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CAS-09_LOTUS WOODSCITY OF CI NNSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952,227.1100 Fax:952227.1110 Building Inspections Phone: 952.227.1180 Fax 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952227.1140 Fax: 952.227.1110 Park 1i Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning 6 Natural Resources Phone: 952227.1130 Fax 952.227.1110 Public Works 1591 Park Road Phone:952.227.1300 Fax: 952.227.1310 Senior Center Phone:952227.1125 Fax 952227.1110 Web Site wwxci.dranhassen.mn.us November 15, 2007 Mr. Paul Eidsness 4395 Trillium Lane West Minnetrista, MN 55364 Re: Lotus Woods — Planning Case 07-09 Dear Mr. Eidsness: This is an informational letter to inform you that I am in receipt of your letter dated November 8, 2007, waiving the 120-day city review deadline. Preliminary plats are valid for one year. The City Council approved the preliminary plat for Lotus Woods on June 11, 2007. The final plat must be filed for approval by the City Council prior to June 11, 2008. Also, development fees, payable at the time of final plat recording, will likely increase. If you have any questions, please contact me at 952-227-1134 or e-mail me at sab aff lP ci.chanhassen.mn. us. Sincerely, Sharmeen AI-Jaff Senior Planner c: Jon Lang, 640 Carver Beach Road, Chanhassen Constance Cerilla, 650 Carver Beach Road, Chanhassen Robert Amick, 561 Fox Hill Drive, Chanhassen g:\plan\2007 planning cases\07-09 lotus woods\informatlonel letter.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gloat place to live, work, and play. November 8, 2007 Ms. Sharmeen Al-Jaff CITY OF CHANHASSEN 7700 Market Boulevard Chanhassen MN 55317 RE: Lotus Woods Subdivision, Planning Case 07-09 We waive the 60-day and 120-day final plat approval periods, pending future rescheduling of the final plat approval process. Pa ess 4395 Trillium Ln W, Minnetrista, MN Constance Cervilla 650 Carver Beach Road, Chanhassen Jon Lang 640 Carver Beach Road, Chanhassen Robert Amick 581 Fox Hill Drive, Chanhassen October 22, 2007 The parties seeking the Chanhassen City Council's final plat approval for the,KS, 40e �ebpae� Lotus Woods Development, Planning Case #07-09, request that this iteny/be removed from the agenda for the October 22, 2007, Council meeting and rescheduled for the November 13, 2007, City Council meeting, and that the Council take no action to approve it at this time. 0-1- o9 City Council Meeting - October 22, 2007 -Park and Recreation Commission Verbatim & Summary Minutes dated September 25, 2007 b. TH 312 Project 03-09: Approve Signal Agreement Numbers Resolution #2007-60A: 87715M (Powers & Lyman Boulevards); Resolution #2007-60B: 87678M (TH 212 at Powers Boulevard, North and South Ramps); Resolution #2007-60C: 87679M (TH 101 at Lyman Boulevard). C. Lotus Woods Project: 1) Table Final Plat Approval with Variances. 2) Table Plans & Specifications and Development Contract. d. Satellite Fire Station, Project 03-09-13: Approve Expenditure of Funds. e. Future Well Improvements, Project Nos. 08-04 & 08-05: Approve Consultant Contract. f. Accept Donation from Community Bank Chanhassen for the Senior Center Holiday Party. g. Resolution #2007-61: Approve Certification of Delinquent Utility Accounts. h. Resolution #2007-62: Approve Certification of Water and Sewer Hook-up Charges to Hennepin County, Dell Road Medical Building. Lake Riley Woods, SWMP12-035A: Approve Quote for Rain Gardens. j. Accept Donation from Klein Bank Chanhassen for Senior Center 2008 Lifelong Learning Program. k. Approval of Elected Official's Travel. Resolution #2007-63: TH 212 Project: Approve Letter of Support to Secure Funding for Improvements. in. Resolution #2007-64: Approve Certification of Delinquent Code Enforcement Accounts. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE. Mayor Furlong: Good evening Sergeant. 2 S NNED MEMORANDUM TO: Todd Gerhardt, City Manager CITY OF FROM: Shar meen Al-Jaff, Senior Planner CgMSEN DATE: October 22, 2007 7700 Market Boulevard PO Box 147 SUBJ: Lotus Woods Final Plat Approval, Paul Eidsness Chanhassen, MN 55317 Planning Case #07-09 Administration Phone:952227.1100 PROPOSAL SUMMARY Fax: 952.227.1110 Building Inspections The developer is requesting final plat approval with variances to subdivide 7.6 acres Phone:952.227,1180 into 11 single-family lots and I outlot with a Variance to allow a 50-foot wide street right - Fax: 952.227.1190 of -way for Lotus Woods Subdivision. Engineering Phone:952.227.1160 ACTION REQUIRED Fax: 952.227.1170 Finance City Council approval requires a majority of City Council present. Phone: 952227.1140 Fax: 952.227.1110 BACKGROUND Park & Recreation Phone.952.227.1120 On June 11, 2007, the City Council adopted the following motion: Fax: 952.227.1110 Recreation Center "The City Council approves the preliminary plat for Planning Case 07-09 for Lotus 2310 Coulter Boulevard Woods Subdivision for I lots and I outlot with a variance to allow a 50-foot right- Phone: 952.227.1400 Fax:952.227.1404 of -way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions: Planning 6 Natural Resources Phone: 952.227.11227.1130 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 g Fax: 952.227.1110 wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in Public works 1591 Park Road accordance with the City's wetland ordinance. The applicant shall install Phone:952.227.1300 wetland buffer edge signs, under the direction of City staff, before construction Fax:952.227.1310 begins and shall pay the City $20 per sign. Principal structures shall maintain a Senior Center setback of at least 30 feet from the wetland buffer edge; accessory structures Phone:952.227,1125 shall maintain a setback of at least 15 feet from the wetland buffer edge. The Fax:952.227.1110 wetland buffer and wetland buffer setback shall be shown on the plans. Web Site w,vw.ci.chanhassen.mn.us This condition still applies. 