHA A ABBOTT 4211 KINGS RD 7001 MILL CREEK LN 4140 KINGS RD EXCELSIOR MN 55331-7767 EXCELSIOR MN 55331-5707 EXCELSIOR MN 55331-9616 LINDA A SCOTT MARK B & JANE E HERFURTH MATTHEW C & BRETTE M HERMANN 4031 KINGS RD 4150 KINGS RD 26145 OAK LEAF TRL EXCELSIOR MN 55331-7771 EXCELSIOR MN 55331-9616 EXCELSIOR MN 55331-8475 MICHAEL A & JESSICA L PASQUA MICHAEL S & REBECCA B RICHARD N & JANINE E MCLELLAN 4160 KINGS RD SANDBERG 4151 KINGS RD EXCELSIOR MN 55331-9616 7020 MILL CREEK LN EXCELSIOR MN 55331-7772 EXCELSIOR MN 55331-5706 STEVEN W & BRENDA B HACHTMAN THOMAS FILSINGER THOMAS P & NICOLE L WILKEN 6984 COUNTRY OAKS RD 7120 KINGS RD 4110 KINGS RD EXCELSIOR MN 55331-7774 EXCELSIOR MN 55331-9617 EXCELSIOR MN 55331-9616 U S HOME CORP (DBA/LENNAR) VICTORIA CITY 16305 36TH AVE N STE 600 PO BOX 36 PLYMOUTH MN 55446-4270 VICTORIA MN 55386-0036 SeE7. 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Schmitt[ Profe m.1 Lientl Sur,1.1 Memesnm Lic-26147 CHANHASSEN PLANNING DEPT M USEIINCLllmNGCaPYIRG,DISTRIBUTION,ANDIORCONVEYANCEOFALTA/ACSMLANDTITLESUKVEY """" 1 OLS ]10.311 ApOED LANpSCAPE MATEIBAL _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTE� applCARVEfl COUNTY ]925-001 __ _ _ _ _ _ SATHRE-BERGOLIST, INC 3 E%PRESS WRITTEN AUTHORRATION. USEWITHOUTBOOK %XN/PAGE %%X RAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE ANO SHALL THEREBY SATHRE-BERGQUIST, INC. PREPARED FOR NDEMNIFY SATHRE-BERGQUIST, INC OF ALL RESPONSIBILITY15p5pUTHBROAOwAy YY/tylATA MI •AN1 (Z3)QBQONSATHRE-0ERGCUIST INC. RESERVES THE WGHT TO HOLD ANY ILLEGITIMATE- - - - - - - USER OR PARTY LEGALLYRESPONSIBLE FOR DAMAGES OR LOSSES RESULTNG MINNESOTA STS PROPERTY, LLC b FROM ILLEGtTMATE USE. 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IF( ed to lan ei revery An -I A 1h1 r n. ne TR.E.maC to Oalad 1. ,mrry eo vERh n4 '"A it'"Amale.. ale m att-N rhh Ih'nll Mwwum St'"' D"'n Reyuvamamr Nv ALTA Al I. RR Til. Swvq,. M.I, es.H, adahyanlM AI TA ao{ RSP Tx I.M.,^Erat ramPm m,�±nll. CITY OF CHANHASSEN mlm tm lm mY orNN stl, RECEIVED JUL 19 2013 Dann L. Schmitt[ Profe m.1 Lientl Sur,1.1 Memesnm Lic-26147 CHANHASSEN PLANNING DEPT M USEIINCLllmNGCaPYIRG,DISTRIBUTION,ANDIORCONVEYANCEOFALTA/ACSMLANDTITLESUKVEY """" 1 OLS ]10.311 ApOED LANpSCAPE MATEIBAL _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTE� applCARVEfl COUNTY ]925-001 __ _ _ _ _ _ SATHRE-BERGOLIST, INC 3 E%PRESS WRITTEN AUTHORRATION. USEWITHOUTBOOK %XN/PAGE %%X RAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE ANO SHALL THEREBY SATHRE-BERGQUIST, INC. PREPARED FOR NDEMNIFY SATHRE-BERGQUIST, INC OF ALL RESPONSIBILITY15p5pUTHBROAOwAy YY/tylATA MI •AN1 (Z3)QBQONSATHRE-0ERGCUIST INC. RESERVES THE WGHT TO HOLD ANY ILLEGITIMATE- - - - - - - USER OR PARTY LEGALLYRESPONSIBLE FOR DAMAGES OR LOSSES RESULTNG MINNESOTA STS PROPERTY, LLC b FROM ILLEGtTMATE USE. Qeaa P,-� 1 , SITE DATA `USED ZONING DISTRICT -RSF WIDTH -90 FEET DEPTH - 125 FEET DEPTH -60 FEET 2YARD -30 FEET LOT AREA -15000 SF VICINITY MAP �Y Oaks r 5W1;,O" Ln va" Oak L; RM IDn9s Rd a:= n ^. .. ,_+ `Mar Prim Ro, PREPARED BY III PREPARED FOR II an I NH[HSEHGCAl IST, INC. Oudot A. CIMMARON, according to Ole mored plat thereof. Calver County. Minnesota. 150 S. BROADWAY S'' CLIENTIDEVELOPER WAYZATA, MN 55391 BY $ �o That part of Lot 2 of Section Seven (7), Township One Hundred Sixteen(116), Range Twenty STS Development, LLC PHONE:(952)1D4 0 Todd Simning FAX: (952) 4]6-0-0104 Commencing at a point on the West line of said Lot Two (2). disn(nee Twenty (20) tots here the 5605 Zumbra Drive htp5/Avww.move can ENGINEERUNpERTHE UWSOFTNESTATEO MINNESOTA Exoelsior, MN 55331 Contacts: angles. Thirty-two (32) To& to the place of beginnin except that part platted as CIMMARON, Daniel L. Schmid) ItmEME-READTHRE-BER RESE INC OHE SATHHEBERGOUIST, INL RESERVEBTHE scnmldl(a•sative min La 20 0 25 AB to CHANHASSEN. NW CORNER OF LOT 2, SEC.7, TWP.116, RGE.23 CORNER OF LOT 2T-- 7, TIP.116. RGE.23 / / I 3� mrc " ON� O In O i .n \I O_ IJ� LAKE ST. JOE'S COVE NORM UNE OF GOVERNMENT LOT 2 I A A h A A L) /'\ A I v I IVI IV] i t I\ U I V I — — N89a51'orw — — N89°51'08"VW (32 28od) 522.44 FND IRON MON. /( 30.00 30.00 'I. Iss a.,.. 129.31 'fn( 125.00 148,02 FRO 1/2-, RON IR MO f/ — — — — — N — — — — — (POINT OE %C EN<EMENT) In C N no mo (DO � on (D V) LEGAL DESCRIPTION' Oudot A. CIMMARON, according to Ole mored plat thereof. Calver County. Minnesota. I HEREBY CERTIFY TRACT TMS FILAR OR SPELRIC"ON WAS S'' ; and00 BY $ �o That part of Lot 2 of Section Seven (7), Township One Hundred Sixteen(116), Range Twenty o 0 Three (23). Fifth Principal Meridian, acconling to Government survey drneof, describe as follows. at it Commencing at a point on the West line of said Lot Two (2). disn(nee Twenty (20) tots here the Northwest comer, ofsaid LOC theme South, along said West line. Twenty (20) rods: thence East ENGINEERUNpERTHE UWSOFTNESTATEO MINNESOTA at right angles. 32 rods: Thence North at right angles. Twenty (20) Rods: thence west at right angles. Thirty-two (32) To& to the place of beginnin except that part platted as CIMMARON, according the recorded plat thereof. Carver County Minne cut. ItmEME-READTHRE-BER RESE INC OHE SATHHEBERGOUIST, INL RESERVEBTHE NORTH La 20 0 25 AB to CHANHASSEN. a 5a a III SO. IN FEET j 90° rM�p p '3 v UG IA 3 cV L-� iV p °'C rn 17,668. aq.R N pl !O'I p G Vppil r•C•a i."Z" �r ~wTg o 0 of �a 17.7637. Sq.R G70 .6v 09 O N 17,500. sq. R Zi o76h 90Cg�,00 1 f 9� 6�� w.00 T.o0 _ gs Oo00 p v X arod> Cv 84.31 / 125.00 29.04 O S �i p ry a0 L > / i L /7 G/ v N62O1 1869 e;, 4, 02? 41 20 0p!O \ \1 N ory OU ITI A ^� R O V I L V I 2"5 Q 16,017. Sq. R 1 2I� r c 166.71 E pO' 1F --- 42.466sq.Ro�Ogo/3 �6a 32E Ery°�3 iR MII.LCREEKLANE �i i 0• /- o�/ \ /Ol // 8 -t 76,; 4,90 T6q 93� �' 118.02 98.68 11302401" f/ , 1 et 6 wL> pp pp" Os9 j5" 'o 0 10 1 D' 1 $ N I u `n22 On o /L > 3 7r oh ' i 1 n 4 3 o'I 2 �„ �, A>�o� z 0 3 ^p h 15.499. sq. R Q ° 18.691 sq. R o 1 16,686. Sq.R no 15,342. Sq. R 518.83 S89051'08"E - 528.00(32 - NBg°51'OB'W W 0 Z IXS - USE QNCLUMNGCOWING. DISTRIBUTON AGGR WNYEYANLE OF I HEREBY CERTIFY TRACT TMS FILAR OR SPELRIC"ON WAS S'' CITY(itoJELT NO BY INFORIMTON) OF THIS PRODUOT IS STRICTLY FROARITED WITHOUT S1TMiE-BERGOUIST.INL's E%PREBB PREMED BY ME OR UNDER W DIRECT SUPEW&,, ANO THATI AM A DULY REGISTERED PROFESSIOWIL -ry—°RAs'^I PRELIMINARY PLAT ISSAMAUTIgkLU%FONCONSTITUTESANILLEGITIMTEUSEANDSW1LTHERESY NAITTEN AUTHORIZATION VEE WmgtR ENGINEERUNpERTHE UWSOFTNESTATEO MINNESOTA p 3 SATHRE-BERGQUISTI INC. CHECKED BY ItmEME-READTHRE-BER RESE INC OHE SATHHEBERGOUIST, INL RESERVEBTHE �\ ^ J ,., 1aBa0UHBROADWAY WAYZATA.MN. 35]01 )YII)i]aaW]DT CHANHASSEN. j RIGHT TO HOLDIAN mGHi TO HOLD ANY ILLEGITMATE Wf ,---(C/`i/— ' MINNESOTALAKE ° USER ORPMTYLEGALLYRESPONSIBLEFORDAMAGESORLOSSESRESULTING ST. JOE'S COVE FROM ILLEGITM4TE USE. D .n LSN PETaP5Dvb 06163813Ic RA ZBU, Tree Calculations: S[Joe's Cove Date: D7-11-2013 Removed Saved 1 APP it 2 PIN 12.5 3 BOX 31 MAP 19 5 00X 14.5 ELM 11.5 BOX 12 BOX 12.5 ELM 12 ASH 15 1 CHE 11 E M 18 ASH 13 1 ASH 16 15 ELM 10 ASH 13 17 BOX 18 APP 19 MAP 17.5 ELM 13 21 ELM 11 BOX its BOX 14 2 ASH 10.5 ASH 23.5 2 ELM 10.5 27 ASH 14 BOX 12.5 29 ASH 41 BOX 25 31 BOX 12 BOX 12 33 ASH 12 34 BOX 13 35 ELM 10 36 BOX 18 37 BOX 13.5 38 ASH 10.5 BOX 10 40 BOX 10 41 ASH i1.5 4 BOX 10.5 43 ASH 21 44 MAP 31 4 MAP 25 46 SPR 10.5 47 SPR 13 48 SPR 13 49 CED 10 50 CED 10 51 ELM 15 52 BOX 11 CED 14 I53 CED 115 5 BOX 22 TOtel Caliper Inches Proposed Removal W)MH 968.5 caliper indles 823 callperintlles ♦i ♦♦�� ♦♦ `♦` ♦ ♦ /moi: ♦ `` ♦ _ _ -R40_ ' 4o z. qp Q io ao eo SCA00004 LE IN FEET ME USE BNLLUDING COPYING. DISTRIBUTION. AMO/OR CONVEYANCE OF I HERESY CERTIFY THAT THIS PLAN OR SPECIFICATION W,♦q CITY PROJECT NO FILE N� INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WTTgUT PREPARED BY ME OR UNDER MY URECT SUPERVISION AM THAT — SATHRE-0ERGWIST.INC'a EXPRESGWR NAUTHOR2UJON USENTNOUT AM A WV REGISTERED PROFESSOUL ENGINEER ONO" THE TREE SURVEY PLAN SAID AUTHORIUTION CONSTTUTES AN ILLEGITIMATE USE AND SKULL THEREBY LAWS OF THE STATE MINNESOTA y40k i SATHRE-BERGQUIST, INC. CHANHASSEN, ST JOE'S COVE INDEMNIFY GATHRE-BERGQUISTINC OF ALLRESPONSIBILITY SATHRE-BERGWIST. INC RESERVES THE RIGHT TO NWD ANY ILLEGITIMATE IFE 31ISO SOUTH BROADWAY WAYI TA JM 55381 (HS2) 4RW9l UG ER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES 09 LOSSES RESULTING WA MINNESOTACHANHASSENIMN FROM ILLEGITMATE USE Den.I L SGmML P E •'�Fqa e�F TS 1 On. W940I3 LII,. No 26147 �{ Y LAKE ST, JOE'S COVE KNOW ALL PERSONS BY THESE PRESENTS: That STS PROPERTY, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the State of Mimesom, County ofCarver, m wk: Outlot A, CIMMARON, according to the recored plat hereof, Cavta ee County. Mumesa. and That pan of La 2 of Section Seven 171. Township One Hundred Sixteen(I 16), Range Twenty Three (23), Frith Priticipal Mendian, mm a¢mding to Govemt survey thereof, desrnbe as follows, to wit Commencing at a point on the West line of said Lot Two (2), distance Twenty (20) rods from he Northwest corner of.id Lot; thence South, along said West line, Twenty (20) rods; thence East at Tight angles, 32 rads; thence North at right angles, Twenty (20) Rods; thence west, at right angles, Thirty-two (32) rods to the place of beginnin except that pan Planed as CIMMARON, according the recorded plat thereof, Carver Co M' COUNTY SURVEYOR. Carver County. Minimum Pursuant to Chapter 395, Mimlesma laws of 1971, this plat has been approved this day of 20 . John E. Freemyer, Carver County Surveyor By: COUNTY TREASURER, Carver County, Minnesota. I hereby certify Mat the fazes payable for Me year for land described on Mis plat as CIMMARON have been paid an Mis day of 20 Tom Kerber. County Treasurer By: arty aesom. COUNTY AUDITOR, Carver County, Minnesota. COUNTY RECORDER, Has caused he same to be surveyed and platted as LAKE ST. JOE'S COVE and does hereby dedicatem he public for public use forever the dmblage and Iherby certify that Mm d ere are elinpuem taxpoor es far all years or to far land described on Mis plat and Carver County, Mammon utility maz easeents mewled by this plat transfer entered. Dated this day of , 20 1 hereby certify Mal Mis filed! M plat of CIMMARON was fileis day of 20_1 at _oclock_. M. as Document No. Mark Lundgren, County Auditor Can W. Harmon Jr., Canty Recorder In witness whereof said STS PROPERTY, LLC., a Minnesota limited liability company, has posed hese presents to be signed by its proper officer this STS PROPERTY, LLC By. By Toddid Simnmg,Vke President STATE OF MINNESOTA xw wwrEa v tat x. COUNTY OF mr cm[n a tat y _ 5[U, li.n0. RElJ The foregoing instmme°t was acknowledged before me this day of, 20 , by Todd M. Simning,Vke Presidmn, of STS PROPERTY, LLC.. a Milumsora limned liability company. /_ DRAINAGE AND UTILITY EASEMENTS ARE I SHOWN THUS: Notary Public, Hemepin Comry, Mmnesom My Commission Eapi.: s- - C] 88 S. C L r A e O supervision Daniel L. Schmidt, do hereby certify that this plat was prepared by me or under my direct supervision Mat 1 am a duly licensed Land Surveyor in the - Ls J^ b ii Sure of Mimmora: that his plat a a correct representative of the boundary survey; Mat all mathematical data and labels are correctly designated m the plat: that all monuments depicted on he plat have been or will be correctly set within one year az indicated on he plat that all water boundaries and wet - Inds az de! ed In Minnesom Statutes, Secnm 505.01. Subdivision 3 existing as of he date of this certification are shown and labeled on Me plat: and i —1 L I 1 1 that all Public ways are shown and labeled on the plat. LTJ % NOT TO SCALE Dated this day of . 20 BEING 5 FEET IN WIDTH AND ADJOINING LOT l LINES, UNLESS OTHERWISE INDICATED, AND C) I a A i_) /� AI I 10 FEET IN WIDTH AND ADJOINING RIGHT OF I v 1 VI IVi l n ♦ V lv 1 _ f WAY LINES, UNLESS OTHERWISE 1 % INDICATED,AS SHOWN ON THE PLAT. Darrel L. Schmidt 1 _ N89051'08'W Isszaaol Licensed Land Surveyor 522.44 Mmnesoh License No. 26147 ria woN uox, xito xioo 129.31 125.00 141T02 .shoe A• L' ..�:xw�m om.;n r — — — — F — — —I F. — — — �,- x0o STATE OF MINNESOTA C. 1 �� w g 'J�.` COUNTY OF HENNEPVa e M a I - •:m�: p Pal Z The foregoing instrument we acknowledged before me this day of, 20 , by Dansl L. Schmidt Pro(essioml Land x �� I " I I 5,y+, / i v �Ti.vT , I < Surveyor. Minnesota License ac nowle I e a.m war = ve P I o' e r \` pl I It I I l _ s) aJ2,J3� I VC Notary Pubhe Hemepin Comry• Mimesom ; N•`Vp• �i ea.31 /1 L — — —I L �_ � �e1i68.2t C My Commission Expbes: Print Name n\ � I 125. W M.011 / °, P `; a o „ "��dd $` _ IR 589.51,011,E ChaMazsem Mmeesom � a + �� _ _ _ _ NORTH in ery�oA ;R MILL CREEK LANE This plat of LAKE ST.IOE'S COVE was approved by he City Council of the City of ChaMassen. Mmnesaa a1 a regular meeting heed Mis °va°� (� , dry of , 20_. and is in compliance wiM he provisions of Mi rresm, Shames Section 505 03. Subdivision 2. r/ 4 :1 8j 9J _ 11802 _ —1 r _ 98.68 1\ �YOr 1 •b iwG 50 25 0 25 50 100 �0� �wrs. I I I an 8� r o•"e a ; I m; �p , CITY COUNCIL OF THE CITY OF CHANHASSEN,MWNESOTA g8MiM g BY: .ham SCr E IN FEET 6R:1 I �I I of I ¢• 111' of b WHO ;' Y uRR II I� 3 sl IR _° The bases for Me beading system is the ncM line m o - C ^„ ; 'V'x 1 n I^ 1 S Govemment LM 2. Sectim T TnxnsNp 116, Range L BY: _ , Ciry Clek 23. which is assumed to bear S88°52'40'E I BO° __JL -r JL-----J`----� 1.00•`M� p DENOTES IR INCH BY 14 INCH IRON PIPE SET IN 1 12 e.aa 11.22 13370 132.13 g- 4. SATHRE-BERGQUIST,INC. THE GROUND AND MARKED By LICENSE NO. 25147 516.83 — $ W • DENOTES FOUND IRON MONUMENT 589.57,08,E - lsi emro.)-- Girw SITE DATA DESASWY ITER/A PROPOSED ZONING DISTRICT - RSF LOT WIDTH - 90 FEET LOT DEPTH - 125 FEET PAD DEPTH - 60 FEET SE78AC/GS SIDE YARD SETBACKS 10 FEET FRONT YARD SETBACKS -30 FEET REAR YARD - 30 FEET MIN. LOT AREA - 15.000 SF SHEET INDEX TABLE SHEET Description 1 Title Sheet 2 Street Design 3 Sanitary Sewer and Waterrnain 4 Storm Sewer Design 5 Grading and Drainage Plan 6 Erosion Control Plan 7 Landscape Plan 8-9 Detail Sheets TITLE SHEETsplDAur VICINITY MAP r F, S, TF� PREPARED BY PREPARED FOR SATHRE-BERGOUIST, INC I 150 S. BROADWAY CLIENTIDEVELOPER WAYZATA, MN 55391 STS Development, LLC PHONE. (952) 4766000 Todd Simning FAX: (952) 4760104 5605 Zumbra Drive h11n-AWWW saBxe.Dom Excelsior, MN 55331 Contacts: DanIN L Schmidt schmR,tdsaBvD ,m 4B 20 B 2p a JBB A�XoWJIIIIMscpLE IN FEETEET I` REMOVE y � TEMPOR Y C -D -S u I 10 I AKF ST. JOE'S C OVF I Ivi IVI I r, I\ v 1 N ST#5 S1 I I I 0 ST#6 - 2 � J I / I DF6OLD 72 N0 4t-1 / — — L -- -. _ _ _ _ _ _ _ — oa r \ a Sor GF 969.0 GF 9740 GF 976.0 WO WO LO BE 9610 BE 966.0 LO 9730 7 I AOARB I ; LLmm I I L I %XISTING 16 PC' 1 -9576 AT SER /I / _ �sT#z 71 � I �`O ECT ISR i IF, � i I BF90) �- 1 i�"Sg A' 959.5 i I i i i _— A.G96 4 A G-97,.3 3 I 2 1 ------------------ ROOM— �D .I.HT mwao I I HEREBYGERDFYTHAT THIS PLAN OR SF£GFI4TION Wps I CITYi O.ELT NOR I A DRAINAGE EASEMENT OVER, I _ I UNDER, AND ACROSS ALL OF I OUTLOT B I dN}�c AErBRn4�0Y I ?r emaso I _ !IS.D16I TITLE SHEETsplDAur I I --4 I STWEAER MMTINOsF ESGMRITTENAUT lg TION USEWITWUT ORIunoNDDNBTIT EB.NIL EGITIMATEUSEAWSHµLT EREBY I _ 13[ ghN N _ I I I I I I I I • I I ITi�m I I ; LLmm I I L I %XISTING 16 PC' 1 -9576 AT SER /I / _ �sT#z 71 � I �`O ECT ISR i IF, � i I BF90) �- 1 i�"Sg A' 959.5 i I i i i _— A.G96 4 A G-97,.3 3 I 2 1 ------------------ 59rM ROOM— �D .I.HT mwao SE(INCLUDINGGORYINGDISTRIBUTION. ANIMORCONVEYNREOF I HEREBYGERDFYTHAT THIS PLAN OR SF£GFI4TION Wps I CITYi O.ELT NOR I A DRAINAGE EASEMENT OVER, I _ I UNDER, AND ACROSS ALL OF I OUTLOT B I dN}�c AErBRn4�0Y I ?r emaso I _ !IS.D16I TITLE SHEETsplDAur STWEAER MMTINOsF ESGMRITTENAUT lg TION USEWITWUT ORIunoNDDNBTIT EB.NIL EGITIMATEUSEAWSHµLT EREBY AM A DULY REGISTERED PROFESSIONµ ENGI NPjp URDER THE, uNsxT ,TA EG[MINNE OTp 59rM REvISJDNS SE(INCLUDINGGORYINGDISTRIBUTION. ANIMORCONVEYNREOF I HEREBYGERDFYTHAT THIS PLAN OR SF£GFI4TION Wps CITYi O.ELT NOR EORMAYONI OF TMS FROBUCT IB iTRIGMY PROHIBITED WTHI PREPARED BY ME OR UNDER MY DIRECT SUPERv, pA, THAT I EPS w9, `S — TITLE SHEETsplDAur STWEAER MMTINOsF ESGMRITTENAUT lg TION USEWITWUT ORIunoNDDNBTIT EB.NIL EGITIMATEUSEAWSHµLT EREBY AM A DULY REGISTERED PROFESSIONµ ENGI NPjp URDER THE, uNsxT ,TA EG[MINNE OTp � SATHRE-BERGQUIST, INC.IraEMMFv RE sprHRE4lERGausr.INc of AU RESPONSIaam s BROADWAY WAYZTA MN WWI Iaree000 CHANHASSEN,,�jyp4(6 sarHREaERcaulsr.INc RESERv6sTHEIacNTTOHOLOpNvaLEcmNUTE UBEA qR PARTY Ps.uTR MINNESOTA74 LAKE ST. JOES COVE LEGµLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROMILLEGITMATEUSE DonalL SnXnaEPE DM C61&1015 Le No 15147 -w 1 � sTTi OTrw I"p�c'I n I II I v K Y c�«""xEi°T'o exi�;xc `_________________ I u' BS 10 .w D o: _i-Dl ?_2_________ 'a5�s Ys a 3 js r-----azu,-- �f , u tam im uov i�� [DO I I IBF sesO �l sppap C7 I sLo sr2 1 L-____J I Lo 11 / 5 I, / _.r 4 3 O RE DENTIAL•-- STREET SECTION GF 9690 gg(0. r _ 2-97 5200 GF 9)QO OF 97 0 AO OF :'< -_-_ - - I A DRMNAGE EASEMENT OVER, SAOWO O BF 9000 LO 0)30 _ _ I ___ - - I OUTER. AND ACRO%ALL OF I `�_'6ifz'959.5_i , �• Sr I Nm vI OUTLOTB O LOT -'•y I _ _ _ _ _____ __ -YG'-S054r<cATT3�-2-i AOATM aG zG G 25 4o BG_ �0 a 604 - _._ _ _ _ _.-__ _ _ ------- - - - - ----- - - - - -- _______ . il�..tl.... SCALE IN FEET _ _ __ ___ _ _ _ _ _ _ KINGS ROAD MILL CREEK LANE K=41 B0 PVI STA 20 1 200.0000'VC ' PVI ELEV =901 M AO =40.3 K=2250 LOW POINT EI-EV =609.70 HIGH POINT ELEV=WO.N PVI STA =INK ' 1W000D VC b LOW POINT STA =12� 73 HIGH POINT STA =loHQ 32 LOW POINT ELEV=900W PVI ELEV=9]370 U > U PVI STA=1N21.12 PVI STA =IMN LOW POINT STA =B�BZ77 AD =-2M m PVI EUFV=909.50 PVIELEV=97a D1 WI STA =8.70 K=OBIS m AO=2.11 AD =L534 PVIEL =SHOO I I W1000OVC K=5700 K=2000AD=OM I I I I K=2947 120001]0VC 11OOIlOD' VC ' 185.0000 VC ' B 0 > > $� r� am �m o �$ mIS U > /. U> W > T > >w n W > > SO U, >> >> > > -2 jYb u b U 6 NW Z� TIT RtlVA/ ff RSR 00 DES GNER NC 9Y DATE REVISIONS IIjE INCLUDING COPYING DSTRIB 'I l J P, 4NGCRANOEANCE JF PROTUCT ISSMITTE AROHSITEO/IITHCUT INFORMATION) DIST INC A BATHREAERGZATIONCONSTIPRESSANILLENTIMATE KAND USE WITHOUT AOrHORTHFOE-NCONSTIT, NC AN ILLEGITIMATE DSE 4NO SWILL THEREBY INTEMNIFYBATUIST INC RESE INC OHER HTTo ISIBILITY SATHgE-BERGOUIST, INC RESERVESTNE RIGHTiO HOLO M'Y ILLEGITIMATE USER OR PARTY LEGALLYREsgoNSIeLEFogDaMAcesoRLossesREsu6rlNc FROM ILLEGITMATE USE. FREREBYG By ME RU UNDER MY DIRECTSUff RV&,1 W.AD PREPARED BY IS ORUNTE0. MYDIONAL SUPERVRUNAND THATII LAM A AWS OFTHESTATERETPROFEBSION4ENGINEERUNTERIHE LAWS OF THE STATESATHRE-BERGQUIST, (� ^� }WI�Q_--IG/ 5-1L S<FISI, PE INC.CHECHEO .-. 15G BOUTN Bg0A0WAV WAYZATA. MN 55301(021<r8d000DLs ep s`~'... i`a �" �FOIECT AO CI' TITLE SHEET ST. JOE'S COVE F'.LE ND D-S TaANN'oV CHI N E S TA MINNESOTALAKE BY DATE 0`'1mu N. W19-P1] Lc W 2814) e.L I ALL DIP FOR SANITARY SEWER OWES SHALL BE P011 -MAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL 2 REFER TO DETAIL SHEETS TO ME STRUCTURE DETAILS I tll STD+ '.,Ie is ] ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT C1MxE E M1 y I c o ^ y xG STMS -- - I " E SUPPLIED AVERIFIEDMNHOLESNTMCTORS. WYE STnTONIN615 a. WLCULATEDFROO _ _ _ au . -.:r THE CPLCUTATEO FROM THE 00WN STREAM MANHOLES. _ _l - -- - - - '.- 5 ALL TIES AND DISTANCES ARE TO TIE CENTER OF SURFACE STRUCTURES IDI }I` w mO � MA A His Q i 3 0 ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAN TEE By MEANS OF APPROVED MEOALJ.. UNLE550THERWISE NOTED. o _ Im --- -- - /\ 9ZLSx C. ) 'o• Y A1C_ i Qppp Z 1 4N ARE IN 0RENCHATED 3 FET DOWNSTREAM OF WATER SERVICES SEWER ggyy ]�J ,a^m ; IgS WATEREWER REI THE GAMCES E AND WATER AREINTHE SAMETRENCX .8� Y C7 58W 5109]2 I / e. ALL SEWER AND WATER SERVICES ARE EATENOED IO FEET BEYOND THE PROPERTY p Z - L -----J LO 5 "'� LINE ei3 UNLESS OTHERWISE NOTED Y 66.0 C �/ ^ GF 9TL0 n� Li I Y + Y ALL VALVE S ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY - 8 1 VALVES SHALL BE USED ON THE WATEI IN FOR THIS PROJECT 10. THEELCLG�RCHANHASSENCURRENT ENLI GINEERING GUIDENES" ANO SPECIFICATIONS" 0 2 5'Y] Y 11 INSTALL HYDRANTS 5SEEING CURB (LYPICAL). WEE eeHLEK Eli m 2 T �f POLY ALL BARRELS — ii)BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE _ 4 11 3 2 + 12 ALL,' -1 NALLBE PVCCIMS // =m= nu.��I� ZALL WATERRMAI 10"WATERMAIN SHALLgE PVL CBL51DR101 M(DR 18) IF— .O MECHANICAL BALL$$MPLL BEIHSTpLLEDIN SgNITggV SEWERATCONNECTION _ _ _ _ OF ,SO1] - - --- - �� POINTSFOLLOWINGINSTALLATIONOFPIPETOPROTECTEXISTNG LINES FROM DEBRIS. B GF 9890 58W 9%o ��- SEDIMENT INFILTRATION BALLSSw REMNNUNTLUNESARETELEVI5ED0ACCEPIEOBY S8W WO 56WF 9780 BE9TO�ADRAIWIGE ig EASEMENT OVERTHE CT'OKG BF 5810 IsW LO�0 I -__ UNDER. AND ACRO%KL OF 0.K0 960 L 970300 _ _I I I OUTLOT8 14 THE CONTRACTOR SHALL CONTACT THE SEWERS WATER INIS10N AT LEAST HOURS PRIOR TO ANY PUBLIC SEWERM'ATERMAW CONNECTOx 3 A G91T3 4 �plgt, �.'..' i Y p 0 � AE _ _ _ _ 3 2 - - I -. i`�^ SCA•INFEET _ . . . _ . . . . . KINGS ROAD MILL CREEK LANE K=415O PVI STA = 3-20 I 2000GOV VC PVI ELEV —BBI i0 A. =443 K=2258 0 LOW POINT ELEV= BIG .28 HIGH POINT ELEV - WO BO PVI STA=8,50 Ipp 0000 VC y LOW POINT STA =12.02.]3 HIGH POINT STA =HLHID U LOW POINT ELEV= BAG N PVIELEV=9]120 j PVI STA =12.2212 PVI STA =1020 LOW POINT STA =B -67N A.D.--200 PVIELEV=98050 PVT ELEV=9]09, PVI STA =8-T0 K=4B 10 o m EX MH" AD=2.11 AD --534 PVIELEV=BBIGO I ^' yy 85 TC -99,.82 K=T.W K=20W AD :904 t W.Op00' VL a r ; V BU ILD -23 I I I I K=20,2 _1 +zD.aaar vc na agar vc IBS.ODDXVC I > > $ EXXBB IN TC g m MHIIIS BUI j U M72 m m MHH TCAB$ m m n f b MX Y3 T672.4 BUILD -1135' w U OF V R > > > > >It, n >> TO975B] BUILD -10.15' BU D-8 B' w m-¢. EX MH %tq XMH01 > cawILIEX N O > 233M / m > mm MX Y3 m m _ o BUIL62052' TC -9]0 afi - Tw3 n TOa-3B9.a 59ExC BUILD -142] MH Y1 MH a2 _-'" �� _ ' 289 F8'P c 'GE -0.T1% - TL-BB82J TO 9660] A\%a 4 _ BUILD -9.85 BUILD ¢¢ 4 -9.27 — o SO 26 3TOR CRO SING 36 LF 8" L - E> 8" IP PL I N b go ID% IN =u65 i -962 _ C GO =-x.11. _ I ,I -PV 2lF e' C U m _ - BIL 8 _ — - I SDR (AO 5 R 35' 4�. F > > B' mw REM PL - 3oD e" L j INv 02 rC= - SO 35 @3. %. ? 33'(1,']0] mL . untRT _ n 32J a Pv LF 1 > SDR �D t LF e- c BOR z boa z i z ? OAfVY ®d'V ASO.OG A$x5 z> DESIGNER NO 9Y REVISIONS USE (INCLUDING COPYING, DISTRIBUTION. AN(NR CONVEYANCE OF OF THS Yi00VCT IS STRICTLY PROHIBITED WITHOUT SATHRE.BERGGDIST INC'3 EXPRESS WRITTEN AUTHDRI2ATION USE WITHOUT SAIDAUTHOMZATIOMLONSTITUTESANIILEGITMATEDSEANDSHALLTHEREBY SATXREBERGOUIST INC OF ALL RESPONSIBILITY INC RESERVES THE RIGHT TO HOLDANY ILLEGITIMATE HEREBY LER'IFY'HAT THIS PLAN OR SPECIFICATION WAS PREPARED 2v NE JR UNDER MY DIRECT SUPERI11,H AND TI TI AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THESTATEG MINNESOTA OIS "� SATHRE-BERGQUISTI INC. IWSOUTH BROADWAY WAY2ATA MN.11%21I]08W0DT a TV PRO.E=T NC SANITARY AND WATER MAIN PLANOLE =IMEOLSINFORIMTION) BY CHANHASSEN,SATHRE-9ERGOUIST MINNESOTA CHECKEDINDEMNIFY USER ORPARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROMILLEGITMATE USE UMIwL SMmg1pE6 ORS 06-19-2013 Lc W 26t47 LAKE ST. �OEI$ COVEDATE 05105 CI f'" STRUCTURE ID TYPE DIAMETER TC INVERT I BUILD I CASTING NOTES I CBMH 48' 976.60 95940 17.20 R3 7 - 2 CBMH 48" 975.67 960,001 15.67 R3067 - 3 CBMH 48' WI 7D 960091 8,611 R3067 - 4 CBMH 46" 96560 961.40 4.20 R3067 - 5 CB 2'X4' 965.60 961.60 4 D0 I R3067 - 6 CB 27- 965.60 96300 260 Rd342 - 7 CB 2'X4' 975.67 97167 4.00 R-3067 - EX STMH 1 48' 96].00 950.70 16.30 1 R -1642A - ---- - - - - - - ---- - - - - -- - - - - - - - - - - - - 00, atw ....-- - - _ -1 - - - - o� I 1 1 1 _�_ _ ___-__-_ I I • _______--___-_____ _ _ _ _ - _ _ _ - - 1_ _ _ _ _ ,_ ,- ga0.00 0100 > >0450 z 2 1+00 1450 2+W 2450 3400 3450 4100 4450 54HW 5450 6M0 A FES 24" 950.00 24' APRON W/ TRASH GUARDI2 CY RIP -RAP NORIX -5 .. L2h.LAUE M FEET 3 YQ� tlt4M b� 33 S I I 0 II��fII III I 'nev_o.;rnw__- - _JI- _ I 3 � I 1 I' � saw *3^• I � I � �N-- � '� / l�gm -- I oH¢ e 1 I=: YMA 1 Saw BE seas ;;o OF 411.0 ! see '4 4�. -----J _ 1 1000.00 - _-___-�____--- - 100000 I I I I I I I 99000 __________ I --- ___--____1_-_-_I__--_J_-_-_J-_____ W0.00 1 I I I I 1 I CB CBMH1 CBMH2 ITC: 97567 ! 1 1 TC W6 BLD: 159 1 1 3 DIA: 48' 1 _�-_-__,,_ 4 2 I .K u, I I - 2XI- - - I I - - L_ 980.00 I I Finished Grade - 1 TC. 7 ICBFAH4 �CB5 BID: 8.61 MA985.0 TP9.. , +1-1110 O 1 r, FFONM G2a9 970.00 - ITC OMBLD'42 40 - 970.00 _ ! BaW F 0 SaLy GF YT4A .W SSW GF I mBF 9810 0 BF 9%A DIA a8- 9B6U L0930 485. ADRAINAGE EASEMENT O'.ER I I UNDER. AND ACROSS ALL OP - I i , I •� 96000 0+00 BE 9700 - I �� _ U LOTB ----+C L Y _ _ _ _ _ X00 --- m CL 5 @ 1.674/4 EX FESA J{ m CLSMO"'1 11 5®0.1 4�%_ CL1® 40 % $ $I 32.3'-12RC✓' TL: 95000 Z-24� ZZZ _r -YGae51r WITFU SH GUARD 11 ACA1T5� I B••- 12 Cy RIP~ 32 ?- I ?Z� I n h1 1 1 - ---- - - - - - - ---- - - - - -- - - - - - - - - - - - - 00, atw ....-- - - _ -1 - - - - 1000.00 - _-___-�____--- - 100000 I I I I I I I 99000 __________ I --- ___--____1_-_-_I__--_J_-_-_J-_____ W0.00 1 I I I I 1 I CB CBMH1 CBMH2 ITC: 97567 ! 1 1 TC W6 BLD: 159 1 1 960.00 DIA: 48' 1 _�-_-__,,_ 1 ! I I I I ----� r____�_____�____ r____ 7____ --- 9W Do BLD: 410 I LBMI13 ! - 2XI- - - I I - - L_ 980.00 I I Finished Grade I I 1 TC. 7 ICBFAH4 �CB5 BID: 8.61 MA985.0 TP9.. Er n I FFONM G2a9 970.00 - ITC OMBLD'42 40 - 970.00 � I .W I _y___._-I__-_-�2X3 I DIA a8- I - 960.00 -. I i , I •� 96000 0+00 0+50 1+00 cD cD - ----+C L Y _ _ _ _ _ X00 --- m CL 5 @ 1.674/4 EX FESA 9B5®O W m CLSMO"'1 11 5®0.1 4�%_ CL1® 40 % $ $I 32.3'-12RC✓' TL: 95000 Z-24� ZZZ °i &Aa{ A$m CL5@062{9 WITFU SH GUARD 11 12 Cy RIP~ ?- I ?Z� I n h1 95000 _ _ r 661b ?§? 1 - o� I 1 1 1 _�_ _ ___-__-_ I I • _______--___-_____ _ _ _ _ - _ _ _ - - 1_ _ _ _ _ ,_ ,- ga0.00 0100 > >0450 z 2 1+00 1450 2+W 2450 3400 3450 4100 4450 54HW 5450 6M0 w MOOR COFPhYANCE OG I I HEREBY CERTIFY THAT THE IEAERGWIST.INC'a TITUTE3 KRITTENAMATE USE AND USE WITHOUT I.' SAIATION CONSTRUTES AN ALL RESPONSIBILITY USE AND $HALL THEREBY MFYSATRRET fR RESERVES INE OF ALL RESPONSIBILITY OR PAG LEGALLY RESERYEGLEF RDAWIGHT GESO LOSSESMy RESULTING OR PARTY LEGALLY 0.ESPONGIBLE FOR OAMAGEG OR LOSSES RESULTING CBMH 3 TC: 968.7 BLD: 7.8 CB 6 DIA: 48'• TC: 967.00 970.00 - - _ _ BLD: 4.0 -. DIA: 27" Finished Grade 960.00------�--- - _ _ 0+00 0+50 1+00 1+50 m 0 0 126.8'-12"RCP o rn °' CL 5 @ 0.67% of 1 OBJ T 0 z Z > to V W Z mwcoasee 990.00 - - - - -,- - - - -- - 990.00 CBMH2 I CB TC. 975.67 BLD: 15.67 TC: 975167 DIA: 48" BLD: 410 I 980.00 - -- - - 2XI- - - I I - - L_ 980.00 I I Finished Grade I I I I n I 970.00 - - n -I- - - 970.00 � I I ? I I I I 960.00 -. _ - --- - - - _. _- 96UO 0+00 0+50 1+00 cD cD - 28.7'-12"RCP m CL 5 @ 1.674/4 Comm 5>5 ZZZ N In V SLE CITY PROD-" nC € SATHRE-BERGQUIST, INC. mr O 160SOUTHBROADWAY WAYIATA. MN. 55 991 (02)4n4 010 MINNESOTA u'�E49 H� STORM SEWER PLAN LAKE ST. JOE'S COVE $ ell. Lwr,u ATFUlac ns sen.. o.. jae,deil sHIanoF —.-nee oe. TIE Nba m+wLshil FFa�.�hioF �reo� wm.AwTF . w.FaTNNna sILTFFNUc Ana.Fmmm aFmumeww...uawE.rs.a �aaweomnf waas.awWr : u1hi nu.Nrs.n.n MlwcM:owweawa ssFFn xa.aaulerF..w.. aro �n WawLwlm,w,lFa taraarFa .. uwux.aisow.Fame...awFe.smwuwanMmwnura,aucvarwrolos—T,uao F .PFD m�eF.-.n wonlFF.a� Mia m swag.o..o.wss�w...s.on<.asorF..�w.axFuroTml 1. aNawaFw.oiaFOWaFracusTaMMowwaM eF.N.o.wwuff rasrore�e FwsN.oMn.pwl Me ewue.cp.rmLMFra 1Ls MUT.rwap . cwlrnwalewwwnnu.loMvvmmwweoasnr.Nx.ur W1.®.Yo wwemm.wwsw,u T.F. Fawn. ,roF.aTMJawm.m,e.T,m,N.a,.wF Inose .n. ell". NO'caesal'As, TYPICAL LOT DETAIL DENOTES LOTCOIUBi ELEV'\ATION DENOTES BLOCIk DENOTES LOWESTNlIBER ADCENT GRAD \ / UE NUMBER DENOTES GAracE rYPE FLOOR ELEVATKK4 _� l@GTES EPSEILFNT� _ = OENDTE65ET&aLN i-8£ LIFE D RNF INAY $CPE NER GRAONG FILTRATION SHELF NOTES: I HEREBY CERTIFY THAT THIS PLAN OR 6GEGFIGi1pN WA6 1 radial eacth amaned or e rain garden anal be de, T D,, W Me rnehed real grape I I I I . I . The boretennon sM oil Adhin Ne raUn sherds wY Oe installed after Me sbml sewer curb, cannot sWcure is par,,,---------- NOIheORMATIONIOF 1 3. To prevent sea compactionnavy eguvreeM shalt nod be albwed wiMn Me ram gardens at airy Nae ff�f11925m13Y 4. The beM1m of me filtration shelves shall be ded a minimum of 12' poor to placing Me 0loretenean soil GRADING AND DRAINAGE PLAN 5. RN M Ny light epuipment With tacks shall be uuJ M ea[ava,e Me NbaOon Shei --'--- MIA WLY RECIsrFAEO ENWNEER IHLLIER TIS 1AW50FT1E5TATE0 MNNEMIA. 6. ImmMotely upon mmpWWn of gradog Me fiftmWn sh Nes, eft fence shall De detailed per the plan M establish ponmRrcontlol. 8. The bueatenticn and w6Mn Me shelves will be 2deep wM a 6' drainage msed one foot above Me owe of Me br, Ydr nfon soil _ HECNEO BV 9. 9 The homentgn sod recommended by MNdot Of 31492Jtrite beer sand aggregate) and M9026(Compost Gabe 2). _ --- -------- 15b SOUTH 6ROAOWAY WgYIATq MN.55AI (LL53I araA'YpDLS To The mm for Me Monsoon 3heN%should be 35% commit and 65% send �j-RGOU FILTRATION BENCH 80 TONS Compost 150 Tons Sand ST. INC. RESERVES THE RIGHT TO HOLO MIV ILLEfiITMATE 11 MianesoP Much 8 Said can supply Meal deliver Me sod pamMed (651) 330-0299 SOTA LAKE ST. JOE'S COVE TYPICAL FILTRATION SHELF DETAIL - 20 -- -- - -' i =-�'��—ins,10 Chianti- SMmpt,PE 15 _ ��--.. 0 oCame ro - ,oN — - mal ' ___ Dee 1161&2013 Lic Ne. 26141 F 1 6�F.nwhiwa peneM xM sw.tTq I _VB .,PJa fief e1i Tnpr �D D MAW.T6M]990 i01 95q MnWTSpc ]iaB LIFm.F Sv�4 Ap�rpewl 0.00 Dam 0.20 0F30 OHO 0,50 0.60 OFTU 0,80 0H0 1HI0 s w m Eft SCALE IN FEET i ,- -, I I I , I HEREBY CERTIFY THAT THIS PLAN OR 6GEGFIGi1pN WA6 I I I I I . '.c3 NO BY DATE REVI610NS U6E(INCLLgNG COPYING, DISTRIBUTION. ANDOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR 6GEGFIGi1pN WA6 GTNOFILE NOIheORMATIONIOF TINS PRODUCT IS STRICTLY PROHIBITEOWIl1GUi PREPARED BY ME OR VpOFR My DIRECT $IIPEfNI&ON AFID T1Wil PROFEs$IIXML ff�f11925m13Y GRADING AND DRAINAGE PLAN OLSIONCONSTITUTESANILLEGITIIMTEUSEANO9NLLTHEREBY SATHRE-BERGOUI.u6EWlrlaur MIA WLY RECIsrFAEO ENWNEER IHLLIER TIS 1AW50FT1E5TATE0 MNNEMIA. SATHRE-BERGQUIST, INC. HECNEO BV INDEMNIFY SATHRE-BERGOUIST. INC OF ALL RESPoN6IBILITY 15b SOUTH 6ROAOWAY WgYIATq MN.55AI (LL53I araA'YpDLS 7HANHASSEN, �j-RGOU ST. INC. RESERVES THE RIGHT TO HOLO MIV ILLEfiITMATE a A aGdepa SOTA LAKE ST. JOE'S COVE DATE USER OR PARTY LEGALLY RESFONSIBLE FOR DAMAGES OR LOSSES RESULTING FROMILLEGITMATEUSE Chianti- SMmpt,PE mal Dee 1161&2013 Lic Ne. 26141 VVF`a GENERALNOTES' I. ME GRADING CONTRACTOR IS RESPONSIBLE FOR ALLSTORM WATER INSPECTIONS ACCORDING TO THE MPGA STORM WATER PERMIT. THIS INCLUDES BOM WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0 S RAIN EVENT IN 24 HOURS A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER, CITY AND DEVELOPER ON A WEEKLY BASE. MIS SHOULD BE DONE IN ACCORDANCE WITH THE APPROVED SWPPP PIAN. 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF WOODBURY DETAIL PLATES FOR ALL STORM SEWER INLETS AND MAINTAIN MEM AS AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT d A FINAL INSPECTION REPORT 4. A I'4' CRUSHED ROOK ENTRANCE BERM SHALL BE RACED ATTHE SITE ENTRANCE TO REPLACE SKTFENCE, MDMINIMIZEEROSIONONTOTHESTREETS THEROCKIERMS SHALLBETHE WIDTH OF THE ENTRANCE ANO 2 FEET HIGH WRH s I SLOPES ISEE DETAL) 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREET AREAS THROUGHOUT CONSTRUCTION - B. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET. BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERWLOR OTHER CONSTRUCTION DEBRIS OR MATERIAL WITHIN 24 HOURS. T. EXISTING UTILITIES SHOWN ME SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF MY AND ALL EXISTING UTRDIES BEFORE COMMENCING WORK_ HE AGREES TO BE FULLY RESPONSIBLE FOR MY MD ALL DAMAGES ARMNG OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL EXISTING UTILIIIES 9. SEDIMENT BASINS MUST BE DRANED AND SEDIMENT REMOVED WHEN MATERIAL REACHES ONE HALF VOLUME IN R HOURS. B SILT FENCE MUS BE REPAIRED OR REPLACED WHEN NONSUCNTIONALOR ONE THIRD FULLOF SEDIMENT WITHIN 24 HOURS IU THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP MMAGMENT FOR THIS PROJECT. GRADED AREA =30 ACRES ONSITE BMPS 1, CD -P27 -CD -P27 WILL BE UTILIZED TO MEET OR EXCEED QUALITYAND RATE CONTROL REQUIREMENTS. 2. SKIMMERS - THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET PIPE TO ALLOW SKIMMING. 3. RIP RAP - RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE SEDIMENT CONTROL. 4. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS 8 REAR YARD STRUCTURES. 5. SLOPE STABILIZATION -SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE STABILIZATION. 6. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS. 7. INFILTRATION AREAS - INFILTRATION AREAS WILL BE UTILIZED TO REDUCE THE AMOUNT OF RUNOFF FROM THE INCREASED HARDSURFACE. 8. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING - 1 I �'I _CBMI-jft' �O I I ` I B , I ` r `♦� hI (, I � v I 7 I 3, L ' I I +�'--�- C 12 I V I IVI IVI I\> II V I .oR �r \\ _5 ' ' REMOW TE►IPU ^ v I 9 ♦' 't / s � 111 -C-R.01 _-t) ��IILT E '\ {'MP SED 4i 11 I EFOILGMgNG i ` 1;• STm' I ReuoBes4+LOG"BPSMM-_ ______JIL_ _ _ti_ ___�J____—_ �_ _ __ 'y 1►'. R KENT CONNECT TO FJGS I �!. I BERM . 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TION.ALY CONVEYANCEOFHEREBY BY METHATUNDEBPIMRECTSUOR IERVISINWAB y L GTY PHOJEGi Iq __ \ ' UTHREAERG0F T I PRODUCT I5STPoCRYPROHIBITEDWIN US PREPARED BY ORUNDERFE DIRECT ENGINEER THAT — -- - -_ =R.1NN By SAMRUTHORI UISTINONSTI RESSMIT IAUOIORVATIOR usE WITHouT AMA DOLT REGISTEREDAOfMINNESOTA NU Ew;INEEq UNDER ME f� EROSION CONTROL PLAN ' OLS SAI DEMNIFYSATHTI-BERGOTIT,INCOFLLLRESPATEUILITY 1UlLilSREBT IAnW3OFTHEBTATEOf MINNESOTA SATHRE-BERGQUIST, INC. 6 cHE MIS BY SATHREFBERSORESERG RESERVE OF MRES TO HOLD N� Or • •/ CHANHASSEN, BATwiEAERGOUIST IHC RESERVES ME PoGIIT TO MOLD NIY ILLEGITIMATE /WL (�• //� o�, 150 SCUM BROADWAY WAYUTA MN. SSOt N52)4iBd0[U AT USER ORPARrvLEGN YRESPONSIBIEFOR DAMAGES ORLOSSES RESULTIHG W Y MINNESOTA LAKE ST. JOE'S COVE DATE FROM LLLEGITMATE USE M 11-SLMnBI.PE tlP'I'pyg vi `d 6505TH _ DwA. 041FM13 Lc.M 28te� REMOVE 7 't - -M. . IN \ /�\ � I - 11 •V 1 I �` 1 ) fir, 1i � 1 ♦ 1 � - � D&U EASEMENT OVER ALL OUTLOT 8 Tna RaeYOAaNnIM•mWMnMN PLANTING LEGEND L NOTES INET COMMON "ME BOTANICAL NAME awl SRP TREES -- ESYIp Cappy0wre9e:18391)0, AL R.s UnE iaa amaicara FeOrwu 6 25SB StragnlR .1 ( LaW DxiYy RwBwiY 6na L.e Canopy Cowrepe PM /aa66% 60 Bur Oak Oulxns mx; I 25'88 3roght wqe �r Cs Cw Rspaan� 610 A M�9�'y Ca/as yis 9 25'88 Staglll.uigk baM ' RaRa.l•6 1111 Tres W 1.0699 1 71 TNec uyilp TpNlbdbs lbee px I,A H^ Low. Gb6e0e lricsslm Tvmrs'SY IN 69nRL'66 J 2598 St,;M 6 20-50 St Ot.A9N wgb'enM. �eaan j SJ pdJan T. •]5%Repil,yq 9u RrY MapM Arwndnn 9 25'88 it lmgk-ea0er t6 frsgaen TSM:2Ay W R6 C0 ps! npvn 6 2598 Seagm."W serly 5M Suter Mope Awr sseler✓n _ It2590 5,, 9I Algb leel`r AD= . T.. 9F m Fv Apes pMS]/.a6s Ba6F 9 TBB ]II 16 0 15 ]C BMrk His Spurs Aav 2lauce CCrsaN - - -- 6 T BB J E ■ ■ EWMq 9wM TNN VG Worry Pne R+vs esirasa ] 'BE SCALEN CEET Tplal 71 DESIGNER NO. fiV DATE REVISMS CITYPRO.IECTNO. FILE NO. row US ON RIBUTpN. ANbOR COINEYANCEOFIA�OCIATE TpN) PLANTING PLAN DRAWNRv T14MI OFTHI''ROd'CTIBSTS INC:l Rd°WVIFTTEN "OA TlCk.OATES TISSTFUCTILY taNO T NnurNORvwTpN, EOWTTTk Norb &Associates Y cHE«E06Y TSAI AI.J TION TES AN DS w`EAEBT WDEM T"°Ra^TI«'CONB'Ru'ES"" R' E°"M ITECTS W.IAL` TMEREBY6�°EM'.Cr NOABY6 "RE°INC.moF"` - - - - `Landscape Architects, Inc. CHANHASSEN, MINNESOTA LAKE ST. JOE'S COVE LP� TpW DCIAE"TLANDSCscA'E' RESERVES RESNIASMIPV. N°RBY6ABBGCNTE ppTc - - UW ONp TYLEGECTSE THE R)BIIT TO H USER V LEGALLY REBPpL5101f 0.41U,1] S KWLTFTE FOR pAugGE60R LO58E5 RE5ULTNG FROM ItECJ1MATE VSE. R LOWILLS 1110 kw S'rmd 5va+ LTWs NV 35319 19521 Mldl.0 PL CC CONCRETE CCU& I SIDEWALK 2-97 ` $214 u■ CURB SRAYP mow" 2-97 ` 5215 Cm � Q,wTY.