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD " Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. This condition has been amended to read "The applicant shall revise the plans to address the conditions of Carver County Soil and dlc"Nalk The City of Chanhassen • A growing community with clean lakes, quality schools, a chaffing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 2 Water District as follows: The applicant shall note on the plan and/or in the contract that the contractor is responsible for the NPDES permit andwill need to have an individual qualified to complete weekly and after 1/2 inch rainfall event, inspection reports. A box will need to be placed on site for these specific documents. Also, a diversion will need to be installed to take storm water during construction to the sediment pond." 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. This condition still applies. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. This condition still applies. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. This condition still applies. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of SloW Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. This condition still applies. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. This condition still applies. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 3 This condition still applies. 9. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. This condition still applies. 10. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. This condition still applies. 11. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. This condition still applies. 12. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. This condition has been amended to read "The total SWAP fee, due payable to the City at the time of final plat recording, is $31,996.00. This fee was calculated assuming that the developer will install a storm water pond and an outlet structure allowing a credit of $2,500. Should expansion of the regional pond occur prior to construction of the proposed on -site pond, the fee will be increased to $34,4%." 13. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. This condition still applies. 14. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. This condition has been amended. A landscape plan was submitted and shows 72 trees to be planted on the lots with the species and sizes in accordance with city ordinances. Staff is concerned that some of the lots place an unreasonable obligation of tree planting upon lot owners. Lot 4 requires 18 trees to be planted. Lot 6 requires 13 trees. Lots 7 and 5 require 9 and 10 trees respectively. The amended condition will read "Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 4 shall be native species. Plan shall specify size, species, and locations. The applicant shall work with staff to re -distribute the quantity of trees on each lot or reduce the total number of trees to be planted by donating the value of the non -planted trees to the city tree planting fund." 15. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/1/2007 must be replaced at a rate of 2:1 diameter inches if removed. This condition still applies. 16. No grading shall be allowed on Outlot A. This condition still applies. 17. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 This condition still applies. 18. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. This condition still applies. 19. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. This condition still applies. 20. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 5 c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. This condition still applies. 21.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. This condition still applies. 22. Revise Sheet 2 of 12 to show "House Type C" on Lots 5 and 6, Block 1. This condition has been modified to read "Revise Sheet 2 of 16 to show "House Type C" on Lot 1, Block 1:' 23. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of lotus Woods Drive. This condition has been modified to read "The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Building permits will not be issued until the driveways west of Lotus Woods Drive are removed." 24. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. This condition has been partially met. The modified condition states "A rational method drainage map needs to be submitted along with revised calculations showing the two additional drainage structures." 25. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. This condition has been modified to read "The pond outlet needs to be revised. The City is working on a feasibility study for the expansion of the regional pond in Triple Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 6 Crown Estates. If the City determines that the regional pond can be altered to accommodate the runoff from the Lotus Woods Development, the storm sewer that discharges into the proposed pond in Lotus Woods should be revised to enter the regional pond. If the storm sewer is revised to drain into the regional pond, the pond in Lotus Woods development would be filled. Revise the storm sewer so that it can outlet to the ditch in Triple Crown Estates now, but can be re-routed to the pond in Triple Crown Estates if the feasibility study determines that the Triple Crown Estates Pond can be revised to have sufficient capacity. Revise drainage calculations if the outlet changes alter the calculations. 26. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. This condition still applies. 27. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. This condition still applies. 28. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. This condition still applies. 29. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. This condition still applies. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 7 30. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. This condition has been modified to read "Sewer and water services for Lots 7 and S were provided with Project 75-04. Revise plans to show connections to these services." 31. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. This condition still applies. 32. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. This condition still applies. 33. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. This condition still applies. 34. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. This condition has been modified to read "The site distance for turning onto Fox Hill Drive must be verified. A speed warning sign shall be installed by the developer on Fox Hill Drive based on the calculations of the sight distance by his engineer. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer." 35. Sheets 2 through 12 shall be revised to reflect the adjusted property lines. This condition has been met. All the lines have been adjusted on the final plat and construction plans. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 8 36. The applicant shall work with staff to realign the street connection to Fox Hill." This condition has been met. The applicant shifted the street connection 27 feet to the West." FINAL PLAT The applicant is proposing to subdivide a 7.6-acre site into 11 single-family lots and 1 outlot. The average lot size is 24,633 square feet with a resulting gross density of 1.4 units per acre and a net density of 1.6 units per acre. All of the proposed lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. There is one outlot shown on the plat. Outlot A contains a wetland and a parkland area. It will be dedicated to the City. Staff conducted a hard surface coverage analysis for each proposed lot. Current plans (Sheet 2 of 16) show "House Type A" on Lot 1, Block 1. Based on hard surface coverage analysis, the house type on Lot 1, Block 1, must be modified from "House Type A" to "House Type C". The site is heavily wooded. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak and ash. It is a healthy forest with little to no invasive species. It is due to this wooded nature that the Parks and Recreation Commission recommend that Outlot A be taken for public park purposes. Development of the overall site attempts to preserve groups of trees in rear and side yards where possible. We are recommending that the subdivision be approved with conditions outlined in the staff report. WETLANDS One Manage 1 wetland basin exists on site. Kjolhaug Environmental Services Company delineated the wetlands in September 2006. Wetland 1 is a Type 1 wetland located in the northwest portion of the site. The wetland is dominated by reed canary grass with green ash, American elm, beggar ticks and duckweed. No impact is proposed to this basin. It is proposed to be located entirely within Outlot A. Wetland setback requirements will be applied at the time that building permits are submitted. The building plans must meet these requirements. City ordinance requires a minimum 25-foot wetland buffer and a minimum 30-foot wetland buffer setback for principal structures (total setback of 55 feet). Accessory structures will be required to be set back a minimum of 15 feet from the wetland buffer edge. A wetland buffer 25 feet in width must be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas should be protected by silt fence during grading. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 9 The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. Principal structures must maintain a setback of at least 30 feet from the wetland buffer edge. Accessory structures must maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer setbacks are shown on the plans. LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lotus Lake and is therefore within the lake's shoreland district. Lotus Lake is classified as a recreational development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot size for riparian lots is 20,000 square feet and the minimum lot width is 90 feet. All structures (with the exception of one water -oriented accessory structure on each lot that complies with Subsection 20-481(e)(2) of Chanhassen City Code) must be set back a minimum of 75 feet from the OHW of the lake (896.3). All grading or vegetation removal is subject to Section 20-482 of the City Code. Any existing and proposed docks on the subject properties must meet the requirements of City Code Chapter 6, Article 2. SURFACE WATER MANAGEMENT Storm Water Pollution Prevention Plan (SWPPP) The SWPPP must be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. Erosion Control Stable emergency overflows are needed for the proposed pond on site. The emergency overflows should be clearly labeled on the plan and a detail must be provided. All riprap/fabric at the flared end section should be installed within 24 hours of flared end section installation. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond must be stable prior to receiving discharge from the site. Erosion control blanket should be installed on all slopes greater than or equal to 3:1. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 10 These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Sediment Control Manholes with two -foot sumps should be installed as the last road -accessible structures prior to discharge into the stormwater pond. This will help to prolong the maintenance interval of the proposed stormwater pond. Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence should be used around the remaining areas. A temporary sediment basin should be constructed prior to disturbing upslope areas. The areas of temporary sediment basins should be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) is needed for the pond. A detail should be provided. Inlet controls are needed for all inlets throughout the project and should be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/s-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls must be installed within 24 hours. Inlet protection must be maintained on a regular basis. For all inlet protection devices, details should be provided in the plan and in the SWPPP. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT FEE Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,900/acre. Based on the proposed developed area of approximately 6.9 acres, the water quality fees associated with this project are $13,108. The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $3,100 per developable acre. This results in a water quantity fee of approximately $21,388 for the proposed development. The applicant will be credited for water quality where NURP basins are provided to treat runoff from the site. This will be determined upon review of the ponding and storm sewer calculations. Credits may also be applied to the applicant's SWMP fees for oversizing in accordance with the SWMP or the provision of outlet structures. No credit will be given for temporary pond areas. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 11 At this time, the estimated total SWAP fee, due payable to the City at the time of final plat recording, is $31,996.00. OTHER AGENCIES The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. GRADING AND DRAINAGE The 7.97 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the East, Big Woods Subdivision to the south and Carver Beach Road to the west. There are three existing houses, four accessory structures, and three drives on the site. The existing houses will remain along with two accessory structures. The accessory structures near Lotus Woods Drive will need to be removed. A plan will be needed to allow the existing homeowners access to there properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. The high point of the site is near the center of the project and divides the site into four main pieces. Approximately 35% of the site drains towards Lotus Lake, 10% drains to catch basins on the east side of the Big Woods Development, 30% drains to the ditch in Triple Crown Estates, and 25% drains north on Carver Beach Road. The hydrologic calculations are complete. A copy of the rational method calculations has been provided for the sizing of the storm sewer, but a delineated map is needed to relate the calculations to the project. Current conditions do not permit the drainage from the Lotus Woods Development to enter the regional pond in Triple Crown Estates (west of Carver Beach Road) because the Triple Crown Estates pond is not sized for the additional stormwater. The developer has proposed an on -site pond that discharges to the roadside ditch along the west side of Carver Beach Road. This solution is acceptable, though not optimal. Over time, the City has become aware of issues with stormwater and erosion in this area, both within the stormwater pond and downstream (between the pond and Lotus Lake). In 2005-2006, erosion caused a blowout of the stretch of creek east of Carver