�,CIE -Prr—O r�� nm 4Pu }P 6y1 JL SO JO 0 25 . 90 !m,m6, ..r.... SCALE IN FEET ••fly ,a qtivr_u�r All rl. a Mpp �..R T GTY as s+..r Y+Ps vv v o.eV TYPICAL CURB �NN.�CNF6� 6NNNNN�N RADIUS �I�'r. '11. • QTT pP r 6vBarS-- TREE PLANPNC �z33i��883L� 2-97 " 5310 NmataaaiTL31N-- ` 5312 �IINY'NNTi•—•�-� �O LICHOLEG �Y TYPICAL — 2-97 ` 52Q INTERSECTION 2-9] ` INI Cm � Q,wTY.�,CIE -Prr—O r�� nm 4Pu }P 6y1 JL SO JO 0 25 . 90 !m,m6, ..r.... SCALE IN FEET ••fly qtivr_u�r All rl. Mpp �..R T GTY as s+..r Y+Ps vv v o.eV TYPICAL CURB �NN.�CNF6� 6NNNNN�N RADIUS �I�'r. '11. • QTT pP DECIDJOUS 6vBarS-- TREE PLANPNC �z33i��883L� 2-97 " 5310 NmataaaiTL31N-- ` 5312 �IINY'NNTi•—•�-� �O LICHOLEG — 2-97 ` 52Q CE SEDIMENT TRM ASI WMLiI "RED 9Y Nr1CO,LLCSNNiOPFF. w. NOOfLKG]J QTY OF Pml Nr I-rH ` sTo1A YIP :®� NrPR �F cuiu� I ll I Mn i'S•�T.r7B.� ®:qtr•=' OfY OF LIGHTING ASSEMBLY BASE DETAIL 2-D3 ` 5211 C. LA�, qtivr_u�r All rl. Mpp �..R T GTY as s+..r Y+Ps vv v o.eV TYPICAL CURB �NN.�CNF6� 6NNNNN�N RADIUS �I�'r. '11. • QTT pP DECIDJOUS �® TREE PLANPNC DETAIL 2-97 " 5310 LA�, qtivr_u�r �� wv rl. Mpp �..R T GTY as s+..r Y+Ps vv v o.eV TYPICAL CURB �NN.�CNF6� 6NNNNN�N RADIUS s 2-97 " 5101 S f L .. QryO TYPICAL s t-01 �' 3211 -i- r anti r �-= w DE0 PALA MANWIrY �IBIFP:ANTING �■ MlY r•+_iryrr.n.+l Qw� I FSILT ENCE qtivr_u�r �� wv Mpp �..R T GTY as s+..r Y+Ps vv v o.eV �� AHD GUTTER QTY a= STANDARD ousius TIE CARD CfR Q' �■ MlY r•+_iryrr.n.+l Qw� I FSILT ENCE CONSTRUCTION rn n.yY. R rcrtr aP . 9u6-slrc.Fx �� oN.IMAE ` ]iU qtivr_u�r Mpp �..R T GTY as TYPICAL CURB �� AHD GUTTER 2 -SIJ �` 320J CfR Q' CoNFEROUS TREE PLANTING o 2 -SIJ ` 5312 CONSTRUCTION rn n.yY. R rcrtr aP . 9u6-slrc.Fx �� oN.IMAE ` ]iU 6 PROJECT IMNAME la.rlm meroo"�� +N 6. L"95 NTES L gull S1MI1 IMH A W6WA1 OF M POSTS. 2. MSTAL SIGNS Al ILL CpolfiKllPl [MRNA.ES 3 Sal vuu Nwc .PIE 6AxrnOlro mN 1. ILTTER SIM T6 FR 6' Y 6SIGN DE E t-96 ` SJt] 3 COPYING, DISTRI911TION.ANDIORCONVEYANCEOF i NERE9v CERTIFY TIFAT I'S PLAN OR SPEOI F: "T ON NAS OF THIS F'RODWT IS STRICTLY PROHIBITED-TRMT PREPARED By ME OR JNDER AIV PREC-SVGERI SOe iN^TF'ATi- i1115T.INC 'i EXPRESS WRITTEN ADTbWUTIGN USE N'iTIq VT SA,A DULY RE315TEREO r'RGFESS:DNAL EF:[,.NEER iJ" THE NIN SATHRE-BERGQUIST, INC. 'ATION CONSTITUTES AN LIfGITAPTE LSE AND SHALL THEREBY LNS OF TUE STATE �((MIVNESCTa 4 NI T, INC RESERVES oHALLEMNTTHOLDRESPONSIBILITY f / A/ CHANHASSEN, 7 n ]UIST,INCRESERVES THE PoGHTTO HOLD hVY1LlEG1T1AMTE C./L i��( ^'�- 'GG iOUin BROgpngY M1Av2q-a MN >533'I95E�ST659G0 Y LEGALLY RESPONSIBIE FON DAUAGES OR LOSSES RESULnNG MINNESOTA NFE USE S ,RI -E I qtivr_u�r Mpp �..R T GTY as TYPICAL CURB �� AHD GUTTER 2 -SIJ �` 320J 6 PROJECT IMNAME la.rlm meroo"�� +N 6. L"95 NTES L gull S1MI1 IMH A W6WA1 OF M POSTS. 2. MSTAL SIGNS Al ILL CpolfiKllPl [MRNA.ES 3 Sal vuu Nwc .PIE 6AxrnOlro mN 1. ILTTER SIM T6 FR 6' Y 6SIGN DE E t-96 ` SJt] 3 COPYING, DISTRI911TION.ANDIORCONVEYANCEOF i NERE9v CERTIFY TIFAT I'S PLAN OR SPEOI F: "T ON NAS OF THIS F'RODWT IS STRICTLY PROHIBITED-TRMT PREPARED By ME OR JNDER AIV PREC-SVGERI SOe iN^TF'ATi- i1115T.INC 'i EXPRESS WRITTEN ADTbWUTIGN USE N'iTIq VT SA,A DULY RE315TEREO r'RGFESS:DNAL EF:[,.NEER iJ" THE NIN SATHRE-BERGQUIST, INC. 'ATION CONSTITUTES AN LIfGITAPTE LSE AND SHALL THEREBY LNS OF TUE STATE �((MIVNESCTa 4 NI T, INC RESERVES oHALLEMNTTHOLDRESPONSIBILITY f / A/ CHANHASSEN, 7 n ]UIST,INCRESERVES THE PoGHTTO HOLD hVY1LlEG1T1AMTE C./L i��( ^'�- 'GG iOUin BROgpngY M1Av2q-a MN >533'I95E�ST659G0 Y LEGALLY RESPONSIBIE FON DAUAGES OR LOSSES RESULnNG MINNESOTA NFE USE S ,RI -E I 6:.�..N dTY OF SUB -SURFACE PVC DRAINTILE C FANO IT 2-91 " 5231 DETAIL SHEETS LAKE ST. JOE'S COVE 6:.�..N dTY OF SUB -SURFACE PVC DRAINTILE C FANO IT 2-91 " 5231 DETAIL SHEETS LAKE ST. JOE'S COVE 0 A BLABBERBBNER 1-0.1 ` 21w a 55 __ 9N pi __ rryLra�r+.Tr �wT.F'LN�r• GffY� TYPICAL SANITARY Qm SEWER SERNCE 2-9] ` 2001 PIET GREATEp THAN I6' DEEP 2-97 1 41 wigr.- C T OF RIPRAP t Et. Qinuo y�4� J 11 -fP�,3�n jti,� Rif 3107 GRY G F T191CAL HYDRANT INSTALLATION WITH SUMP 2-97 ` 1004 9R IIEM CpF.Y My [(1K BEL�x'' en, eA4 a vr0[v CYIIASF A03 -1.- GRYGp MANHOLE CASTING AND ADJUSTING DETAIL 2-97 ` 2110 Ell __ 9N __ rryLra�r+.Tr �wT.F'LN�r• GffY� TYPICAL SANITARY Qm SEWER SERNCE 2-9] ` 2001 PIET GREATEp THAN I6' DEEP 2-97 ` 2002 wigr.- C T OF RIPRAP Qinuo DETAIL 3107 f lG6�T68i6'a'E°.P74>i6Y �. TYP CAL 1�®F WATER SERNCE 2-9] 1005 0�� I IN PIPE EOORR BEDDING SSOLS -- 2-97 2201 `G C CnT aF SEGTONN AND TRASH GUARD 2-97 ` 3108 -I- VCLUOING COPYING, DISTRIBUTION, PNOX)R CONVEYANCE OF MATION) OF THIS PRODUCT IS STRICTLY P CHOTED WITHp IE-BERGOUIST.INC 's EXPRESS WRITTEN AUTHORIZATION USE WITHOUT .UTHORIUTION CONSTITUTES AN IIIEGITITMTE USE AM SHAUL THEREBY MFY BATHRE-BERGOUIST. INC OF ALL RESPONSIBILITY IEAERGOUIST INC RESFAVES THE PoGNT TO HOLDANYILLfGITIANTE DR PARTY IEGAUY RESPoRSIBLE FOR OAMACES OR LOSSES RESULTING ILLEGtTFMTE USE e I CITY GF PIPE BEDDI Rk DII 2-97 ` 2202 TROL wty, G—p -_ POND OUTLET v m STRUCTURE 2-9T ` 3109 ler": a JLC �r GffT CR M�ALUG i� �� LOCATION T -W-I- IFm 5-W sa Off\' aF WATER MAIN ST&, SEWER CROSSING 2-s] ` 2za TYPICAL RESIDENTIAL STREET SECTION 2-9] ` 5200 i f�~ 1 PUN if >—ir wZ� C SECTIO STORM SEWER y■rvy CATCH BASIN 3101 T 1 rryLra�r+.Tr �wT.F'LN�r• GffY� TYPICAL SANITARY Qm SEWER SERNCE 2-9] ` 2001 i f�~ 1 PUN if >—ir wZ� C SECTIO STORM SEWER y■rvy CATCH BASIN 3101 T I I I I HEREBY CERTIFY TXAT THIS PIAN OR SPECIFICATION WAE __� FC,E=T NO PREPAREO BY ME OR UNDER MY UIRECT $UPEgyINON ANO THAT' ;Ps AM A DULY REGISTERED PROFESSIONAL ENGINEER OR. A,NE c IAWSDF THE BTATEDMNNESOTA - SATHRE-BERGQUIST, INC. 0�� _ 133 u1 eBomwar WA- A NN 54" s2,+16 -F x CHANHASSEN. MINNESOTA Ds—L Edl—XPE (M C614A1] le IN x..i 1 rr�Eld■ �+ PIET GREATEp THAN I6' DEEP 2-97 ` 2002 wigr.- QIT GF CAMANHOLEN WITH SUMP 2-97 ` 31D4 I I I I HEREBY CERTIFY TXAT THIS PIAN OR SPECIFICATION WAE __� FC,E=T NO PREPAREO BY ME OR UNDER MY UIRECT $UPEgyINON ANO THAT' ;Ps AM A DULY REGISTERED PROFESSIONAL ENGINEER OR. A,NE c IAWSDF THE BTATEDMNNESOTA - SATHRE-BERGQUIST, INC. 0�� _ 133 u1 eBomwar WA- A NN 54" s2,+16 -F x CHANHASSEN. MINNESOTA Ds—L Edl—XPE (M C614A1] le IN x..i I CATCH BASIN 4{N= MANHOLE 2-97 ` 3102 Y� ^ � AR STANDARD MANHOLE e 2-97 ` 2101 DETAIL SHEETS LAKE ST. JOE'S COVE m m 1 PIET GREATEp THAN I6' DEEP 2-97 ` 2002 I CATCH BASIN 4{N= MANHOLE 2-97 ` 3102 Y� ^ � AR STANDARD MANHOLE e 2-97 ` 2101 DETAIL SHEETS LAKE ST. JOE'S COVE m m LAKE SAINT JOE COVE KNOW ALL PERSONS BY THESE PRESENTS: That STS PROPERTY, LLC, a Mimesoh limited liability tympany, fcc oawcr ofthe Collowmg described property stewed in the Stare of Minnesota, County ofCarver, m wit: Outlot A, CIMMARON, according to the record plus thereof, Carver County, Minnesota. and That part of La 2 of Section Seven (7), Township One Hundred Simeen l 16), Range Twenty Three (23), Fifth Principal Meridian, according to Government survey thereof, desmbe as follows, to wit: Commencing at a point on the West line of said Lot Two (2l, distance Twenty (20) rads from the Northwest corner of said La; thence South, along said West live, Twenty (20) rods; thence East a right angles, 32 rods; thence North at right angles, Twenty (20) Rads; thence west, us right angles, Thirty-two (32) tads to the place of begi i g except that pan planed as CIMMARON. according the recorded plat therwf, Carver County Minnesota Has caused the same to be surveyed and planed as LAKE SAINT JOE COVE and does hereby dedicate m the Public far public use forcer the public ways and the drainage and utility easanents w created by this plus. In wimass whereofsaid STS PROPERTY, LLC., a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 STS PROPERTY, LLC Todd M. Sinning, Vie President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this dry of , 20 . by Todd M. Simnmg,V u,c President. of STS PROPERTY, LLC ., a Mimemus limited liability company. Notary Public, Hemepm County, Minnesota My Commission Expires: 1 Daniel L. Schmidt, do hereby certify that this plat was prepared by me or under my direct supervision, that I am a duly licensed land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plan have been or will be correctly set within one year as indicated on the plat; that all water boundaries and we lands as defined in Minnesota Statutes, Section 505.0 1, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled m the plat. Dated this day of, Daniel L. Schmidt Licensed Land Surveyor Mmueaute License No. 26147 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this Surveyor, Minnesota License No. 26147. day of, 20, by Daniel L. Schmidt. Professional Land Notary Public, Hennepin County, M®esora Printed Name My Commission Expires: Clanbac -n, Minnesota This plat of LAKE SAINT JOE COVE was approved by the City Council of the City of Chanhassen, M®cgesi a a regular meeting held this day of 20, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: By: , City Clete �•'E SATHRE-BERGQUIST, INC. Y `Aa r••f COUNTY SURVEYOR, Carver County, Mmnesom Pursuant to Chapter 395, Minnesaa Laws of 1971, this plat has been approved this _day of 20 . John E. Freemyer, Carver County Surveyor COUNTY AUDITOR/TREASURER Carver County, Minnesota. I busby certrfy that team payable in and prior years have been paid for land described on this plat Dated this dry of Laurie Davies, County Aedi[orfrinum r r By: WC7 �nC `RX-aJ' V[.}J F�— Ix ,29.31 — --`11r / %66 95 i J DRAINAGE AND UTILITY EASEMENTS ARE I SHOWN THUS. a �y� � M C3 o sty 2 n n Ls p J =21�az,aba'tIW.,e CC ,sI 29.31 \ p i1 ,.p I L_5 B II Aa I s —1 L_ -I - 18 y� /JAL.) MOf uV SCALE Y BEING SFEET IN WIDTH AND ADJOINING LOT I -= LINES. UNLESS OTHERWISE INDICATED, AND 516.83 10 FEET IN WIDTH AND ADJOINING RIGHT OF W WAY LINES, UNLESS OTHERWISE INDICATEDAS SHOWN ON THE PIAT. �• 1 1 I �— 50 25 0 25 5 tOD SCALE IN FEET The basis for the thawing system is the north line of Government Lot 2, Section 7, Township 116, flange 23, which is assumed to bear N89°51'081N 0 DENOTES V2 INCH BY 14 INCH IRON PIPE SET IN THE GROUND AND MARKED BY LICENSE N0.28/47 6 DENOTESAFOUND IRON MONUMENT 1 COUNTY RECORDER, Carver County, Mitnesda I hereby certify that this plat of LAKE SAINT JOE COVE was filed this day of 20_, at _o'clock_ M. as Document No. Mark Lundgren, C -u; Recorder 13 NW5110E'w CITY OF CHANHASSEN RECEOVED SEP 1 1 2013 EW- WEERING DEPT. IrplfM U[ OF m141arO T 1.61 L �lG 2. tar IM=23 — I h A h A [) /1 A v I IVi IVI r, I\ V V CEJnm ? F�— Ix ,29.31 — --`11r g %66 95 i J / t far 46M1,:, } pw & / a �y� � o• � o sty 2 n n Ls p V3 =21�az,aba'tIW.,e <8tb.erit rbrb ,sI 29.31 \ ra¢r•1wA ,.p R; __MW,i... -- N89'51'08'W Imaml 522.44 V —6F67— sr ♦I _ 125.001. — — %66 95 i J r — — t far 46M1,:, } pw & / a �y� � o• � o sty 2 n n Ls p V3 =21�az,aba'tIW.,e OS . '%' iE it ra¢r•1wA ,.p / 1 106.761 ,3t.1.66�,3].70 T A� ,ax3s 1 V —6F67— sr 6F6) 1 _ r %66 95 i J �l—/ J7'i6•E �i / a �y� � o• � $ r , II n n Ls p ISN =21�az,aba'tIW.,e OS . '%' iE it ra¢r•1wA ,.p / 1 106.761 ,3t.1.66�,3].70 - _ 516.83 S89851'08•E — (.a coal_ _ rtayl'ta Ci ♦ 'y l �J 20 BSpg�, rst�) 711/ 6 lYA 0 ��8� 2 �.,1p20 ¢"e'vv�c.v1 fl st t Jig i A `\t � p•' "la�,�a I $760 'D6 �• a �l—/ J7'i6•E �pF Y1 � NM WYS213'F / , o• � $ r , 1 N1 � N n n Ls p VO ! n OS . '%' iE it ra¢r•1wA ,.p SITE DATA • �u [Lm1ING DISTRICT - RSF WIDTH - 90 FEET DEPTH -125 FEET DEPTH -60 FEET ,IT YARD SETBACK530 FEET I YARD -3D FEET LOT AREA- 15,000 SF SHEET INDEX TABLE SHEET I Description 1 Title Sheet 2 Street Design 3 Sanitary Sewer and Watermain 4 Storm Sewer Design 5 Grading and Drainage Plan 6 Erosion Control Plan 7 Landscape Plan 6-g Detail Sheets II VICINITY MAP II -9'/03YS rl• i white OA N Ped a Kings Rd SITE , H 14-a' 11 9Rnr Jor ar Pnim Rd PREPARED BY PREPARED FOR SATHRE-BERGOUIST, INC. I 150 S. BROADWAY CLIENT/DEVELOPER WAYZATA, MN 55391 DRAWN STS Development, LLC PHONE: (952) 4]68000 Slmning FAX: (952) 4769 104 5 Z 56005 Zumbra Drive Enn /AA— cnnxe.v.. Excelsior, MN 55331 Daniel L. Senmidt III schmidtlolsaMre.com . 20 0 30 Q W BCA6NO.d IEINFEET LAKE ST. JOE'S COVE I I IL I I I I ------ L-------------------1----------L----------I ---- ------T---------- I I I I I y ROAD - I I -- `—� II I 5 i I ------------- I I I -------- ---------- ____________ 2 u, 6 ry L---------- )L ✓ - ---------------- _-------------- ir-------------------- ill til --------- IN ______r. I LI III > n IN I I nI IVII:: h v _�v I p x –, III � • F III � I R cas y A: ax Es � I11 I mR ' I a l c� MAI,I---- Il1 Y1f !Ts, I I ; B L _ [ �x I 2 I ;D^ , F ^ - � B N 5 Y I II'A , I I I 1nf- 708 Ilgp _cenu-- 13 y ��I Gv �• rgveroe a I/1 ULit I l 1 cF wee I ✓- ,, , rl , ' , PRCPERTES /,tl 1 OFR4D I F0M0 1 I a ( BLS j® I ` l I RO 11 LO I� ). � Loeno , �L .sCCES A 1G_ TL W^ 4 BY L � ...... \ SUFF E \w en Yq, 1BUFHER YOB mF' i I � / I IO11fN I ■ DLS 1 OLS 9-10.2013 CITY COMMENTS USE(INCLUDING COPYING, DISTRIBUTION. ANDOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PI -AN OR SFEOIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPEANSION AND THAT I RM ACROSS ALL CF I IGT.EJUIEMIINT— OUROTB DRAWN AMAWLYREGISTEREDMOFESSIONALEWINEERUFOERTYETITLE 3 I SHEET ■ DLS 1 OLS 9-10.2013 CITY COMMENTS USE(INCLUDING COPYING, DISTRIBUTION. ANDOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PI -AN OR SFEOIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPEANSION AND THAT I RM DRAWN AMAWLYREGISTEREDMOFESSIONALEWINEERUFOERTYETITLE SHEET BY SATME.BERGOUIST,IW..E E5 MlI ENAUTHORIUTON. USEWITHOUT SNOAUTHORI]ATIONCONSTITUTESANILLEGITIMATEUSEANDSHMLLTHEREBY LAWS OFiHESTATEO MIMEBOTA. SATHRE-BERGQUIST, INC.CHECKD WG BY IWEANFY SATHRFBERI:OUIBTINC. OF ALL RESPONSIBILITY. ILLEGITRMTE /y�� /� /IWSOUTHBROAOWAY �/ �" WAYUTAMN.55Jet RI&CIieMW 7HANHASSEN, DLS SATME.BERGQUIST.INC. RESERVESTHE RIGHT TO HOLD ANY a I�egY LAKE ST. JOE'S COVE DATE USSRFROOI PARTY LEGALLY RESPONSIBLE FOR DNMGESORLOSSES RESULTING USE �WYI–L'—SY,`dVVV�- inidL RE. 9 054SV6 OYA. 0&1&2013 LY. M. M147 F`N u l A: 1a39=91 i II o a1 uAVu9EAInM33{Y�rt 1 I E s7x �___. -__ �' JIL_-____ ________ I •• I �. �- co aedla e.n• Lo ao�It CEd r e bove f u �r/2•• 9e G ff Oho"__ Q -I- -/Ir , r ea K Y o^ IIrA I I 11 1� I 1 I I �� T/2•'—MNOOT �i4 o O ` Z 11 ` m ji r- , / I`\J l 2 / I p `1 1 / Tpcla Coo! — 33 "—hnNOOT •QE I BF 809.0 I 1 / 1 1. I 33 CD fII"—Cldee M AO9 big p €/i \ I / a SL092f. 1 1^ \\//Y I I// 24" MNOOT .149 I GF 9M.0 1 I I +ail AT/ STsf" aqj o+—byeY Required — 60-. MAINTAINACCESS .{� c rade ----1D o131G— r�fl . 3 2 �T"FlK=_� -oec. C rod ^ O.7pR. PROPERTIES fclw`PI /gy�pp I - -_,-"�_+_�✓' ,.fe O Plccem erlL o+ <Fia bitu m:rleus i'�` G bole. e Pre Pe red ub9rede eH'+ell be Perf Hp I ~ $I OF 9]6.0 F9160 1 1 / •I of a ci=yP irla Pecle r. TFTs cilY I'+ee < de carr lier'1 boeeo erT lF+e Leal _ _• w0 1 �' ��^-' UNDER, AND EASEMENT OOFA, 111 -_I UNDER, AND ACROSS ALL OF 1__ e plooee olor+p be<FT eidea of reedw j__ t OF 9o0 L09)20 I; rr-.-_ - �- OF 908.0 1 • � �� I DUTLOTB 0.09505 iz— T Or AWE _AG9&55 9215 IASSEN FR E `� � I� ATM 'an" 4 -2 m1r MNUIr�MOM2217 1 PMsTA =1.20 PM ELEV =90136 KINGS CREEK LANE K=U.80 ROAD MILL PVI STA =3.20 I 200.001 VC 1 PVI ELEV = 901 AO LOW POINT EI-EV =973.09 IMSTA =NOS AD.=dM LOW POINT STA =5.72,92 pyI III =00.R K=2028 NIGH PINT ELEV=MIN pVI STA 5,25 1 a AM, LOW POINT 1I=989.28 HIGH POINT ELEV WD HIGH POINT STA =&20.15 PVI ELEV = 92215 80.0000' VC LOW PONT STA =11.58.28 HIGH POINT STA=IG•13.31 LOWPOINTELEV=962.58 PVI STA =0.50 A.D.=881 I O PVI STA =11.20,12 PVI STA =9.72 LOW POINT STA =B.M85 PM ELEV=02320 K=2203 0GONGVC m m PVI ELEV I: m.50 PVI ELEV=02090 PVI STA SI AO. =196 KID, =210 AD, =119 PVI ELEV =000.12 K=20.15 1500000'VC K=5705 K=20.23 AD, =2.K I v� K = 20.15 100.0000' VC -199°'e 1 1 I� 120000VW 110,0000'VD I 150.000°VC V V g R m >m R & b mU N V U N >> U> W w > U > O IN > m m > m I d. 77 IN g y yy 13.00 12.50 12-M 11-50 II.Cf 10-59 10-00 .. -. '- - -.. .-. 5L 4-Y DESIGNER NO. BY DATE REVISIONS USE(INCLUDING COPYING, DISTRIBUTION MCGOR CONVEYANCE OF INFORMATION) OF MS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATMEbERGWIST,INCsE%PRE53NRITTENAUTHORII TION. USEWTOM SAIDAUTHORIIATIONCONSTITUTESANILLEGTMATEUSEANDSWLLLTHEREBY INDEMNIFY SATHIEd R°WIST, INC. OF ALL RESPONSIBILITY. SATHREEERGWIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGTMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSESRESU.TNG FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVIy°N Mp THAT( AMADULYREGISTERED%30FESSIOWLENGINEERUDERTIF LAWS OF THESTATEG MNESOTA. a4 SATHRE-BERGQUIS,.CHECKED ISO SOUTX OROADWAY WAYIATA. MN. 55391 (962)/201ONOLS yP 'RI' O[e FA^ TITLE SHEET LAKE ST. JOE'S COVE DLS 1 OLS 9-10-A1] CITY COMMENTS DRANTIBY 7CHANHASSEN, 9 DLS BY MTE DANIII glmiEl, PE. WY: OS-lB 3 Uc. No. M142 05'0604 1 ALL GF FOR SANITARY SEWER LINES SIMLL BE PoLYYRUPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL 2. u-ua III IA'10ll"3a REFER TO DETAIL SHEETS TO SEE ST0.UCTURE DETAILS . I Q� 1 • I II j 3. ALL XYDRAMBEMLMYAAK6 ME TOP NUT OF HYDRIN. vfu:NEc a-- D coxxec*Toe' -- I WwE A'nL ^ _JFI IL- Sr~ J I eor r,o FseTNe ---7�_ ------------- �wrF nuc 1 A WYE LOCATIONS TO BE BUPPLIEOB VEWFIED By CONTRACTORS WYE STATIONING IS ID I CKCULATED FROM THE DOWN STREMIMMIgLES. _ _ _____ _ _______ -r -/ \r __2 -------- Q -, 5 5. 6. ALL TIES AND INSTANCES ME TO ME CENTER OF SURFACE STRUCTURES. BZ ALL a p p 1, YII '% / I Z�pa' IO II r----�_c__„-_,_.o-- 13 b I 1 HYURMTS AND HYDRANT CATS MAUVES ME RETAINED AND TIED SACN TO THE WATERMAIN TEE BY MEANS OF APPROVED MMG UGJE UNLESS OTHERWISE NOTED. �4 ((D p 2 IBaxo 1� 58Wr jj / P rI IINL ] SFNRAMOFWATRSERESIFMMR 2 0,21 .0AND 1 WATERARE IN THE SAME TRENCX. pp B. ALL SEWER AND WATER SERVICES ME EMENDED 10 MET BEYOND THE PROPERTY LINE pp Ui3 �¢'7)• BBSO GF W6.0 A \\y.6M UNLESS OTHERWISE NOTED. I^ rt6 / 9 B. ALLVALVES ON THE WITE0.EUIN FCR THIS PROJECT9XALL BE GATE VALVES. NO BUT1ERFLY VALVES SNALL BE USED ON THE WATERMAN FOR IVIS PROJECT. 5 SEW nsF j5 1 Y Lcwx me l� 10. THE CITY AHnASSEN CURRENT£NGINEERING GUIOELINEB'MDSPECIFIGTRIN3' _srn/ LL OOVERH. 51NGCMGNN s It.. INSTALL NYDMNTS S'BENINO CURB (TWICAy / / / 4 POLY WRM ALL HYDRANT BARRELS A) BAO ALL HMRAMS UNTIL THEY ME TESTED AND PUT W SERVICE MAINTAIN ACCESS y / / y/ \ / /,}3,a rzi GIBIp - - - �D �r l meq'°crrw 12 ALLA'-IY WATERYAIH SNAIL BEPVC CaA (ORES ES LL AIB' WATERMAN SHALL BE PVC COOS IDRt6) y ((�� I 1� - _ 'BCL_ _ 1 "'F"�� /�i l r :..�. - I r •��-]� 13. MECHANICAL CALLS SMALL BE INSTALLED IN SANITARY SEWER AT CONNECTION I SdWDllI3 $3D -- -- )3D r -1 PgMSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, B SEDIMENT WFlLTMTpI. BN155HALL REWIN UNTIL UHESMETElEN3EDdACCEPIEO BY 070 I 1 Saw 95]0 SF�I I GF B]CO FB16.0 1 1 / •( / SSW SBW 1 OAT 9/ �_�_� I A DRAINAGE EASEMENT OVER. THE CITY. ` I °� BF m0 '"S L09120 1 1 8530 y ��-_ I UNDER, AND ACROSS ALL OF 14. THE CIXITRACTOR SXAILCOMpCTTXE SEWERBWATEROMSION ATLEASTASHOURSPROR TO MYPUBLIC BEWERM'ATERYIJN WIMECTHIN. _/f -0 - 91A0 INTI) 1 -- , I I I BF B6B0 11 y�-A' 1 /- I #y�yl I / 1 y NpIEe� 1 OUTLOTB •�1•'� ACE C A.GA°0.5 L__AG1 � ` L _IA ...M AG -B&5.5 G i .. A I GA)1.5 )T 4• 3�BPs„LL°"�s 2 1 ''1•"• ��\7-. .. i �I 1 J a000d' •:::.. _. - -_� �•:::: - --M9IYBEAIOURIIYC�lR �.... ...:......:..4 rG�rii�•�_ I � - - PVI STA =1,)0 PN ELEV = MH 55 AD =J]8 K- 1W KINGS ROAD MST, =NI 1 MILL CREEK LANEPM 2[O.OLW VC ELIE, LOW PONT ELENl 973.09 T Q AD:AM M LOW FOUNTSTA- S^]].B] pVE -I K=20� D,B]BA2 RIGH FOIM ELEV =9]].30 NISTA=S�iS AO - 3A° I 1 NT ELEV=06]8 RIGH PoIM ELEV =9)OSl LOW POI9 HIGH POINTPOINTSTA -M2015 MSLIM -9]2,45 K=23,00 BD.0039VC LOW PoIM STA=11KBi8 HIGH PoIM $fpp1W13.91 LOW PdM ELEV p96TX MSTA:ORR) AO=9°1 I 8TA. 11912 MSTA =WP LOW PoIM Si,=6N,4.D MEIEVp,3.]0 K==03 MOODY VC M 0 MEl£V=BBB.50 PAELEV-9]0.9F MSTA =BARO AD.. AM 1 I MELEN-ml] K.20.15 1w,0007VC EX MH C AD. -210 AM -4.19 K=5].O° K -MM AO.].M 1 'a TG. 82 BW LD -2]]9' 1 I 1 K.0,15 129000DW 1100000VD 50OW9 C 8 R i E H 8 T 312 MHM TC -97828 MHP6 El ID6 - (3 > TF974 90 _ > m j EX MH CA > MX Y4 6UL0.1t C0 TCA]3UIL T"70 52 MN tlt BlHL0.2052 TC9W9]5 I D MHn MHq BT"73TW BUILD-1J.A5TCA6761 TC -9°768 BUL0.1099 BNL0.tt 07 289 F8'IN 6-Dzzz 0 e 30 S. TOP 62 6° JP% CI Co °'13 NIP. 6� 8 - P,FMi1 fl1&3w S - em% $ 32,4E 8'PV m IF d DR 6 Ms9's Vg f- l's s "s $ :-S31ER NO BV DATE REVISIONS USE ONCLUINNG COPYING, DISTRIBUTION, NUOR CONVEYANCE OF JL5 I DLS 0.112013 Cm COMMENTS IHFORI nT )CFTHSPRW TISSMICTLYMMIBITEDWIT DRAWN BY SpTHiEEERGWI9T.INC.'e EXPRESS WRITTEN AUTHORISATION. L13E WR1gUf AN ILLEGHHMAM SHALL THEREBY I HEREBY CERTIFY THAT THIS MAIN OR SPECIFIGTON WAS PREPARED BY MEOR UNCERNIY INREcrsuPEmnMONAroTIMTI AM A DULY REGISTERED PROFESSIONAL ENCMEER UNDER THE LAWS OF THE STATED MMJEWTA ��PP Y NA,, 9 SATHRE-BERGQUIST, INC. i SANITARY AND WATER MAIN PLAN FILE NO. DLS SAID AUNgR11AT10N CONSTTUTES USE AND INDEMNIFY SATHEEBERGWST, INC. OF ALL RESPON IBILITY. 7HANHASSEN, 3 CHECKEDBY SATHRE-SERGOUIST. JIM RESERVES THE NIGHT TO HOLD ANY ILLEGITIMATE Aim' 150 SOUTH BROADWAY WAYZATA, MN. SSA1 W)A]6EN0DLs RESPONSIBLE FOR DAMAGES RESULTING IV a u01"EgE LAKE ST. JOE'S COVE us ER OR PARTY LEGALLY OR LOSSES DATE FROM ILLEGIDMTE USE. D -WL SI,mS.PE. .505IN 0.M: 05-193013 UP W. 26147 Yxn`r STRU07llRE ID TYPE DUM TC INVERT lULD CASTING NOTB 1 CBMH 48' 978.80 1150.40 17.20 R3087 TCW� T 2 CBMH 48' 875.87 980.00 15.87 R3087 _____1_____+____070.00 3 CBMH 48' 888.70 980.00 8.81 R-11357 EZ FESA �$-154'0P $ 1 CLS®0. g$- CLIS®OArx I "'i 4 CBMH 48' 965.80 961.40 4.20 R- I 1 5 CB 27cr 885.80 981.80 4.00 R3067 960.00 6 CB 27' 985.80 963,00 2.60 R4342 i94o.w____-__________-____-____--- ____-____1 7 CB27CS 0+W i�0 1+00 1+50 2-00 2+50 3+00 3+50 975.87 871.87 4.00 R3067 E% STMH 48' 987.00 950.70 18.30 R -1642-B A FES 2Y 950.00 24'APRON W TRASH GUARD12 CY Rp4w MAIWAIN ACCESS - 3D wJUS! PROPERTIES f 4� 25 40 BB oxmmd SCALE IN FEET AC t000.W - r----------- r - -- r I r --- 1000.00 I I I I I 1 I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I C&AH 1' ' CBMH2 I TC: MS I I I I I I I I TC. 974� 5I BLD:117 I I I I CB f 9LD: 14, I wA:4s I r----�-- I r-----f-----� r-----i-----� ----r-----T-----980.00 CC I I I 1 I WMH3 I 1 1 I I I 1 1 I TC: 9607,2 12 161 CL��M6H74 rDNA: TCW� T III r��r"rna' �� I Imp b� �� W 41 SLID 40 11 1 1 44 8' 2 W0.00-I-�:T4T+_ _�___ _1_____}_ 1_____+__ _____1_____+____070.00 980.00 :-4 I Du: 18' I I I I I I I I I I I I 96000 _L _ _ -' � _ _ p.K-HCp _ _ _ _ ^ _ _ _ _ _ 4-1s-IiGp_ m EZ FESA �$-154'0P $ 1 CLS®0. g$- CLIS®OArx I "'i m3�CLSQ 041% Ip0-12'IGP I 8 TC. 950.00 as®d]tx �� S�� (LL S0&M I W/TRASH GUARD I I I I 12 cY RIP I I I ? �Z I I $ I E K I 1 -RAP I o 1 I 1 I I S n' H 95040 "1 3s.3-z.T4cP �--- -r r---�--�-----I- r----�- _'.�-- 95000 CL5�1.98% I a3w 960.00 I I I I I I S i W 3 I 1 I I I I =a I I I I I I I I 1 I i94o.w____-__________-____-____--- ____-____1 ____--- ____�____1_____._ 940.00 0+W i�0 1+00 1+50 2-00 2+50 3+00 3+50 4+00 4-50 5+00 5+50 6+W 980.00 -7 ---- T ---- 7- CBMH3 TC: 968.7 i CB 6 BLD: 7.2 DIA: 48"TC: 967.00 BLD: 40 970.00 - - - - -I----+-Djl:.- "�- I I Finished Grade I I I I I 960.00 L----l----J- 0+00 0+50 1+00 1+50 990.00 CBMH2 I CB _ 132.59-12"RCP CC TC:97�.6 CIL 5@0.87% >rn BLD: 40 rn DI :48" Z � Z 960.00-1---ZXI-----L I 3� I I 980.00 ui z I I I A DRAINAGE EAGEI.ENT OVER. UNDER. AND ACRO66NL OF OMOT B 990.00 -r - - - - -I- - - - - - 990.00 CBMH2 I CB I TC:972.6 TC:97�.6 BLJ: 11.7 BLD: 40 I DI :48" 960.00-1---ZXI-----L I I I I I 980.00 I Finished Grade I I I 970.00 -- -�I-----r 970.00 I I WI ZI I I 960.00 - - - -' - - - - - i 960.00 0+00 0+50 1+00 . 6 28.T-12"RCP 00 mmm CL5@1.67% ZZ Z z 66Z, (INCLUDING COPYING, DISTRIBU110N. ANWOR CONJEYANCE OF I I HERESY GERTIFY THAT THIS RAN ON 6PEGFS`ArON WAS ---- us 1 DL6 ILI 2X13 CITY COMMENTS INFORMATON) OF THIS PRODUCT IS STRICTLY PROHIBITED WIIHIXR PREPARED BY ME OR UNDER MY DIRECT 3UPERNIMC%AFD THA i1BT93SW1 DRAWN BY SAT4VE-0 WIST,INc.'sE EWWRITTENAUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE STORM SEWER PLAN DL6 SAID AMHONPo TION WNSTTUTES AN ILLEGITIMATE USE AND PALL THEREBY UWS OF THE STATE MMESOTA SATHRE-BERGQUIST, INC. ,1 INDEMNIFY sATIwE.BERG WIST, INC. OF ALL RESPONSIBIUm. CHANHASSEN, '} CHECKED BY 150 SOUTH BROADWAY WAYIATA. NN.5530t ty52(A]64ttO Us LEEN OF ERGWIST, INC. RESERVES THE RIGHT TO HO ANY ILLEGITMATEALIff C MINNESOTA GATE uSER OR PARTY LEGALLY RESPONSIBLE FOR DAM4GES OR LOSSES RE6uTNG A LAKE ST. JOE'S COVE FROM ILLEGITItIAM VSE D*Nm4 L SCimHL P E u�.y4 9 M1Srt(eu I 08.18.1013 Ic M .1.1 _,w,ax,,,,�„a.or„a.D„A,wRwYRaY a N.,Ra w,b aff'sa abeff-res. an,o.. `.N,wau.. ..uMA.a..am..nrsowao.a.wwrR or.Eimal..aA:wTw wNa.Rx;rRN14NOP,aw�uww,wo.EPRner,w aw.aaa ae,...e.,.,m.nee,.. . .��I...,.L—AVIA,m,MH . e. row-rPn aaran won,wN.,w wLO.-ab...DaaIwx.—.MARO.as.rw.xrMa RMMa TYPICAL LOT DETAIL EIEVATC]N USE (INCLUDING COPYING. DISTRIBUTION, ANGOR CONVEYANCEOF INFORWTION) OF THIS PRODUCT IS STRICTLY PROHIBITED WRIWF SATHRE�ERGCUIST. INC3 EXPRESS WRITTEN M,THOFUTATION USE WITIgUf SAID AUTHORILATION CONSTITUTES AN ILLEGITIMATE USE NO SMALL THEREBY IIDEMMFr $ATIYIEBERcoulsT, INC. OF ALL RESPONSIBILITY. RESERVESTHERDIVAIGHT OHOLOANSISESRE RESULTING LIBER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RE50.nNG USER FROMILTEGITMATE VSE. TEaamc ADJACENT GIF i AOVGENT CAPDE CITY RIQIECT NO. NI�1 OTEBLDT 1 NUMBER - DENOTES REAR6 OLS -�-�1 BuxnlNG vr�o DAM I DENOTES BATCINNF Fl.Odi FIEVATgN _ DENOTES SOUSE TYP FLOORESC,ARA(,E FLDIXt ELEVATION OEHDTF9 SElH.flf ENpTES EAREIENT _- L9E� _ 111E ORNEWAYSLOPE(PERGRADtC 9lYl ElEVAlOF81 Ida., inufaswm —eoawae„m.Iw.w,. Ma is aPwr„Y,..MA, ® wreRR ye �,e., �M e ...,G. bA.d,w,,..M,.YP, n w.. and P� �. w ., a=,slr � w..n �.m bra., r. W„eAS aJAA,a IS 11 SATFIENDE III—embi 1-1 FILTRATION SHELF NOTES: 1. Initial excavabon of Me rain garden shall be dug T beoye Me finished final grade. 2. The bloretenton wtl imin Me files on shelves yell be installed after Me storm sewer outlet coneol stlumse a instafted. \ 3. To prevent sol compactor, heavy equipment shah not be allowed vein Me min gardens at any time. A. The Whom of Me flbaton shelves shall DQ Wh d a minimum of 12' pear to placirg Me bloretention sea 5. Relativley light eeelpment wind trach shall be used So excavate Me filtration shelves -� 6. Immediately upon compleron of grading Me immune shelves, sift fence shall be installed per Me plan to astablah peMnter cental. & The bloretenton soi whin Me shelves eft! be 2deep yeah a 6• draftm a made one loot shove the base of Me bioretennon sol. 9. The biomhn0on w9 recommended by Merit of 3149 2.1 Ther sand aggregate) and WIN 2B(Ccmpost. Grade 2). ----_-__ _ 10. The mu Mr Me fltrabon shaves should be 35% Compost and 65% sand. FILTRATION BENCH 410 TONS Compost 150 TOM Sand 11. Minnesud Me” 8 Sol Can wooly and Eelreer Mis soil premued (651) 330-0299 MAINTAINLACCESS TYPICAL FILTRATION SHELF DETAIL PR VJQJQ8LAPROPERTIES 25 25 20 I aI,AIe .dae.arr eye 20 Hw vR� 5 0 10 ow. 10..-. -.�. rt iN?ACC ti VIII--1II�— YPwrmWOaei.aYvlaetltltIbNIi.YM.)H t D �aa%Y a1MIL k BwY ) 1 1 0 .. (HO 0+10 0+20 0.30 ONO 0.50 0.60 0.71 0.410 0+90 1+00 a 0 60 6E�86sed SGLE IN FEET AN, .. tel` - Y•+� F REVISIC'.; DESIGNER Iar USE (INCLUDING COPYING. DISTRIBUTION, ANGOR CONVEYANCEOF INFORWTION) OF THIS PRODUCT IS STRICTLY PROHIBITED WRIWF SATHRE�ERGCUIST. INC3 EXPRESS WRITTEN M,THOFUTATION USE WITIgUf SAID AUTHORILATION CONSTITUTES AN ILLEGITIMATE USE NO SMALL THEREBY IIDEMMFr $ATIYIEBERcoulsT, INC. OF ALL RESPONSIBILITY. RESERVESTHERDIVAIGHT OHOLOANSISESRE RESULTING LIBER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RE50.nNG USER FROMILTEGITMATE VSE. I HEREBY CERTIFY THAT THIS PLAN OR 3PEGFICATION WAS PREPARED BY EE OR UNDER Mr wRECT 51PERn SION AND THAT AM A IX0.Y REGISTERED PROFESSIIXML ENGINEER UNSEEN THE 1AW80F TIE STATED LUNNESOTA. � RMra p SATHRE-BERGQUIST, INC. 3 TSp SOUTH BROADWAY WAY)ATA. MN. 5a9YT (¢VIAAaOL F` Q. '�tAa P CITY RIQIECT NO. GRADING AND DRAINAGE PLAN LAKE ST. JOE'S COVE FILE NO. Sol OLS Cm GOWENTs pUWN BY CHANHASSEN, MINNESOTA C J OLS CHE BY OLS DUS DAM Did, Bdrmal P.E DaY: 0&19-2013 Li. M. 381Q IAOSgI ENERAL NOTEg: 1. THE GRApING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND NSPECTIONS GONE AFTER A 05' RAIN EVENT IN 24 HOURS. ACOPYCF THE INSPECTKIH REPORT MUST BE EMAILED TO THE ENGINEER, CITY AND DEVELOPER ON A WEEKLY BASIS. THIS SHOULD BE DONE IN ACCORDANCE WITH THE APPROVED SWPPP PIAN. 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH TIME CITY OF WOODBURY DETAIL PLATES FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE, INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT BA FINAL INSPECTION REPORT. 4. A P-2' CRUSHED ROCK ENTRANCE BERM SMALL BE PI M AT THE SITE ENTRANCE. TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SMN1 BE THE WIDTH OF THE ENTRANCE AND 2 FEET MGM WITH 4:t SLOPES. (SEE DETAIL) 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREET AREAS THROUGHOUT CONSTRUCTION. 8, THE CONTRACTOR SMALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LERMG TIME SITE BY EROSION AND VEHICLE WHEEL TRACKING. NE SMALL BE RESPONSIBLE FOR CLEANING OF STREET. BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OU TRACKED SOL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL WITHIN 24 HOURS. >. EXISTING UTILITIES SHOWN ME SHOWN IN AN APPROXIMATE WAY ONLY. TIME CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF MY AND ALL EXISTING UTUTIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR MY AND ALL DAMAGES RISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL EXISTING UTILITIES. S. SEDIMENT BASINS MUST BE DRAINED AND SEDIMENT REMOVED WHEN MATERNL REACHES ONE HALF VOLUME IN M HOURS. 0. SILT FENCE MUS BE REPAIRED OR REPLACED WHEN NONfUCNTIONAL OR ONE THIRD FULL OF SEDIMENT WITHIN 24 HOURS. 10, TIME CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP MA AGMENT FOR THIS PROJECT: I . GRADED AREA =30 ACRES ONSITE BMPS 1. CD-P2T - CD -P27 WILL BE UTILIZED TO MEET OR EXCEED QUALITY AND RATE CONTROL REQUIREMENTS. 2. SKIMMERS -THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET PIPE TO ALLOW SKIMMING. 3. RIP RAP - RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE SEDIMENT CONTROL. 4. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS 8 REAR YARD STRUCTURES. 5. SLOPE STABILIZATION -SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE STABILIZATION. 6. BIOROLLS - SIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS. 7. INFILTRATION AREAS - INFILTRATION AREAS WILL BE UTILIZED TO REDUCE THE AMOUNT OF RUNOFF FROM THE INCREASED HARDSURFACE. B. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING. " Ir%__—_—_fit _�`i L •1 /7 ________` ``�`; i i li , , i I tI 1IL_---'—' I� 1 I — i i ,�\ ♦♦ i \i i i t l i l �• � `I 1 i t 1 1, � I I I I I • I II \ 1 \ I >rr A— -------I Ir�_--'i��'I II �__\y �_�_--_�—_-♦�I• .A ' .,1r / N 1 1 A ,`\ A I I I A` "L')� ✓A A l i; % i �• � C TO IX �. 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DR,.M- demi PE. 9 OSDSNa pvM'. 05-19Z 13 L'o.M. 26161 v CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of STS Property, LLC and Jerry & Kristin Kortgard for Subdivision approval. On August 20, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of STS Property, LLC and Jerry & Kristin Kortgard for preliminary plat approval of property into eight lots. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is: That part of Lot Two (2) of Section Seven (7), Township One Hundred Sixteen (116), Range Twenty-three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West Line of said Lot Two (2), distance Twenty (20) rods from the Northwest corner of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, Thirty-two (32) rods; thence North at right angles, Twenty (20) rods, thence West, at right angles, Thirty-two (32) rods to the place of beginning. And, Outlot A, Cimmaron, Carver County, Minnesota 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; SCANNED c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 5. The planning report #2013-18 dated August 20, 2013, prepared by Robert Generous, et al, is incorporated herein. plat. RECOMMENDATION The Planning Commission recommends that the City Council approve the preliminary ADOPTED by the Chanhassen Planning Commission this 20th day of August, 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 5 Chanhassen Planning Commission — August 20, 2013 All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: LAKE ST. JOE'S COVE, PLANNING CASE 2013-18: REQUEST FOR PRELIMINARY PLAT REVIEW OF 4.04 ACRES OF PROPERTY ZONED SINGLE FAMH Y RESIDENTIAL (RSF) LOCATED EAST OF CHANHASSEN CITY LIMITS, AND SOUTH OF THE CMBIARON SUBDIVISION BETWEEN KINGS ROAD AND MILL CREEK LAND. APPLICANT: STS PROPERTY, LLC. OWNER: JERRY & KRISTIN KORTGARD. Generous: Thank you Chairman, commissioners. Planning Case 2013-18, Lake St. Joe's Cove, STS Property, LLC is the applicant. It is a request for subdivision approval, or preliminary plat approval. It meets tonight with the Planning Commission. It's scheduled for City Council on September 9th. Again the request is for preliminary plat approval for 8 lots, 1 outlot and public right-of-way for single family detached homes. Property is located on the western boundary of the city of Chanhassen with Victoria and just between Mill Creek and Kings Road. South of the Cimarron development and when that project came in, at that time we did a, ghost platted this property to see how the potential subdivision would work and this follows that closely so it was just an extension of the roads down and the utilities that were established in Kings Road are extended down as part of the project. Like I said, the project includes 8 single family lots and 1 outlot. There is a stormwater pond that was built as part of the Cimarron development. There is some expansion that will be done as part of this development to meet stormwater purposes. They will be platting the Mill Creek Lane and Kings Road right-of-way as part of the subdivision. I should note that before tonight's meeting I did hand out 3 sheets to you. The first one, I changed the word subdivision to preliminary plat on pages 1 and 9 of the report as part of the recommendation. Then on page 2 of the Findings of Fact I changed the word subdivision to preliminary plat also so. However when this does go to City Council they are, will be requesting and preliminary and final plat approval because they have all the drawings are pretty well clean. As part of the street plan for this development it will be a public street meeting all the requirements of the city ordinance. It's about, steepest point in this is 4.6% slope and our city code would allow up to 7% slope on a public street. On the northwest comer of Lot 4, Block 3 we are requesting that they provide an easement. Access easement for the property in Victoria. As you can see on this drawing there's a driveway that comes out there. There is another property just to the north that access but that's into the public street so we won't need any private easements put in place. Utilities will be extended. The sewer will be extended to the west. It comes down Kings Road and so gravity will take it that way and as part of this they also will be looping the water system from Mill Creek Lane to Kings Road. Stormwater plan, they will be expanding the stormwater pond and then putting in any street improvements for conveying the storm water to that pond. The grading plan, they are mass grading the site in preparation for the development of the individual lots. As part of that they will be removing significant amount of trees. Erosion control plan is in place, or is designed. As part of their approval they need to come up with a SWPPP plan which is Surface Water Pollution Prevention. As part of the landscaping plan they did show that they're removing most of the trees on this site as part of the subdivision process because of the location of the road and the house pads. It's very, almost impossible to preserve anything and so they're just going forward and doing the complete replacement there. However we should point out to the north that land will remain natural. It's a wetland complex and so all that area will remain in place. Staff is recommending approval of the preliminary plat subject to conditions of the staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Park is covered by the Roundhouse Park? Generous: Yes. They'll be paying fees in lieu of land dedication. SCANNED Chanhassen Planning Commission — August 20, 2013 Yusuf: With the tree removal and replacement, do you feel comfortable with the erosion prevention plan? Fauske: Typically the developers and the developer's engineers are willing to work with staff. It's just a matter of insuring that it's compliant with the State regulations so we're at a comfort level that we believe that they will come into compliance. Yusuf: Okay. Hokkanen: And is it 7 lots or 8 lots? Of buildable and one outlot. Generous: It's 8 lots. Lot 2, Block, Lot 1, Block 2 is on the west side of Mill. It was actually platted as an outlot with the Cimarron development because they couldn't get the street down to service that property. It's just to the north of that stormwater pond in the southeast corner of the plat. Hokkanen: Okay. Aanensom 4 on the bottom, 3 above the road and then the one on the. Hokkanen: I just read somewhere in here it said 7 so. Generous: Yeah that was their application said that. Hokkanen: Yeah, okay. I thought. Aanenson: Good catch. Hokkanen: Just double checking. Aller: Any other questions at this point? None. Okay. Would the applicant like to step forward and make any presentation he wishes to do at this time? Steve Kroiss: Yes, my name is Steve Kroiss. Representative for STS Property. Aller: Welcome sir. Steve Kroiss: Excited to be back in front of you with another project in Chanhassen. I don't really have anything else to add but I have my engineer here, Dan Schmidt if you have any technical questions or anything else I can answer. Aller: I guess overall you had an opportunity to read the report. You're working with staff. You know that there's approximately 56 plus or minus conditions here. Are there any that you're concerned about being able to meet? Steve Kroiss: Oh nothing that we're concerned about being able to meet. We are going to work with staff, because we have talked with the neighbor, the Clymer's which would be just to the north on Mill Creek about, we're going to be grading into their yard and about saving some of those trees and spading them and hopefully come up with possibly a new landscape plan that they'll be happy with. I mean we can either replace the trees as we have but there's some nice trees there and we'd like to save them and they'd like to save them. �I e .i Chanhassen Planning Commission — August 20, 2013 Aller: Sure. Steve Kroiss: Other than that I don't think there was any of the conditions that we had any issue with Aller: Great. Can you tell us a little bit about the properties that you're going to be building or are you actually doing the construction? Steve Kroiss: We are also a builder. We develop properties and we build on them. We currently have a project off of Galpin Road called Wynsong which we had approved earlier this year. Housing in this project will be a little less expensive. Probably my guess is in that $700,000 to $900,000 range. At this point we're excited to look for some new lots because we're out of lots in Chanhassen so we're going to try to get this done this fall and get a house up for next spring. Aller: Wonderful. Any other questions from any commissioner? Thank you sir. Steve Kroiss: Thank you. Aller: With that I'll open the public hearing. Anyone wishing to speak either for or against the proposal before us today? Good evening sir. Rick Berland: I'm not for or against. Hi, my name is Rick Berland. I'm a neighbor and I'm just curious, I don't understand from any of these maps, I can't see them that well, exactly where this is. I'm not for it or against it. I just, we came just because we wanted to, is it west of the parkway? Generous: Yes Rick Berland: How far west? How many blocks? Generous: It's at the end of Kings Road, if you know where Kings Road is. Rick Berland: At the end of it, yeah I know where Kings Road is. Generous: Yeah, and then you go down and it turns to the south and then it goes. Rick Berland: I can show you on the way home. Mrs. Berland: We just thought it was on the parkway. Aanenson: No, it's behind. Rick Berland: Because there's a sign, a property for sale. We were just curious that's all. Aller: Well welcome. Thanks for coming. Any other individuals wishing to speak either for or against or just wanting to visit. Seeing no one come forward, close the public hearing. Any questions, comments from any of the commissioners? Think it's pretty straight forward. Looks like a good project. Hokkanen: Nice project. Weick: I would echo the question that was put forth though on the erosion that's all. That would be my only, it seemed like they were taking out a lot of trees and then putting them all in one place and so I trust that obviously erosion concerns will be addressed. That would be my only concern. IN Chanhassen Planning Commission — August 20, 2013 Aller: Yeah, and this is a preliminary plat review so this is going to go to the City Council, in fact they'll probably be looking for the final at that time so there'll have better drawings and a better understanding of what they're going to have at that time. Aanenson: I was just going to point out for some of the new planning commissioners too, engineering always has a pre -construction meeting too and so we also have someone that is from the soil district too also that's at that meeting to go over where the erosion control would go so that's, point well taken yeah. I mean you've got a beautiful wetland behind you that will always be preserved. It's fantastic views so that's something that engineering will make sure during the pre -con and before they can proceed they make sure that that's all in place before they grade so, that's a good question though just so everybody knows, that's one of the things that we do. Aller: Yeah, I would think that part of the value of these properties is that view and the wetlands so you want to maintain it. Any other comments? Yusuf. None right now. Aller: I'll entertain a motion Yusuf. I'll make a motion. Aller: Okay. Yusuf I propose that the Chanhassen Planning Commission recommends approval of the Lake St. Joe's Cove preliminary plat subject to the conditions of this report and adoption of the Findings of Fact and Recommendation. Aller: Have a motion. Do I have a second? Tennyson: Second. Aller: I have a motion and a second. Any further discussion? Comment? Yusuf moved, Tennyson seconded that the Chanhassen Planning Commission recommends the City Council approve the preliminary plat subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Chanhassen Planning Commission — August 20, 2013 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. Each lot must be provided with separate sewer and water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. En in�a eerin: 9. Access to the properties in Victoria must be maintained. 10. The plat delineates the 10 -foot easement at the front and back of the lots, and a 5 -foot easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." 11. Plat must dedicate driveway access easement on Lot 4, Block 3 for access to the property in Victoria. 12. The easement between Block 1, Lot 1 and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 13. The easement at the northeast corner of Block 3, Lot 1 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 14. The plat document must be amended to include Outlot B, which is shown in the plans. 15. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100 feet beyond the property boundary. 16. The grading plans must show the benchmark elevation used for the survey. 17. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. 18. The 15 -inch storm sewer pipe from CBMHI to the existing structure shall be constructed with a minimum 0.70 % slope. 19. The existing storm sewer manhole on Outlet A, Cimmaron Addition must be replaced to include a 3 -foot sump. 20. The property owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. R Chanhassen Planning Commission — August 20, 2013 21. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 22. The contours show water flowing to the northeast comer of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building corner to direct water flow away from the structure. 23. The driveway grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 24. An escrow (110% of the estimated erosion control for this development) is required before site grading begins. 25. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 26. Walls taller than 6 feet shall not be constructed with boulder rock. 27. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. 28. A Homeowners Association shall be created to take ownership of the retaining wall. 29. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 30. The plans must show the station where the new construction ties in to the existing mad as well as the limits of construction. 31. The plans must include erosion control measures to the limits of construction. 32. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. 33. The driveway on Block 3, Lot 4 must be moved out of the 10 -foot side yard setback. 34. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 35. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. 36. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 37. Water and sewer hookups are due at the time of final plat. The hookup fees will be assessed at the rate in effect at that time. Fire Marshal: VI IP i Chanhassen Planning Commission — August 20, 2013 38. Proposed fire hydrant(s) location is acceptable. 39. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. 40. Prior to new home combustible construction fire hydrants must be made serviceable. 41. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 42. A three-foot clear space must be maintained around fire hydrant(s). Natural Resource Coordinator: 43. The trees should be field located as to allow for a 20 -foot wide access to the pond. The applicant shall work with staff to delineate a clear zone to the pond. 44. Tree protection fencing shall be installed at the edge of grading limits near preserved areas of trees. Parks and Recreation: 45. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). Water Resources Coordinator: 46. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 -foot setback must be shown accordingly. 47. All wetland and buffer areas not within an outlot must be contained within a drainage and utility easement. 48. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 49. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System 50. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth - disturbing activities. 10 Chanhassen Planning Commission — August 20, 2013 51. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 52. The details must be changed to reflect the most up-to-date city standard details. 53. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manhole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 54. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. 55. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 56. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: Commissioner Undestad noted the verbatim and summary Minutes of the Planning Commission meeting dated July 16, 2013 as presented. CITY COUNCIL ACTION UPDATE. Aanenson: I was going to mention that I did sign everybody on the Planning Commission up for the Planning Commission Journal so if you have problems getting it to your website let me know or Kim and we'll get you on there but it's a great read. Apologize it took me so long to get that going but I think this is really good for planning commissioners, some good articles in there so hopefully you'll take the opportunity to read that. I'll go right into City Council update if that's alright. Aller: Yep. Aanenson: So on the 22nd they approved the Preserve 5th Addition for final plat and the development contract. The Preserve 5'h was approved and then was sold to a different developer so now there's different builders in that development there. That coincided with, we need to be attached with the Jeurissen plat to go forward, the Preserve also needed to be given final plat approval so they're pretty close to beginning grading out there now so the council did approve the Jeurissen and Camden Ridge is also coming back in too so they'll get their grading going and they're hoping to get some utilities and hopefully if they can see it through November, get some roads up in there so that project's underway. And then on the 12`h they approved the summary ordinance for the Met Council did approve the land use amendment for the apartments so that project is, should be coming forward for a site plan agreement. Everything's put in place for that. Once that's close to be executed we'll let everybody know. I know the neighbors are curious about that too so we've committed to let them know. We'll also let you know too when that gets signed. They did approve the variance for the Carver Beach Road. The neighbors did appeal that one and unfortunately on that circumstance, as we alluded to before, they had a reasonable right and the Planning Commission and the council also felt that was reasonable size so then the Bluff Creek Cottages was also approved and that was the second iteration we've seen of the senior living project so they would like to get going on that too. So that's just the site plan agreement on that so they'll 11 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/15/2013 12:48 PM Receipt No. 00227699 CLERK: AshleyM PAYEE: STS Property, LLC Po Box 218 Chanhassen MN 55317 - Planning Case 2013-18 ------------------------------------------------------- GIS List 84.00 Total Cash Check 1003 Change 84.00 0.00 84.00 0.00 i'-')-!4( SCANNED To: Steve Kroiss STS Property, LLC P.O. Box 218 Chanhassen, MN 55317 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 RE: Lake St. Joe's Cove Planning Case 2013-18 Invoice SALESPERSON DATE TERMS KTM August 8, 2013 upon receipt 28 1 Property Owners List within 500' of Lake St. Joe's Cove (28 labels) TOTAL DUE UNIT PRICE $3.00 1 $84.00 $84.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for August 20, 2013. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2013-18. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED Generous, Bob From: Holly Kreft [hkreft@ci.victoria.mn.us] Sent: Tuesday, August 20, 2013 8:40 AM To: Generous, Bob Subject: Comments on St. Joe's Cove :.m Hi, thanks for the opportunity to comment on the preliminary plat for St. Joe's Cove. We reviewed it at our Development Review Team meeting yesterday and did not have any additional comments. As noted in the staff report, access to existing driveways in Victoria will need to be maintained. The City does not intend to vacate the existing right- of-way for Kings Road at this time. Please let me know if you have questions or need additional information. Best wishes - Holly Holly J. Kreft Community Development Director City of Victoria (952)443-4218 MYY�,OF COMPREHENSIVE TRAIL PLAN Phone: 952.227.1160 COMPREHENSIVE PARK PLAN MEMORANDUM """""""eSEN Finance The city's comprehensive park plan calls for a neighborhood park to be located Phone: 952.227.1140 TO: Bob Generous, Senior Planner 7700 Market Boulevard Phone: 952.227.1130 area. Roundhouse Park features the following amenities: swimming beach, PO Box 147 FROM: Todd Hoffman, Park &Recreation Director Chanhassen, MN 55317 Fax: 952.227.1110 ` DATE: August 9, 2013 Administration Phone: 952.227.1100 SUBJ: LAKE ST. JOE'S COVE: Request for subdivision review of Fax: 952.227.1110 4.04 acres on property zoned Single Family Residential (RSF) located Building Inspections east of city limits, and south of the Cimarron subdivision between Kings Phone: 952.227.1180 Road and Mill Creek Lane. Applicant: STS Property, LLC/ Fax: 952.227.1190 Owner: Jerry & Kristin Kortgard. Engineering COMPREHENSIVE TRAIL PLAN Phone: 952.227.1160 COMPREHENSIVE PARK PLAN Fax: 952.227.1170 The city's comprehensive trail plan calls for public parks to be connected to Finance The city's comprehensive park plan calls for a neighborhood park to be located Phone: 952.227.1140 within one-half mile of every residence in the city. The proposed Lake St. Joe's Fax: 952.227.1110 Cove is wholly located within the Roundhouse Park neighborhood park service Phone: 952.227.1130 area. Roundhouse Park features the following amenities: swimming beach, Park & Recreation playground, swings, picnic shelter, fishing pier, basketball court, skating rink, Phone: 952.227.1120 open play field, trails and parking area. Fax: 952.227.1110 Recreation Center COMPREHENSIVE TRAIL PLAN 2310 Coulter Boulevard and trails be applied to the proposed Lake St. Joe's Cove: Phone: 952.227.1400 The city's comprehensive trail plan calls for public parks to be connected to Fax: 952.227.1404 neighborhoods through a combination of sidewalks and trails. The proposed senior center Lake St. Joe's Cove is connected by sidewalk to Roundhouse Park and the Planning & Natural Resources Minnewashta Parkway pedestrian trail. Y Phone: 952.227.1130 Fax:952.2271110 RECOMMENDED PARK AND TRAIL CONDITION OF APPROVAL Public works It is recommended that the following condition of approval concerning parks 7901 Park Place and trails be applied to the proposed Lake St. Joe's Cove: Phone: 952.227.1300 Fax: 952.227.1310 1. In lieu of parkland dedication and/or trail construction, full park dedication senior center fees shall be collected at the rate in force at the time of final plat approval. Phone: 952.227.1125 At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us g:\plan\2013 planning cases\2013-18 lake st. jce's cove\park report.doc Chanhassen is a Community for Lite . Providing for Today and Planning for Tomorrow CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax:952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Bob Generous, Senior Planner FROM: Todd Hoffman, Park & Recreation Director DATE: August 9, 2013 SUBJ: LAKE ST. JOE'S COVE: Request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane. Applicant: STS Property, LLC/ Owner: Jerry & Kristin Kortgard. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed Lake St. Joe's Cove is wholly located within the Roundhouse Park neighborhood park service area. Roundhouse Park features the following amenities: swimming beach, playground, swings, picnic shelter, fishing pier, basketball court, skating rink, open play field, trails and parking area. COMPREHENSIVE TRAIL PLAN The city's comprehensive trail plan calls for public parks to be connected to neighborhoods through a combination of sidewalks and trails. The proposed Lake St. Joe's Cove is connected by sidewalk to Roundhouse Park and the Minnewashta Parkway pedestrian trail. RECOMMENDED PARK AND TRAIL CONDITION OF APPROVAL It is recommended that the following condition of approval concerning parks and trails be applied to the proposed Lake St. Joe's Cove: 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, these fees would total $46,400 (8 lots x $5,800 per lot). g:\plan12013 planning cases12013-18 lake st joes cove\pazk repon.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, August 20, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane — LAKE ST. JOE'S COVE. Applicant: STS Property, LLC. Owner: Jerry & Kristin Kortgard. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2013-18 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bizenerous(a,ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on August 8, 2013) SCANNED /3-1? I • NM Jul TO: Bob Generous, Senior Planner FROM: Stephanie Bartels, Project Engineer DATE: August 9, 2013 SUBJ: Lake St. Joe's Cove Preliminary and Final Plat Please incorporate the following comments into the staff report: The Lake St. Joe's Cove property is on the east side of the border between Chanhassen and the City of Victoria. The Cimmaron development is north of the property and the Lake St. Joe's Cove development will connect to the utilities constructed under that development. The Cimmaron development included two stub streets, Kings Road and Mill Creek Lane, which the Lake St. Joe's Cove development will connect into a loop street. Two parcels in the City of Victoria have access driveways through this property to Kings Road. These accesses must be maintained to serve their properties. The plat delineates the 10' easement at the front and back of the lots and a 5' easement at the sides of the lots, but the plat must call them out as a "drainage and utility easement." Easement over utilities must provide enough space to allow maintenance and repairs at the pipe depth. To excavate the pipe for repair a 1:1.5 slope is required. The easements between Block 1, Lot 1 and Block 1, Lot 2 and at the northeast corner of Block 3, Lot 1 must be widened to provide enough room to excavate the pipe for maintenance. The plat document must be amended to include Outlot B, which is shown in the plans. GRADING AND DRAINAGE The Cimmaron development included the construction of a drainage pond on the southeast comer of the Lake St. Joe's Cove property that collects water run-off from that quadrant of the property. There is also a wetland south of the property where the most of the existing water run-off drains to. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100' beyond the property boundary. The grading plans must show the benchmark elevation used for the survey. Bob Generous Camden Ridge June 12, 2013 Page 2 In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate the direction of the water. Per discussion with the Lake St. Joe's Cove engineer, work on the development will include grading on the property at 7040 Mill Creek Lane. This property owner must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. The contours show water flowing to the northeast corner of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building comer to direct water flow away from the structure. The driveways grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point n(OadriovewW. MIX An escrow totaling $XXX,XXX.XX (110°% of the estimated erosion control for this development) is required before site grading begins. RETAINING WALLS The developer proposes a retaining wall northwest side of the drainage pond. It is approximately 420 feet long and has a maximum height of 5 feet. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. Walls taller than 6 feet shall not be constructed with boulder rock. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. A Homeowners Association shall be created to take ownership of the retaining wall. STREETS The developer proposes to construct a loop to connect two local streets, Kings Road and Mill Creek Lane, throughout the development. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. The profile view of the roadway shows roadwork extending onto the existing Kings Road. The plans must show the station where the new construction ties -in to the existing road as well as the limits of construction. The plans must include erosion control measures to the limits of construction. g:\mg\pmjmts\ko\lake st. joe's cove\130809_sbbmemo.dm Bob Generous Camden Ridge June 12, 2013 Page 3 Driveway grades must be between 0.5 and 10.0% at any point on the driveway. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to meet this standard. The driveway on Block 3, Lot 4 must be moved out of the 10' side yard setback. SANITARY SEWER AND WATERMAIN The sanitary sewer will connect to the Kings Road stub to provide service for all the lots. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. Hydrants must be installed every 400'. ASSESSMENTS An assessment for Minnewashta Parkway improvements is outstanding for this property. The principal of $3040.00 was deferred until subdivision and it has been accruing 6% since 1994. As of August 1, 2013, the assessment amount due was $6612.10. At the time of the final plat, this assessment plus the additional accrued interest must be paid or reassessed. Water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. CONDITIONS OF APPROVAL The Engineering Department recommends approval of the preliminary plat subject to the following conditions: 1. Access to the properties in Victoria must be maintained. 2. The plat delineates the 10' easement at the front and back of the lots and a 5' easement at the sides o th lots, buS thp7�plat must call them out asa "drainsQe end U9 O.Y easement." plt rh•r Oc t:co�� {+A,.; _ Wu/ ea4j,.n,,!/ erL glee -1 31• The easement between Block 1, Lot 1 and Block 1, Lot 2 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 4. The easement at the northeast comer of Block 3, Lot 1 must provide enough room to excavate the pipe for maintenance at a 1:1.5 slope. 5. The plat document must be amended to include Outlot B, which is shown in the plans. 6. The survey of the existing property shows contour lines in the Cimmaron development north of Lake St. Joe's Cove, but it must also show all existing buildings and driveways 100' beyond the property boundary. 7. The grading plans must show the benchmark elevation used for the survey. gAeng\pmjects\ko\lake st. joes cove\130809_sbbmemo.dm Bob Generous Camden Ridge June 12, 2013 1.�- 0 7 Page ! -$j'ry J Lv1� 0. �.h VNhM 0, M 2 nN' 8. In the relatively flat areas, such as the swale that directs water to Catch Basin 6, the grading plan must show spot elevations and flow arrows to indicate fthe direction of the > yvasV. S� � . JPS ` /17w t% o�c, d� o.,� lc,z<64 rl, ,57 � , �Ie� f� •ti��e t 3 5� �P 9. L1�7usiVroperty owner at 7040 Mill Creek Lane must agree to any work being done on his or her land. The proposed grading on this property must also be included in the grading plan. 10. The slopes must be less than 3:1. The developer's engineer must revise the grading on Outlot A and Block 3 to meet this standard. 11. The contours show water flowing to the northeast corner of Block 1, Lot 1. The developer's engineer must revise the grading or mark the elevation at the building comer to direct water flow away from the structure. 12. The driveways grades on Block 1, Lot 2 and Block 3, Lot 3 must be revised so that the grade does not exceed 10% at any point on the driveway. 13. An escrow totaling $XXX,XXX.XX (110% of the estimated erosion control for this development) is required before site grading begins. 14. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned concrete is allowed), masonry, railroad ties or timber. 15. Walls taller than 6 feet shall not be constructed with boulder rock. 16. The grading behind the retaining wall must be modified so that water will not drain down the face of the wall. 17. A Homeowners Association shall be created to take ownership of the retaining wall. 18. The plans must annotate the width of the roadway, sidewalks, and the right-of-way. 19. The plans must show the station where the new construction ties -in to the existing road as well as the limits of construction. 20. The plans must include erosion control measures to the limits of construction. 21. The developer's engineer must revise the grades of the driveway at Block 1, Lot 2 and Block 3, Lot 3 to be between 0.5 and 10.0% at any point on the driveway. 22. The driveway on Block 3, Lot 4 must be moved out of the 10' side yard setback. 23. In the submitted plans, the pipe length in the profile view does not match the length of pipe in the plan view. This must be revised so the plans are consistent. 24. The watermain will connect the stubs at Kings Road and Mill Creek Lane to create a loop. 25. Hydrants must be installed every 400'. g:\eng\pmjects\ko\lake st. jods cove\130809_sbbmemo.doc Bob Generous Camden Ridge June 12, 2013 Page 5 26. At the time of the final plat, the assessment for Minnewashta Parkway improvements plus the additional accrued interest must be paid or reassessed. 27. Water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. gAwg\pmjwts\ko\lake st.joes cove\130809 sbbmemo.dm MEMORANDUM TO: Bob Generous, Senior Planner FROM: Terry Jeffery, Water Resources Coordinator DATE: Aug 9, 2013 RE: Lake St. Joe's Cove - Request for subdivision review Planning Case: 2013-18 I have reviewed the request submittal provided by STS Property, LLC dated received July 19, 2013. The materials included an application, the Stormwater Management Report dated July 18, 2013, an ALTA Survey, a preliminary plat exhibit and an eight page plan set dated May 5, 2013. Based upon my review of these materials I offer the following comments and conditions. WETLAND PROTECTION The area was previously delineated and conditions have not substantially changed. The developer, the consulting engineer and city staff met and concluded that the applicant could re -delineate the wetland boundary or assume an elevation of 948 feet and base wetland buffer and setback requirements from this elevation. The wetland is classified as Manage 1 in the City's Wetland Protection Plan. The plan set provided by the applicant currently shows the wetland in the southeasterly comer of the property but does not show the wetland in the southwesterly comer of the property. The applicant must show the wetland boundary, the twenty-five (25) foot buffer and the thirty (30) foot primary structure setback from the buffer. The wetland and buffer area must be contained within a drainage and utility easement and appropriate sign locations must be shown on the plan set and installed prior to any earth disturbing activities. The applicant may, at their discretion, opt to have a new wetland delineation performed and apply for a wetland boundary determination. Any approvals would be contingent upon acceptance of this delineation and would be required to follow the appropriate notifications as required by Minnesota Rules, Chapter 8420. Grading will occur within the buffer area within lot 4, block 3 and within Oudot B. The applicant must demonstrate how these areas will be restored to a naturally vegetated state as described in Section 20411 of Chanhassen City Code. SHORELAND MANAGEMENT DISTRICT The entire site lies within the Shoreland Management District for Lake St. Joe which is classified as a Natural Environment Lake by the MN Department of Natural Resources. Minimum design standards for lots within this management district call for 15,000 square feet in area and a width of 90 feet. The proposed lots meet these requirements. In addition, no lot may exceed 25% impervious surface coverage. Based upon the minimum lot size and the typical home footprint, all lots are compliant with this requirement. G:\ENG\PROTECTS\K-0\lake St. Joe's Cove\Memo_WRC 080913.docx GRADING Drainage The stormwater management report considered the subject property and the developed area to the north which is currently directed to the stormwater pond on the site. Two distinct watersheds occur on the property under existing conditions. The majority of the site (6.72 acres) is directed to the existing pond where it is treated prior to discharging into the lacustrine wetland which adjoins Lake St. Joe. The remaining 3.41 acres sheet flows to the wetland directly. With the exception of a very small portion, this area is currently covered by grasses and trees with approximately 1600 square feet of impervious surface. Under developed conditions, the area will still have two distinct watersheds but all but 0.9 acres will be directed to the storm water pond. The subject property will have 1.25 acres of impervious surface after development or about 31%. To accommodate these changes in site condition the applicant is proposing to increase the pond volume and add an infiltration bench. According to the modeling provided, this will meet the required water quality treatment and will meet the volume reduction as required under the new NPDES construction permit. The storm sewer design will also result in a decrease in rates for the 2, 10 and 100 year return interval storm events as is required by code. Block I will have drainage will accept runoff from the developed are to the north as well as have backyard drainage. The applicant is proposing to pick up this drainage through a catch basin manhole on the property line between lots 1 and 2. Staff is recommending that a draintile be extended from this structure north and east across the back of lot 2 to improve the drainage. Staff also recommends that the hydraulic gradient of the pipe from CBMH 1 to the existing manhole would be improved by lower the downstream invert so that the percent slope is greater than the upstream pipe run. Erosion Prevention and Sediment Control Site disturbance will exceed the one (1) acre threshold necessitating a National Pollution Discharge Elimination System Construction (NPDES) Permit. The applicant will need to procure a permit from the Minnesota Pollution Control Agency and provide evidence to the city that this condition has been met. As part of the NPDES permit, a Storm Water Pollution Prevention Plan (SWPPP) is required. Many of the required element of the SWPPP are included with the submittal by the SWPPP must be a standalone document that can be kept on-site throughout construction. The SWPPP will need to include the elements listed in Part III of the NPDES permit which went into effect on August 1 of this year. The SWPPP will need to be provided to the City for review and approval prior to commencement of any earth disturbing activities. The sheets entitled erosion control plan and detail sheets include the former city detail for silt fence. Staff will provide the most up to date detail plates and these must be incorporated into the plan set. The SWPPP must include how final stabilization will occur in the disturbed areas. UTILITIES Surface water management connection fees are assessed against all subdivided properties. These fees are used to maintain current infrastructure and to program for future improvements to surface water features. Fees are based upon proposed land use type as a surrogate for impervious surface and are collected for water quantity and water quality based upon developable land. The following tables show how the surface water management fees were calculated for this development. G:\ENG\PROJECTS\K-0\lake St. Joe's Cove\Memo_WRC_080913.docx Gross Area 4.04AC Outlo[A deduct -0.15 Ac Public R deduct -0.97 Ac Net Assessable Area 2.92 Ac Table 1. Net Assessable Area Rate = Acro Acres Total Water Quality 52,830.00 2.92 S8,263.60 Water Quaraity 54,050.00 2.92 $11,826.00 New Area Tributary to Pond Credit for treatment Provided Water uali 0.5 3.14 -54,443.10 SURFACE WATER MANGEMENT CONNECTION FEE $15.646.50 Table 2. SWMP Fee Calculation Surface Water Management Fees due with final plat are $15,646.50. CONDTfIONS OF APPROVAL I recommend approval with the following conditions. 1. Wetland must be shown at the 948 foot contour and the 25 -foot buffer and 30 foot setback must be shown accordingly. 2. All wetland and buffer area not within an outlot must be contained within a drainage and utility easement. 3. Wetland buffer signage must be shown on the plan and installed concurrently with the erosion prevention and sediment control practices. 4. The applicant must apply for and receive a General Permit to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination Sytem/State Disposal System 5. The applicant must provide a standalone Storm Water Pollution Prevention Plan (SWPPP) containing the required elements as detailed in the above permit to the city prior to any earth disturbing activities. 6. A dewatering plan must be provided to the city and at least 48 -hours notice given prior to drawing down the existing pond for the purpose of installing the infiltration bench. This dewatering plan shall be incorporated into the SWPPP. 7. The details must be changed to reflect the most up-to-date city standard details. 8. The invert elevation at the downstream end of the storm sewer pipe from CBMH 1 to the existing manhole shall be lowered to an elevation that allows for a greater slope than the immediately upstream pipe run. 9. The applicant's engineer shall move the filtration bench to the west side of the pond outlet for improved maintenance access. If this is not practicable from an engineering perspective, supporting documentation must be provided to and agreed upon by the city. 10. A twenty (20) foot wide maintenance access which allows cross slope meandering shall be shown on the plan and provided for during construction. 11. SWMP Fees totaling $15,646.50 shall be provided to the City with final plat. This concludes my review. I may be reached at extension 1168 should you have any questions. G:\ENG\PROJECTS\K-O\Lake St. Joe's Cove\Memo_WRC_080913.dou DESIGNER TDW DRAWN BY TDW CHECKED BY TDW DATE 05/10/13 REMOVE TEMPOR C -D -S 4 ( C M M 0)m CD LL L1_ 1 (n ST i C 0 N 00 r n ST#5 OOD 00 r0 CO e 0 ST#6 ICU 972.0 J I n 976 GF 978. 78.9 LO I n 978.n v W j 12 H#2 3 1 0 NOT IN qw -0b IdIONI Mv. FA ♦♦♦♦ align1, .�♦♦♦♦♦♦♦♦♦♦♦♦ ME IF, �JIIIIIIIIIIIII • NO. 0 I DATE I REVRAUNS 1 1 TDW 08/07/2013 00 2 Cn 0-)i >O> (EX CANOPY/TOTAL UPLAND AREA) Redmond Linden Ti1ia americana 'Redmond 5 2.5"BB Straight single leader H#2 3 1 0 NOT IN qw -0b IdIONI Mv. FA ♦♦♦♦ align1, .�♦♦♦♦♦♦♦♦♦♦♦♦ ME IF, �JIIIIIIIIIIIII • NO. I BY I DATE I REVRAUNS 1 1 TDW 08/07/2013 REV'D TREE COUNT PER CITY COMMENTS 2 1 TDW 08/08/2013 REV'D TREE COUNT PER CITY COMMENTS (D Ewsting Saved Tree USE pNCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC'sEXPRESS WRITTEN AUTHORIZATION. USE Ihereby oertifythat this pla norreport wasPrepared by WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL me or under my direct and that I am a duty registered THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL Landscape Architect laws of the State of Minnesota. RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES Signed THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. Date: '1'-`3 Registration #: TREE REPLACEMENT REQUIREMENT EX CANOPY COVERAGE 100581 SF TOTAL UPLAND AREA 204811 SF BASE LINE CANOPY COVERAGE 49.11% LOW DENSITY RESIDENTIAL 35% (EX CANOPY/TOTAL UPLAND AREA) Redmond Linden Ti1ia americana 'Redmond 5 2.5"BB Straight single leader REQUIRED CANOPY (35°% OF TOTAL UPLAND COVERAGE 71683.85 SF EX CANOPY REMOVED 85739 SF REMAINING CANOPY 14842 SF CANOPYNEEDED 56841.85 SF HL Honey Locust Gledstia tricanthos inermis 'Skycole' REQUIRED COVERAGE X1.2 68210.22 SF TREE REQUIREMENT 63 OstI wromana 1 TREE PER 1,089 SF 2.0" BB Straight single leader °t1 TREE PER LOT REQUIREMENT IS INCLUDED IN THE REPLACMENT TOTAL PLANTING LEGEND D&U EASEMENT OVER ALL OUTLOT B KEY COMMON NAME BOTANICAL NAME QTY SIZE NOTES TREES AL Redmond Linden Ti1ia americana 'Redmond 5 2.5"BB Straight single leader BO Bur Oak Quercus macrocarpa 3 2.5"13113 Straight single leader HA Hackberry Cettis occidentalis 9 2.5"BB Straight single leader HL Honey Locust Gledstia tricanthos inermis 'Skycole' 3 2.5"BB Straight single leader IW Ironwood OstI wromana 5 2.0" BB Straight single leader RM Red Maple Acerruburm 8 2.5"BB Straight single leader RO Red Oak Quercus rubrum 6 2.5"BB Straight single leader SM Sugar Maple Acer saccharum 7 2.5"11313 Straight single leader Evergreen Trees BF Balsm Fir Abies balsamea 8 T BB BH Black Hills Spruce Picea glauca densata 6 T BB NP Norway Pine Pinus resinosa 3 T BB Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska MN 55318 (952) 361-0644 CITY PROJECT NO. CHANHASSEN, MINNESOTA Total 63 NORTH 30 15 0 15 30 60 SCALE IN FEET PLANTING PLAN LAKE ST. JOE'S COVE FILE NO. LP1 w W m z z 0 z a W z z U W CL NW CORNER OF LOT Z }- SEC.7, TWP.116, RGE.23 \ jg1H #1A 00 00 ch <] 0N 0n ' � 33 ri K sssu x 955M /-\ A It t—\ F— n AIN IN I F -I A/ A —I IT A r\`% \/i IVI 11 v114 - Vv FI I r-\ S ROPO D S K ' IX ID NORTH LINE OF GOVERNMENT LOT 2Dip — u" DIP MH #1 It Invt V/2 L1nnn r\II I \LJntJ A �r / I h A A A I A [> n N I v I IVI IVI I \ \J _1 V 4 I / N89051'08"W (32 Rods) 528.00 3 n Fib , RLS 24764 B" SANSEWER STUB Y 969.14 ST -1 `11 2 060 V E" 28.2 c /rte � J c /1 \ A 961.90 (-1J / ST -4 �Jv 24.3 N 24.4 r �y ri n n * o N 24.4 '- 24.3 975.69 ST -3 LANDSCAPING MATE —s x n n✓ /I I/J r / 528.00 (32 Rods) N89051'08"W MH #6 MH �A / ,Y MH #5 o I � cl V AI/V_RLS247 ENCHMARK - TNH 965.04 ti � m o -3 \ 5.6 OVERLAP 2 \\ 90o I \ a LEGEND CB C' \A\ GI — )— A 33 �I ►� WV Denotes Water Valve 0 C O Denotes 1/2" by 14" Iron Pipe Set and Marked — — � 9 l FWD RLS 2647 Denotes Telephone Pedastal 3:, IA -1 in OO V 0000 N CrO d O OM o J lO Ov Dentoes Found Cast - Iron - Monument O o ONN -0 w (. Z � INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. J � \ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47s�000 F Lr) O o K Ka 71-V Q BENCHMARK - TNH 973.99 O co a 0 coSTS �� T PROPERTY LLC FND 1/2- IRON MONI /16099.y _ _ (POINT OF COMMENCEMENT) uo LI.00 o r 0z j F U MAR970,M ZE R K E I�< pu URO lake 9r�c. %. S d V • 7.78957.29 05/02/13 �0 66;1 t C - 00 00 ch <] 0N 0n ' � 33 ri K sssu x 955M /-\ A It t—\ F— n AIN IN I F -I A/ A —I IT A r\`% \/i IVI 11 v114 - Vv FI I r-\ S ROPO D S K ' IX ID NORTH LINE OF GOVERNMENT LOT 2Dip — u" DIP MH #1 It Invt V/2 L1nnn r\II I \LJntJ A �r / I h A A A I A [> n N I v I IVI IVI I \ \J _1 V 4 I / N89051'08"W (32 Rods) 528.00 3 n Fib , RLS 24764 B" SANSEWER STUB Y 969.14 ST -1 `11 2 060 V E" 28.2 c /rte � J c /1 \ A 961.90 (-1J / ST -4 �Jv 24.3 N 24.4 r �y ri n n * o N 24.4 '- 24.3 975.69 ST -3 LANDSCAPING MATE —s x n n✓ /I I/J r / 528.00 (32 Rods) N89051'08"W MH #6 MH �A / ,Y MH #5 o I � cl V AI/V_RLS247 ENCHMARK - TNH 965.04 ti � m o -3 \ 5.6 OVERLAP 2 \\ 90o I \ a NORTH 50 25 0 25 50 100 SCALE IN FEET LEGEND CB Denotes Catch Basin \A\ GI — )— Denotes Underground Sanitary Sewer —))— Denotes Underground Storm Sewer ►� WV Denotes Water Valve 0 Denotes Found Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked — — ^I ITI /-\T 9 Denotes Utility Pole TB Denotes Telephone Pedastal TRAN 2 UU I L_L/ I n V EM Denotes Electric Meter O d • Denotes Found Monument - As Denoted QQ Dentoes Found Cast - Iron - Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked ONN -0 by License No. 26147 INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47s�000 CHANHASSEN , Lr) O o CHECKED BY DBP Q SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE OR O co a 0 coSTS �� MINNESOTA PROPERTY LLC O _ _ C USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES LOSSES RESULTING LI.00 o r r7 0 0 j DATE L40 CJ O lake 9r�c. %. Z 05/02/13 �0 J to H N G i T O 201 r r nl 1 Tamaracx r rr E t SV I r r r r r J r POND- rrr r rr• ,a x A W rrrr.�r r r \r 1-7 END '3A W n LFantli r Lutheran A E ChUKA Ant-,eft r r r r - c _ 1-6 - 6- 1 f r r r r A DRAINAGE EASEMENT OVER, ° r r r r UNDER, AND ACROSS ALL OF 96274 OUTLOT B $T-5 r r K1_5. �It,o r r - / Q2 / 90o II - 11.1 OVERLAP II� '1---z- . . . _ . . i8 . + FND LY RLS 24764 - FND 1/2" IRON MON. IN CONCRETE FND 1/2* IRON MON. RLS /6743 NORTH 50 25 0 25 50 100 SCALE IN FEET NOTES This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Stewart Title Guaranty Company Order Number 1040-1472, effective date April 8, 2013. Area Gross Area =The area = 174,240 sq.fL 4.00 acres Area of Overlap = = 2,7590 sq.ft. 0.06 acres A current wetland delineation has not been completed. Survey coordinate and bearing basis: Carver County The subject property appears to lie within Zone C, (Areas of minimal flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27005100056 , dated July 2nd, 1979 as acquired from the Federal Emergency Management Agency Web Site. No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. SITE ADDRESS None - Chanhassen, Minnesota DESCRIPTIONS OF SUBJECT PROPERTY The land referred to is Abstract Property situated in the County of Carver, State of Minnesota, and is described as follows: That part of Lot 2 of Section Seven (7), Township One Hundred Sixteen(116), Range Twenty Three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West line of said Lot Two (2), distance Twenty (20) rods from the Northwest comer of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, 32 rods; thence North at right angles, Twenty (20) Rods; thence west, at right angles, Thirty-two (32) rods to the place of beginning. This is to certify to STS Property, LLC and to Carver County Abstract & Title Co., Inc. that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS. The field work was completed in June 2013 Dated the 8th day of July, 2013. CITY OF RECEIVED SSEN Daniel L. Schmidt, Professional Land Surveyor JUL '19 2013 Minnesota License 26147 CHANHASSEN PLANNING DEPT LEGEND CB Denotes Catch Basin O STMH L '9»a Oaks Or 3�' — )— Denotes Underground Sanitary Sewer —))— Denotes Underground Storm Sewer ►� WV Denotes Water Valve 0 Denotes Found Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked — — by License No. 26147 9 Denotes Utility Pole TB Denotes Telephone Pedastal TRAN 2 ST -1 V EM Denotes Electric Meter � w6re cox �, Denotes Wetland Delineation/Flag Identifier • Denotes Found Monument - As Denoted QQ Dentoes Found Cast - Iron - Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 26147 INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47s�000 CHANHASSEN , nae o CHECKED BY DBP SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE OR s a 0 coSTS �� MINNESOTA PROPERTY LLC KiM W _ _ C USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES LOSSES RESULTING r j DATE N lake 9r�c. %. 05/02/13 G i T O r 1 Tamaracx y E t SV vy'z aR�yseRe *� M C ,a x A A '3A W n LFantli r Lutheran A E ChUKA Ant-,eft d tebuwhal, n'vd &vd - c _ NOTES This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Stewart Title Guaranty Company Order Number 1040-1472, effective date April 8, 2013. Area Gross Area =The area = 174,240 sq.fL 4.00 acres Area of Overlap = = 2,7590 sq.ft. 0.06 acres A current wetland delineation has not been completed. Survey coordinate and bearing basis: Carver County The subject property appears to lie within Zone C, (Areas of minimal flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27005100056 , dated July 2nd, 1979 as acquired from the Federal Emergency Management Agency Web Site. No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. SITE ADDRESS None - Chanhassen, Minnesota DESCRIPTIONS OF SUBJECT PROPERTY The land referred to is Abstract Property situated in the County of Carver, State of Minnesota, and is described as follows: That part of Lot 2 of Section Seven (7), Township One Hundred Sixteen(116), Range Twenty Three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West line of said Lot Two (2), distance Twenty (20) rods from the Northwest comer of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, 32 rods; thence North at right angles, Twenty (20) Rods; thence west, at right angles, Thirty-two (32) rods to the place of beginning. This is to certify to STS Property, LLC and to Carver County Abstract & Title Co., Inc. that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS. The field work was completed in June 2013 Dated the 8th day of July, 2013. CITY OF RECEIVED SSEN Daniel L. Schmidt, Professional Land Surveyor JUL '19 2013 Minnesota License 26147 CHANHASSEN PLANNING DEPT LEGEND CB Denotes Catch Basin O STMH Denotes Storm Manhole — )— Denotes Underground Sanitary Sewer —))— Denotes Underground Storm Sewer ►� WV Denotes Water Valve 0 Denotes Found Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked — — by License No. 26147 CQ Denotes Utility Pole TB Denotes Telephone Pedastal TRAN Denotes Transformer ST -1 Denotes Soil Test EM Denotes Electric Meter WET 1-7 Denotes Wetland Delineation/Flag Identifier • Denotes Found Monument - As Denoted QQ Dentoes Found Cast - Iron - Monument O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 26147 NOTES This survey does not purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. Stewart Title Guaranty Company Order Number 1040-1472, effective date April 8, 2013. Area Gross Area =The area = 174,240 sq.fL 4.00 acres Area of Overlap = = 2,7590 sq.ft. 0.06 acres A current wetland delineation has not been completed. Survey coordinate and bearing basis: Carver County The subject property appears to lie within Zone C, (Areas of minimal flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27005100056 , dated July 2nd, 1979 as acquired from the Federal Emergency Management Agency Web Site. No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. SITE ADDRESS None - Chanhassen, Minnesota DESCRIPTIONS OF SUBJECT PROPERTY The land referred to is Abstract Property situated in the County of Carver, State of Minnesota, and is described as follows: That part of Lot 2 of Section Seven (7), Township One Hundred Sixteen(116), Range Twenty Three (23), Fifth Principal Meridian, according to Government survey thereof, described as follows, to wit: Commencing at a point on the West line of said Lot Two (2), distance Twenty (20) rods from the Northwest comer of said Lot; thence South, along said West line, Twenty (20) rods; thence East at right angles, 32 rods; thence North at right angles, Twenty (20) Rods; thence west, at right angles, Thirty-two (32) rods to the place of beginning. This is to certify to STS Property, LLC and to Carver County Abstract & Title Co., Inc. that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS. The field work was completed in June 2013 Dated the 8th day of July, 2013. CITY OF RECEIVED SSEN Daniel L. Schmidt, Professional Land Surveyor JUL '19 2013 Minnesota License 26147 CHANHASSEN PLANNING DEPT FIELD CREW NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ��as s�RL� P TW.116 - RGE23 - SEC.07 ALTA/ACSM LAND TITLE SURVEY FILE NO. 87925 001 1 DLS 07-10-2013 ADDED LANDSCAPE MATERIAL CARVER COUNTY DRAWN BY — — — — SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT z� o SAT H RE-BERGQUIST, INC. BOOK XXX/PAGE XXX — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY u, m PREPARED FOR DBP — INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47s�000 CHANHASSEN , CHECKED BY DBP SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE OR a 0 coSTS �� MINNESOTA PROPERTY LLC _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES LOSSES RESULTING , DATE FROM ILLEGITMATE USE. 05/02/13 n � U Q 5 L I 1 ! !f aI a l b I ibi„! I ! 1 t I ^K + I��W�IIFS �1 min 'I :n a 1 ' �Bb �� 1111 G 4 it gY ' loll 1 � fl611G i il!� 6 $ q fill !a ' I:Illlla lit a �, 1 it gY 1 � fl611G i il!� 6 $ IG ! lit: ' 5 C d N;I (�1l V p/ iA. t X� 11, I i pi Hill I,, 1 til ull P, e�u'1'tIf Hl k yy1 ^ • � 8� , it 1 i A� c I � , 1� lli�!G9 n i Il,lh , IKhn 1��, 1 I. !. 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IFul y, WPI `�T�i� -4 :.:MA11 F 975.0 9' WO USE HNIXUNNG COPYING, DISTRIBUTION N OR CONJEYAYCE OF INFORMATION) OF THIS PRODUCT IS STRH RY PROHIBITED WITHOUT NOPBY 8 ASSOCIATES LANDSCAPE ARCHITECTS, INC.Y E RESS WMTENNRNO Tim u5E WITHOUT SAID OLTHORVAiION CONSTITITES AN ILLEGITIMATE USE AND 51 WL THEREBY INDEMNIFY NOBBY & ASSOCIATES IOfASCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSGPE IRCNRECTS. INC RESERVES THE RIGHT TO HOLO ANYILLEGRIMATE USER OR PARTY LEWLLY RESPONLBIf FOR DAMAGES OR LOSSES RESULTING FROM ft EGITMATE USE, GF GF 978.0 N O swsW sw JTm ..I ryEE KR IDTRFWMfACM6 w000E0W 11FREF4QENI CITY PROJECT N0. NOTby & ASSOC18tes CHANHASSEN, Landscape Architects, Inc. MINNESOTA 100&IL9®ESNeN Ch."MN 55318 m2)361 -0&M tft TREE REP MIENT WICI MEMENT TOTALUMANDARIA LM811 SF IMMUNEGHOPYCOVEMGE IOWOENSMIUSIMNTIAL 35% fF. GNOIR//Otu upPHOM MWI UEDGHOFY DSi CFipfYUMFD IDIERR4E 7181.6 SF E%CANOPYREM VED 85TW SF REMAININGCAHOPY SLM7 SF GNOWNEEOEO 56&115 SF REgUIREDCOVEAAGE%13 61210.1 SF IAEE REgIRREAEHT 63 I IRff RR tDb SF 3 1 D&U EASEMENT OVER ALL OUTLOT B ANN 30 15 0 15 ]D JJGO �mNEm■ SCALE IN FEET FILE NO. PLANTING PLAN LAKE ST. JOE'S COVE LP1 Generous, Bob From: Littfin, Mark Sent: Wednesday, July 31, 2013 2:16 PM To: Generous, Bob Subject: Planning case 2013-18, PID 25-0070400 Lake St. Joe's Curve. Kortgard property Bob, I have reviewed the above project and have the following comments/requirements. 1. Proposed fire hydrant (s) location is acceptable. 2. No burning permits will be issued for tree/brush removal. They must be chipped or hauled away. I Prior to new home combustible construction fire hydrants must be made serviceable. 4. Prior to new home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. A three foot clear space must be maintained around fire hydrant(s). 9tarkGiq n Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1190 / 5 1� Hydraflow Storm Sewers Extension for AutoCADO Civil 3D0 2013 Plan 5 Project File: St Joe Cove StormDG75RADv2.stm FI 4 Number of lines 8 F1 Date: 7/19/2013 CITY OF CHANHASSEN RECEIVED JUL 19 2013 CHANHASSEN PUNNING DEPT storm $Covers vio W SCANNED Structure Report Page 7 Struct Structure ID Junction Rim Structure Line Out Line In No. Type Elev Shape Length Width Size Shape Invert Size Shape Invert (ft) (ft) (ft) (in) (ft) (in) (ft) 1 EX Manhole 965.40 Cir 4.00 4.00 24 Cir 950.70 15 Cir 958.79 2 1 Combination 976.60 Cir 4.00 4.00 15 Cir 959.40 15 Cir 959.40 3 2 Combination 975.67 Cir 4.00 4.00 15 Cir 960.00 15 Cir 960.00 12 Cir 971.19 4 3 Combination 968.70 Cir 4.00 4.00 15 Cir 960.90 15 Cir 960.90 12 Cir 961.90 5 4 Combination 965.60 Cir 4.00 4.00 15 Cir 961.40 12 Cir 961.40 6 5 Combination 965.60 Cir 4.00 4.00 12 Cir 961.60 7 6 Combination 967.00 Cir 4.00 4.00 12 Cir 963.00 8 7 Combination 975.67 Cir 4.00 4.00 12 Cir 971.67 Project File: St Joe Cove StormDG75RADv2.stm Number of Structures: 8 Run Date: 7/19/2013 Strom Se rs 0000 Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) M (ft) (ft) (ft) (ft) No. 1 FES -EX 4.79 24 Cir 35.241 950.00 950.70 1.986 950.85 951.47 n/a 951.65] End Manhole 2 EX -1 4.79 15 Cir 98.763 958.79 959.40 0.618 959.76 960.37 0.17 960.54 1 Combination 3 1-2 4.38 15 Cir 89.677 959.40 960.00 0.669 960.54 960.88 0.53 961.41 2 Combination 4 2-3 3.68 15 Cir 171.253 960.00 960.90 0.526 961.41 961.92 0.27 962.20 3 Combination 5 3-4 1.78 15 Cir 121.644 960.90 961.40 0.411 962.20 962.28 0.09 962.37 4 Combination 6 4-5 1.19 12 Cir 28.601 961.40 961.60 0.699 962.37 962.06 0.18 962.06 5 Combination 7 3-6 1.36 12 Cir 126.819 961.90 963.00 0.867 962.35 963.49 0.19 963.49 4 Combination 8 2-7 0.40 12 Cir 29.068 971.19 971.67 1.651 971.39 971.93 n/a 971.93 3 Combination Project File: St Joe Cove StormDG75RADv2.stm Number of lines: 8 Run Date: 7/19/2013 NOTES: Return period= 10 Yrs. ; j - Line contains hyd. jump. st« s�vi000 Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev Grind I Rim Elev, Line ID coeff (1) now full Line To Line Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up (ft) FO.00 (ee) (C) (min) (min) (inthr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 1 End 35.241 2.85 0.40 0.00 1.14 15.0 18.5 4.2 4.79 31.88 4.03 24 1.99 950.00 950.70 950.85 951.47 950.50 965.40 FES -EX 2 1 98.763 0.24 2.85 0.40 0.10 1.14 15.0 18.1 4.2 4.79 5.08 4.70 15 0.62 958.79 959.40 959.76 960.37 965.40 976.60 EX -1 3 2 89.677 0.18 2.61 0.40 0.07 1.04 15.0 17.7 4.2 4.38 5.28 4.25 15 0.67 959.40 960.00 960.54 960.88 976.60 975.67 1-2 4 3 171.253 0.32 2.19 0.40 0.13 0.88 15.0 16.7 4.2 3.68 4.68 3.21 15 0.53 960.00 960.90 961.41 961.92 975.67 968.70 2-3 5 4 121.644 0.35 1.06 0.40 0.14 0.42 15.0 15.3 4.2 1.78 4.14 1.69 15 0.41 960.90 961.40 96220 962.28 968.70 965.60 3-4 6 5 28.601 0.71 0.71 0.40 0.28 0.28 15.0 15.0 4.2 1.19 2.98 2.46 12 0.70 961.40 961.60 962.37 962.06 965.60 965.60 4-5 7 4 126.819 0.81 0.81 0.40 0.32 0.32 15.0 15.0 4.2 1.36 3.32 3.77 12 0.87 961.90 963.00 962.35 963.49 968.70 967.00 3-6 8 3 29.068 0.24 0.24 0.40 0.10 0.10 15.0 15.0 4.2 0.40 4.58 3.02 12 1.65 971.19 971.67 971.39 971.93 975.67 975.67 2-7 Project File: St Joe Cove StormDG75RADv2.stm Number of lines. 8 Run Date: 7/19/2013 NOTES:Intensity = 4.20 / (Inlet time + 0.10) A 0.00; Return period =Yrs. 10 c = cir e = ellip b = box storm s� vi000 Hydraulic Grade Line Computations Page 1 Line Size p Downstream Len Upstream Check JL Minor coeff loss Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss (in) (cfs) (ft) (ft) (ft) (soft) (fus) (ft) (ft) M (ft) (ft) Ift) (ft) (sgft) (ft/s) (ft) (ft) M M (ft) (K) (ft) 1 24 4.79 950.00 950.85 0.85 1.11 3.76 0.29 951.14 0.000 35.241 950.70 951.47] 0.77" 1.11 4.30 0.29 951.76 0.000 0.000 n/a 0.64 n/a 2 15 4.79 958.79 959.76 0.97' 1.02 4.70 0.34 960.10 0.618 98.763 959.40 960.37 0.97 1.02 4.71 0.34 960.71 0.618 0.618 0.610 0.50 0.17 3 15 4.38 959.40 960.54 1.14 1.17 3.74 0.22 960.76 0.403 89.677 960.00 960.88 0.88 0.92 4.77 0.35 961.23 0.655 0.529 0.474 1.50 0.53 4 15 3.68 960.00 961.41 1.25 1.23 3.00 0.14 961.55 0.325 171.253 960.90 961.92 1.02 1.07 3.43 0.18 962.10 0.327 0.326 0.558 1.50 0.27 5 15 1.78 960.90 962.20 1.25 1.23 1.45 0.03 962.23 0.076 121.644 961.40 962.28 0.88 0.92 1.93 0.06 962.34 0.107 0.091 0.111 1.50 0.09 6 12 1.19 961.40 962.37 0.97 0.35 1.53 0.18 962.55 0.000 28.601 961.60 962.06 0.46" 0.35 3.38 0.18 962.24 0.000 0.000 n/a 1.00 0.18 7 12 1.36 961.90 962.35 0.45' 0.34 4.01 0.19 962.54 0.000 126.819 963.00 963.49 0.49" 0.39 3.53 0.19 963.69 0.000 0.000 n/a 1.00 0.19 8 12 0.40 971.19 971.39 0.20' 0.11 3.59 0.09 971.48 0.000 29.068 971.67 971.93 0.26" 0.16 2.45 0.09 972.03 0.000 0.000 n/a 1.00 n/a Project File: St Joe Cove StormDG75RADv2.stm Number of lines: 8 Run Date: 7/19/2013 Notes: ' Normal depth assumed.; " Critical depth.; j -Line contains hyd. jump. c = cir e = el lip b = box stoR sewers 0 0 re MyReport Page 1 Line Area Area Byp Coeff Coeff Coeff Capac Crit Cross Cross Curb DeFl Depth Depth DnStm Drng Easting EGL EGL Energy No. Dn Up Ln No C1 C2 C3 Full Depth SI, Sw SI, Six Len Ang Dn Up Ln No Area X Dn Up Loss (Sgft) (sgft) (C) (C) (C) (cfs) (ft) (}flit) (ft/ft) (ft) (Deg) (ft) (ft) (ac) (ft) (ff) (ft) (ft) 1 1.11 1.11 n/a 0.20 0.50 0.90 31.88 077 .... .. .... -151.390 0.85 0.77" Outfall 0.00 536607.75 951.14 951.76 0.000 2 1.02 1.02 1 0.20 0.50 0.90 5.08 0.89 0.050 0.020 1.00 -35.735 0.97 0.97 1 0.24 536509.75 960.10 960.71 0.610 3 1.17 0.92 2 0.20 0.50 0.90 5.28 0.85 0.050 0.020 1.00 -9.479 1.14 0.88 2 0.18 536423.81 960.76 961.23 0.474 4 1.23 1.07 3 0.20 0.50 0.90 4.68 0.77 0.050 0.020 1.00 16.912 1.25 1.02 3 0.32 536252.56 961.55 962.10 0.558 5 1.23 0.92 Sag 0.20 0.50 0.90 4.14 0.53 0.050 0.020 0.00 7.339 1.25 0.88 4 0.35 536132.00 962.23 962.34 0.111 6 0.35 0.35 Sag 0.20 0.50 0.90 2.98 0.46 0.050 0.020 0.00 110.234 0.97 0.46" 5 0.71 536145.37 962.55 962.24 0.000 7 0.34 0.39 Sag 0.20 0.50 0.90 3.32 0.49 0.050 0.020 0.00 95.689 0.45 0.49" 4 0.81 536265.81 962.54 963.69 0.000 8 0.11 0.16 3 0.20 0.50 0.90 4.58 0.26 0.050 0.020 1.00 103.152 0.20 0.26" 3 0.24 536422.06 971.48 972.03 0.000 Project File. St Joe Cove StormDG75RADv2.stm Number of lines. 8 Date: 7119/2013 NOTES: " Critical depth Storm sewers MyReport Page 2 Flow Sf Sf Grate Grate Grate GndlRim Gnd/Rim Gutter Gutter Gutter Gutter HGL HGL HGL HGL HGL Incr Incr Inlet Inlet Rate Ave Dn Area Len Width EI Dn EI Up Depth Slope Spread Width Dn Up Jnct Jmp Dn Jmp Up CxA O Depth Eff (cfs) (tuff) ([tiff) (sgft) (ff) (ft) (n) (ft) (ffl (ft/ft) (ft) (ftl (ft) (ft) (ft) (ff) (ft) (cts) (ff) ( i>) 4.79 0.000 0.000 .... 950.50 965.40 .... .... .... _.. 950.85 951.471 951.65 950.84 950.80 0.00 0.00 4.79 0.618 0.618 .... 1.00 2.00 965.40 976.60 0.13 0.010 3.71 2.00 959.76 960.37 960.54 .... .... 0.10 0.40 0.13 94 4.38 0.529 0.403 .... 1.00 2.00 976.60 975.67 0.13 0.010 3.46 2.00 960.54 960.88 961.41 .... .... 0.07 0.30 0.13 96 3.68 0.326 0.325 .... 1.00 2.00 975.67 968.70 0.15 0.010 4.31 2.00 961.41 961.92 962.20 .... .... 0.13 0.54 0.15 90 1.78 0.091 0.076 3.10 1.55 2.00 968.70 965.60 0.16 Sag 4.90 2.00 962.20 962.28 962.37 .... .... 0.14 0.59 0.16 100 1.19 0.000 0.000 3.10 1.55 2.00 965.60 965.60 0.22 Sag 8.15 2.00 962.37 962.06 962.06 .... .... 0.28 1.19 0.22 100 1.36 0.000 0.000 3.10 1.55 2.00 968.70 967.00 0.24 Sag 8.95 2.00 962.35 963.49 963.49 .... .... 0.32 1.36 0.24 100 0.40 0.000 0.000 .... 1.00 2.00 975.67 975.67 0.13 0.010 3.66 2.00 971.39 971.93 971.93 .... .... 0.10 0.40 0.13 96 Project File: St Joe Cove StormDG75RADv2.stm Number of lines. 8 Date: 7/19/2013 NOTES: "Critical depth Storm Sewers MyReport Page 3 Inlet ID Inlet Loc Inlet Spread (ft) Inlet Time (min) i Sys (irJhr) i Inlet (Inlhr) Invert Dn (ft) Invert Up (ft) Jump Loc (ft) Jump Len (ft) Vol Hd Jmp On (ft) Vet Hd Jmp Up (ft) J -Loss Coeff Junct Type Known Q (cfs) Cost RCP Cost CMP Cost PVC Line ID Line Length (ft) EX Sag .... 15.0 4.20 0.00 950.00 950.70 3.52 3.87 0.28 0.45 0.64 MH 0.00 2,044 1,839 1,737 FES -EX 35.241 1 On Grade 3.71 15.0 4.20 4.20 958.79 959.40 .... 0.00 0.00 0.50 Comb. 0.00 5,333 4,799 4,533 EX -1 98.763 2 On Grade 3.46 15.0 4.20 4.20 959.40 960.00 .... 0.00 0.00 1.50 Comb. 0.00 5,890 5,301 5,007 1-2 89.677 3 On Grade 4.31 15.0 4.20 4.20 960.00 960.90 .... .... 0.00 0.00 1.50 Comb. 0.00 8,995 8,096 7,646 2-3 171.253 4 Sag 4.90 15.0 4.20 4.20 960.90 961.40 .... .... 0.00 0.00 1.50 Comb. 0.00 4,675 4,208 3,974 3-4 121.644 5 Sag 8.15 15.0 4.20 4.20 961.40 961.60 .... .... 0.00 0.00 1.00 Comb. 0.00 955 860 812 4-5 28.601 6 Sag 8.95 15.0 4.20 4.20 961.90 963.00 .... 0.00 0.00 1.00 Comb. 0.00 4,075 3,668 3,464 3-6 126.819 7 On Grade 3.66 15.0 4.20 4.20 971.19 971.67 .... .... 0.00 0.00 1.00 Comb. 0.00 970 873 825 2-7 29.068 Project File: St Joe Cove StormDG75RADv2.stm Number of lines: 8 Date: 7/19/2013 NOTES: Intensity = 4.20 /(inlet time + 0.10) " 0.00 - Return period = 10 Yrs.; " Critical depth stone s.n MyReport Page 4 Line Size (in) Line Slope N Line Type Local Depr (in) n-val Gutter n-val Pipe Minor Loss (ft) Northing Y (tt) Pipe Travel (min) Q Byp (cfs) Q Capt (cfs) Q Carry (cfs) Line Rise (in) Runoff Coeff (C) Line Span (in) Area Al (ac) Area A2 (ac) Area A3 (ac) Tc (min) Throat Ht (in) Total Area (ac) Total CxA Total Runoff We) 24 1.99 Cir .... 0.013 n/a 186403.36 0.39 .... 24 0.40 24 0.00 0.00 0.00 18.5 .... 2.85 1.14 4.79 15 0.62 Cir 0.0 0.013 0.013 0.17 186391.11 0.42 0.02 0.39 0.01 15 0.40 15 0.00 0.00 0.00 18.1 4.0 2.85 1.14 4.79 15 0.67 Cir 0.0 0.013 0.013 0.53 186365.48 0.42 0.01 0.36 0.07 15 0.40 15 0.00 0.00 0.00 17.7 4.0 2.61 1.04 4.38 15 0.53 Cir 0.0 0.013 0.013 0.27 186366.41 0.95 0.05 0.49 0.00 15 0.40 15 0.00 0.00 0.00 16.7 4.0 2.19 0.88 3.68 15 0.41 Cir 0.0 .... 0.013 0.09 186382.59 1.40 0.00 0.59 0.00 15 0.40 15 0.00 0.00 0.00 15.3 4.0 1.06 0.42 1.78 12 0.70 Cir 0.0 .. 0.013 0.18 186407.88 0.31 0.00 1.19 0.00 12 0.40 12 0.00 0.00 0.00 15.0 4.0 0.71 0.28 1.19 12 0.87 Cir 0.0 .... 0.013 0.19 186492.53 1.22 0.00 1.36 0.00 12 0.40 12 0.00 0.00 0.00 15.0 4.0 0.81 0.32 1.36 12 1.65 Cir 0.0 0.013 0.013 n/a 186394.50 0.94 0.02 0.39 0.00 12 0.40 12 0.00 0.00 0.00 15.0 4.0 0.24 0.10 0.40 Project File: St Joe Cove StormDG75RADv2.stm Number of lines: 8 Date: 7/19/2013 NOTES: "Critical depth Storm sewers MyReport Page 5 Vel Vel Vel Vel Vel Cover Cover Storage Ave Dn Hd Dn Hd Up Up Dn Up (ft/s) (ft/s) (ft) (ft) (ft/5) (ft) (ft) (cft) 4.03 3.76 0.29 0.29 4.30 -1.50 12.70 42.02 4.70 4.70 0.34 0.34 4.71 5.36 15.95 100.51 4.25 3.74 0.22 0.35 4.77 15.95 14.42 94.62 3.21 3.00 0.14 0.18 3.43 1442 6.55 204.60 1.69 1.45 0.03 0.06 1.93 6.55 2.95 135.57 2.46 1.53 0.18 0.18 3.38 3.20 3.00 16.83 3.77 4.01 0.19 0.19 3.53 5.80 3.00 45.94 3.02 3.59 0.09 0.09 2.45 3.48 3.00 4.01 Project File: St Joe Cove StormDG75RADv2. stm Number of lines: 8 Date. 7/19/2013 NOTES: "Critical depth Storm Sewers Date: July 19, 2013 Job #: 87925-001 To: Bob Generous From: Dan Schmidt City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Phone 952-227-1100 Scjj,yY-%, eA+- I§� ScLA-hre- Com Regarding: Lake St. Joe's Cove 21 Herewith ❑ Fed Ex ❑ Under separate cover ❑ Courier (3 -hr) ❑ Mail x Hand delivery Item/rev date Quantity CITY OF CHANHASSEN SATHRE-BERGQUIST, INC. RECEIVED Description 1 Report W 1 150South Broadway Phone: (952) 476-6000 JUL 19 2013 Lake St. Joe's Cove - Construction Specs 5 Wayzata, MN 55391 Fax: ww.s 476-0104 www.Saihre.com Lake St Joe's Cove - Final Construction Plans 1 CHANHASSEN PLANNING DEPT Lake St. Joe's Cove - Final Construction Plans reductions 1 transmittal Lake St Joe's Cove - Final Construction Plans reductions Date: July 19, 2013 Job #: 87925-001 To: Bob Generous From: Dan Schmidt City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Phone 952-227-1100 Scjj,yY-%, eA+- I§� ScLA-hre- Com Regarding: Lake St. Joe's Cove 21 Herewith ❑ Fed Ex ❑ Under separate cover ❑ Courier (3 -hr) ❑ Mail x Hand delivery Item/rev date Quantity Format Description 1 Report Lake St. Joe's Cove - Storm Water Quality and Quantity Plan 1 Report Lake St. Joe's Cove - Construction Specs 5 22x34 Lake St Joe's Cove - Final Construction Plans 1 11x17 Lake St. Joe's Cove - Final Construction Plans reductions 1 8.5x11 Lake St Joe's Cove - Final Construction Plans reductions 5 22x34 I Lake St. Joe's Cove - Preliminary Plans 1 11x17 Lake St Joe's Cove - Preliminary Plans reductions 1 8.5x11 Lake St. Joe's Cove - Preliminary Plans reductions 1 Disc Lake St. Joe's Cove - Tffs Notes/Comments Please call with any questions. SCANNc1 Carver County, MN Uimairrer The map was aeatea uaay Cann c ya Geographic Map Scale N . ' In aM Eala han IMamagpn S/aMro (GIS), it b a ramal 1 inch 304 feet oa s various CilgCaunty, State, a map n rot a peEeral omces. ism V i = surveyM a kgatlY recnraea map aiM is interMea 10 De ossa m a WE reterenca. Carver County mm responsid for any Ina=ra mritanea heren. Map Date 7/24/2013 S Date: July 24, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 9.2013 By: Robert Generous, AlCP, Senior Planner 952-227-1131 bgenerousna,ci.chanhassen.mn.us Subject: LAKE ST. JOE'S COVE — Request for subdivision review of 4.04 acres on property zoned Single Family Residential (RSF) located east of city limits, and south of the Cimarron subdivision between Kings Road and Mill Creek Lane. Applicant: STS Property, LLC. Owner: Jerry & Kristin Kortgard. Planning Case: 2013-18 PID: 25-0070400 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on July 19, 2013. The 60 -day review period ends September 17, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 20, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 9, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Victoria — Holly Kreft SCANNED Carver County, MN Fill 9.. -Aur Property Information Parcel ID: 250070400 AS400 Acres: 4 Taxpayer Name: JERRY L & KRISTIN L �y; 4'a' •� 4 Homestead: N Taxpayer Address: 3901 GLENDALE DR ' School District: 0276 Taxpayer City St. Zip: EXCELSIOR, MN Ma Date 55331-9763 Watershed District: WS 062 MINNEHAHA P CREEK Property Address: Tax Exempt: N Property City: CHANHASSEN Platname: GIS Acres: 4.04 7w_ <. 1:•` - 4011 Fill 9.. -Aur Property Information Parcel ID: 250070400 AS400 Acres: 4 Taxpayer Name: JERRY L & KRISTIN L InfamaU Systems (GIS). it is a cpm,,adon of infemamn aM dale hom ous City.Couny, Stare. and Federal olkYs. This map a nota KORTGARD Homestead: N Taxpayer Address: 3901 GLENDALE DR School District: 0276 Taxpayer City St. Zip: EXCELSIOR, MN Ma Date 55331-9763 Watershed District: WS 062 MINNEHAHA P CREEK Property Address: Tax Exempt: N Property City: CHANHASSEN Platname: GIS Acres: 4.04 D:scia:mer Tis map was uaatea usvg caner cwnys Geograpnc Map Scale InfamaU Systems (GIS). it is a cpm,,adon of infemamn aM dale hom ous City.Couny, Stare. and Federal olkYs. This map a nota 1 inch = 304 feet suneyed a kgary receded map aiM w :nlenKd to a used as a efererce. Garret County s not respor stye for any mamxa laa Ma Date ,�onta: a Mxem P 7/24/2013 N W E S LAKE ST. JOE'S COVE - PLANNING CASE 2013-18 PLANNING CASE 2013-18 $705.00 Subdivision ($600 + 105) $250.00 Final Plat $200.00 Notification Sign $1,155.00 TOTAL $1,155.00 Less Check 5050 from Galpin Blvd. Partners, LLC $0.00 BALANCE REMAINING TO BE PAID SCANNED CITY OF P O BOX CHANHASSEN 147 EN MN 553 07/24/2013 1:42 PM Receipt No. 00225998 CLERK: ashleym PAYEE: PO Box Chanhassen MN Planning ------------------------------------------------------- Subdivision 705.00 Sign Permit 200.00 Final Plat 250.00 Total Cash Check Change 0.00 1,155.00 Item Non -Scannable Item C Folder Number Lake St. Joe's Cove CSS 1012025-0070400MMPreliminary &Final Plat Job Number 3 Y Box Number 0 0 5 f t v