Beach Road. This compromised the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve the stormwater system in this area, the City is proposing a stormwater improvement project in 2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been completed and the anticipated improvements are unknown at this time. It would be better if the proposed development could take advantage of the anticipated stormwater improvement project but it is unknown at this time if the city project will be able to accommodate the development drainage. Regional ponding is a preferable solution for stormwater issues because it improves sediment removal efficiencies and minimizes future maintenance needs. The use of a regional pond for treatment of stormwater for this development could also free up land and potentially improve the developer's ability to preserve trees and minimize retaining walls. The City and the Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 12 developer will need to work together when the results of the regional pond study become available to discuss the results and any potential changes to the plan. Grading for the project is proposed to be completed in steps. The developer is proposing to grade the road and the pond. This would require each individual home owner or builder to grade the lots. An advantage to this scenario is the possibility of saving trees. One of the short falls is that some lots depend on other lots to be graded for drainage purposes. Any lot that depends on the grading of another lot must be completed by the developer. If the developer grades the lots that depend on the other lots for drainage, then the individual lots can be constructed in any sequence. The grading plan will need to be revised. Lots 2 and 4, Block 1 elevations need to be revised to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are shown but it appears that Lots 6 and 8, Block 1 exceed the 10% maximum. The grading plan is hard to follow due to not having enough contour labels and because the tree layer overwhelms the drawing. The lowest openings of houses must be 3' above the H.W.L. or 1' above the emergency overflow. Private driveway grades shall not be less than 2% or exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off -site grading. Installation of the manhole on Lot 1 of Big Woods on Lotus Lake will need a temporary construction easement. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length Maximum Height (approximate) (approximate) Lot 7, Block 1 - This retaining wall has two tiers. 151 tier 160 feet 4 feet 2'd tier (Total elevation difference from top to bottom) = 10 feet (8 for wall and 2 feet of 120 feet 4 feet ground) Todd Gerhardt Lotus Woods Final Plat— Planning Case 07-09 October 22, 2007 Page 13 There is an existing retaining wall in the southwest corner of the site. This wall will be removed before the construction of the pond. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within the right of way shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total length of 450 LF. Due to the alignment of the watermain off of Fox Hill Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hill Drive must be wet - tapped. The Big Woods Boulevard connection must connect to the stub provided and take place under traffic. Sanitary sewer for Lots 1-4, Block 1 will extend off of Lotus Woods Drive. A sanitary stub was provided during the Big Woods Subdivision which should allow this connection to be completed under traffic. Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. Lot 5, Block 1 did not receive a service stub during the development of Big Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block 1 along Carver Beach Road appear to have service stubs provided by the regional sewer and water project in 1975. There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and easement is shown on the plans. The location of the watermain and the watermain easement will need to be determined. Lateral charges for sanitary sewer and water have been paid. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges will be waived. The assessments for the connections on Carver Beach Road have already been paid. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 14 regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. EASEMENTS There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary sewer is currently a 20' easement that needs to be revised to 30' to ensure the maintenance of this line. The actual location of the watermain and the watermain easement will need to be shown on the plans to see if sufficient easements cover the watermain. Each lot is shown with the required 10' front drainage and utility easement and 5' rear and side drainage and utility easement. The pond and wetland are also covered by a drainage and utility easement. Additional drainage and utility easements are covering the front of Lots 4-6, Block I for future maintenance of the proposed storm sewer. STREETS Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods Boulevard, and the proposed Lotus Woods Drive. The developer has provided plans showing the staff requested additional right of way of 30' along Carver Beach Road, 10' along Fox all Drive up to Lotus Woods Drive, and 5' along Fox Hill Drive from Lotus Woods Drive to Lotus Trail. The reason for changing the width to only 5' of additional right of way along Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet City Code. Lotus Woods Drive is proposed to be a 28' back-to-back road with a 50' right of way. The City agreed to the variance in 2006 when the Eidsness property was split. The proposed section of road matches the Big Woods Development and the surrounding area. Lotus Woods Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be verified. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. PARKS AND TRAILS The proposed plat combines four separate parcels of land currently best described as a woodlot allowing for the orderly subdivision of the entire parcel into I I single-family lots. Eight of the lots are located in Block 1 and will be marketed as new home sites. The remaining three lots, comprising Block 2, are homes to three of the four owners and are located on Lotus Lake. Outlot A has been set aside at the request of staff as a means of preserving a small, intact section of the woodlot. Park and Trail Comprehensive Plan Review Parks This property is located within the park service area of Carver Beach Playground and Carver Beach Park. Carver Beach Playground, located at 900 Carver Beach Road, is a two -acre site featuring a Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 15 ballfield, basketball court, and creative playground. Carver Beach Park, located at 6891 Lotus Trail, is a six -acre waterfront park featuring two public swimming beaches, a picnic area, nature trail and small playground. The nature trail follows the shoreline of Lotus Lake and is nearly one-half mile in length. Trails With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach neighborhood is void of trails and sidewalks. This condition is directly attributable to the age of the area and the narrow street grid and road right-of-ways. There is very limited, if not non-existent, right-of-way to construct sidewalks and/or trails in the area. Carver Beach Road serves as a main transportation corridor in the neighborhood for both vehicles and pedestrians. The one sidewalk mentioned is located on Carver Beach Road starting at Carver Beach Park and travels west to Powers Boulevard. In addition to this sidewalk, an important "trail connector" is located at the terminus of Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park and south to the downtown area. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 16 Outlot A The Park and Recreation Commission has the choice of recommending the City Council accept cash park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash park fees required of this application as submitted are $63,800 or $5,800 per lot. Staff recommended the Commission seek land dedication in lieu of cash park fees as a means of preserving some of the woodlot character that currently exists on this site. The location of this outlot at the intersection of Carver Beach Road and Fox Hill Drive will serve as a landmark for the new residents. In addition, the larger neighborhood and community will view this dedication as a worthy investment in preserving the unique character or Carver Beach. Staffs request of the applicant was to maximize the size of the undisturbed area of tree preservation on the corner. The maximum dedication of land allowed by ordinance is one acre for every 75 people. For 11 single-family lots with 3.5 persons per home, 22,361 square feet (0.51 acres) of park dedication is required. A previous layout of Outlot A contained less upland area than required by ordinance. As drawn, Outlot A currently contains 37,530 square feet with 8,050 of that being wetland. Wetlands are not accepted as parkland dedication. The wetland also has a buffer that does not count towards the total area of park dedication. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Lotus Woods development are as follows: Total upland area (excluding wetlands/parkland) 6.7 ac or 293,526 SF Total canopy area (excluding wetlands/parkland) 5.4 ac or 234,634 SF Baseline canopy coverage 80% Minimum canopy coverage allowed 55% or 161,439 ac. Proposed tree preservation 32% or 95,368 ac. The developer does not meet minimum canopy coverage allowed; therefore, the difference is multiplied by 1.2 to calculate the required replacement plantings. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 17 Difference in canopy coverage 66,071 SF Multiplier 1.2 Total replacement 79,285 SF Total number of trees to be planted 72 trees A replacement planting plan must be submitted to the City for approval. Included in the plan shall be location, species and size of replacements. All replacements must meet minimum size requirements. A landscape plan was submitted and shows 72 trees to be planted on the lots with the species and sizes in accordance with city ordinances. Staff is concerned that some of the lots place an unreasonable obligation of tree planting upon lot owners. Lot 4 requires 18 trees to be planted. Lot 6 requires 13 trees. Lots 7 and 5 require 9 and 10 trees respectively. Staff recommends that the applicant re -distribute the quantity of trees on each lot or reduce the total number of trees to be planted by donating the value of the non -planted trees to the city tree planting fund. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak, ash and hickory. It is a healthy forest with little to no invasive species. Development of the area should pay special attention to preserving large groups of trees in rear and side yards where possible. This has been done on Lots 2, 3 and 8. Of those trees shown as preserved on the lots, any removed must be replaced at a rate of 2:1 diameter inches. COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Hard Maximum Home Area Width Depth Surface Site Setback Coverage Coverage Ordinance 15,000 90, 125' 25% 30' front/rear non -riparian 10' sides 20,000 75' Lake riparian 55'(30' Wetland + 25' Buffer) Lot Lot Lot Hard Maximum Home Area Width Depth Surface Site Setback Coverage Coverage BLOCK 1 Lot 1 15,005 116 147.38 20.6%* 3,751 307NA non -riparian 10755' Lot 2 15,070 93.9 182.2 23.6% 3,768 30730' non -riparian 10755' Lot 3 16,412 90.29 207 19.96 4,103 30730' Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 18 non -riparian 10755' Lot 4 17,689 119.07' 143.3 20.92% 4,422 307NA non -riparian 10, Lot 5 15,320 104' 151.53 20.23% 3,830 30730' non -riparian 10755' Lot 6 16,002 90, 157' 19.37% 4,000 39/30' non -riparian 10755' Lot 7 16,275 95' 154' 19.8% 4,068 307NA non -riparian 10, Lot 8 16,298 92' 168' 20% 4,074 30730' non -riparian 10755' BLOCK 2 Lot 1 43,168 123.98' 338.93' 5.6% 10,239 30775' riparian 10, Lot 2 39,937 116' 290' 19% 9,978 30'/75' riparian 10, Lot 3 59,791 123' 244' 11.3% 14,947 30'/75' riparian 10 Outlot A 37,530 * The current plans reflect a "House Type A". The plans must be revised to show "House Type C". Hard surface coverage calculations include house pad, driveway, deck, patio and porch. RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The City Council grants final plat approval with a variance for a 50 foot right-of-way for Lotus Woods — Planning Case #07-09 for 11 lots and 1 outlot as shown on the plans received September 2, 2007 subject to the following conditions: 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Principal structures shall maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and wetland buffer setback shall be shown on the plans. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 19 2. The applicant shall revise the plans to address the conditions of Carver County Soil and Water District as follows: The applicant shall note on the plan and/or in the contract that the contractor is responsible for the NPDES permit and will need to have an individual qualified to complete weekly and after V2 inch rainfall event, inspection reports. A box will need to be placed on site for these specific documents. Also, a diversion will need to be installed to take storm water during construction to the sediment pond. 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTyW of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 9. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 10. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 20 11. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. This fee was calculated assuming that the developer will install a storm water pond and an outlet structure allowing a credit of $2,500. Should expansion of the regional pond occur prior to construction of the proposed on -site pond, the fee will be increased to $34,496. 13. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 14. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. The applicant shall work with staff to re -distribute the quantity of trees on each lot or reduce the total number of trees to be planted by donating the value of the non -planted trees to the city tree planting fund. 15. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/l/2007 must be replaced at a rate of 2:1 diameter inches if removed. 16. No grading shall be allowed on Outlot A. 17. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 18. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 19. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 20. Fire Marshal conditions: Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 21 a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. L Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 21.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 22. Revise Sheet 2 of 16 to show "House Type C" on Lot 1, Block 1. 23. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Building permits will not be issued until the driveways west of Lotus Woods Drive are removed. 24. A rational method drainage map needs to be submitted along with revised calculations showing the two additional drainage structures. 25. The pond outlet needs to be revised. The City is working on a feasibility study for the expansion of the regional pond in Triple Crown Estates. If the City determines that the regional pond can be altered to accommodate the runoff from the Lotus Woods Development, the storm sewer that discharges into the proposed pond in Lotus Woods should be revised to enter the regional pond. If the storm sewer is revised to drain into the regional pond, the pond in Lotus Woods development would be filled. Revise the storm sewer so that it can outlet to the ditch in Triple Crown Estates now, but can be re-routed to the pond in Triple Crown Estates if the feasibility study determines that the Triple Crown Estates Pond can be revised to have sufficient capacity. Revise drainage calculations if the outlet changes alter the calculations. 26. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block I elevations need to be revised if they are indeed walkouts. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 22 c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 27. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 28. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 29. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 30. Sewer and water services for Lots 7 and 8 were provided with Project 75-04. Revise plans to show connections to these services." 31. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 32. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 33. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. Todd Gerhardt Lotus Woods Final Plat — Planning Case 07-09 October 22, 2007 Page 23 34. The site distance for turning onto Fox Hill Drive must be verified. A speed warning sign shall be installed by the developer on Fox Hill Drive based on the calculations of the sight distance by his engineer. Upon project completion, the applicant shall submit a set of "as - built" plans signed by a professional civil engineer. 35. Any lot that depends on the grading of another lot for proper drainage must be graded by the developer during mad construction. This will allow each lot to be built at any time without the need to sequence. The tree preservation fence must be installed by the developer and remain until the completion of the house. 36. Provide a set of catch basins to be installed between Lots 3 and 4. 37. Provide drain tile connections to Lots 3, 4, 5, 6, and 7 per section 18-40.4 of the Chanhassen City Code. 38. Show wetland buffer setback on the grading plan. 39. The proposed street name must be approved by the Chanhassen Fire Marshal. 40. Construction plans must be signed by a professional engineer licensed in the State of Minnesota." ATTACHMENTS 1. Final Plat and Construction Plans received September 2, 2007. gAplan\2007 planning cases\07-09 lotus woodsTinal plat.doc .✓.. x..rwr r. ww . Yw,m w n ......r. M ✓Y (�.•w... u.W lx��.wu/r.r w.N �i+. �lr V �r�.rY m..�n.Ir n �.rrs � •`w✓:✓r+w u ur Nl ✓.n✓y u• �✓�.✓✓✓�rmm•6 rrnr~ .w•wr✓w w�wr.Or..�wry Nr�r�—ir—i �✓.✓-.n�rw W r W lr w� `uJ �w.r.w•.w r•w. 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YV.•r/wrx✓� rr.r✓ y...✓ w.. ur u.u,w—✓ F yrV CRY OF CHANHASSEN RECEIVED SEP S 0 2007 CHMHASSEN PLANNING DEPT LOTUS WOODS , 1 i=tl 111 1 1 1 1 1 1 I lol � 3 I'� 1 1 1 1 1 n1 +l r;l�l�la1 �rE 11 1 1 1 e�'�r 11 11 11 11 !1*r;,1}Ili'tl'still'�411:11tt1� 1 jy�, i i �.�_ 1 1 1 � 1 1 11 1 1 g11 �1 �1 ��11?;1^1'"1 1 1���� .i•�• _-� - 11 \I �I 11 �; �r�ll 'n11�11a1��11F�liAI � 11 1 1FERN 1`—�R� •i..i'"• �,:._±.':= ° Cox NI. I. •i' - '`` a \` ` ft PS' %� F0T_i' 1 j ��II11--yyrrrr•• " L Nu ♦ \ \ �l``\ 'vvr ' • ...,. z I � ------- Avg; - —: t A rr 1 �T tla 1 II��.mJ r J •� i 5° b eM / RIPE `\ �-T- Es— TES `\ \ `\ perrVv✓J i Vii � ' S I I CITY OF CMANNASSEN RECEIVED SEP 2 0 2007 N CNANNASSEN PLANNING DEPT - , A" � 1a4jm 11� AYO�r �.w o� K 1 `�-��_ 1 _______ `\ 9 I40005 .I,lbc LAKE I / / lm Aw.Aoe.r,°r i5 wn�°u�rwn.:e uoctlm LOTUS W CHANHASSEN, MN 1 I.. I1B • 1 1 1 1 IF 1 10 1rC� \QutlotA � B\0 N. \ ` 5 4 amER , nT _ J .} I 5 I .J ,d i']sm, I a`wrsr''"'°'rr::.� ,ue �•w , r \ \ NONNERS n¢�xr 'vuiwr��. wKevrJ �, o-vwrr MaM1WnI4NW]]111G '�. LOTUS LAKE GG ItRNING $YOi1G rIM'S' W INDEX s, _.,. u LOTUS WOODS I COVERSHEET I_ 5- TTo BOB AMICKcso 2-OS-0190 CHANHASSEN,MN SHEET NO. 1 OF 16 SHEETS 8I2aN9 lyl 1 lyl„I!k In l"w; .� nlnl.. j 1: \ 1 41 w ll� Ilg 11� 11� 1� 11 "L?: f'v� Ilx III" IIL ,U 1 lel `1"1{1'{Irli1 1 1 1 I Is IBFk'%�i 1 V. `, Izllelilal 1 1 1� I 1 4L�J�' _ , �L=S'•"JF ``��I` I '°•°":."moo 0,.. x.,, HOUSE TYPE A 'IxR 0� \ utbt A I GETS Gli p 2' „ A ' HOUSE TYPE B 4 kx.e. I � 6FA:N I ASS —At w LIBEL on IICwv:f::i 1 2 1 I 5 HOUSE TYPE C mm I aameua I �� «rxerr I r - _ \ r. owsi I • nmux 1 aww u aaau I «...x,. ,.IMF n''�wr.'xSE aamaxuof ",a e`ow:',n"e..1 ':.NSET •."nML01 c� _ _________ I au .1r uu. wuxe oau... e.p.gxl Mp4L x,➢Ill.wp2vv �s •10[ IY xp a0 sv/a0 — Ela. ♦xJ; . I _ .W,CNYCr xM OM VIp16 pMaus ' n f0m e..iptq N ' S1 n✓ o n_ax 1. Yr ml1Op 0 a 6� %,"" SEE sAUCT e. vaxl«N a� tlfM x!9 M1iRW EM u. .. w MomAZ " wsrp bg2 ,o a LOTUS WOODS paR a cau ""'"°'" LOTUS BOB ualcy COMPOSITE UTILITY PLAN 2-05-0190 "` CHANHASSEN, MN SHEET I, 2 OF 18 SHEETS W=7 are 9 C I Eril ((( 0 xENE axw x c-aao E L�.�m — ALL EEau"'moim`A—.—.' �.� ,r cai`�R. NE'.. sr^...—ec.u. /r L'a m. a �wraa o,„z.wsr xx,Eo. AN'aixi WAY 771 •-,a�z : --� 1 ..m'mp;^ F. L �N tic 9]0 9]0 a' i s pxC i i I I I i i i -- I i-- i rr I I OTUS WOODS' DRIV - asa - wu s-r^9 ti—_ S_s ----- T ---_I �_�.-----li 970 ti i1 r____ 9a0 __ k __'____�___ cax� T - - -- . �� , I I � � I 930 Jgm ___ i ase�Exa.. -... ____ T----L }_ - - } �om]x� rymrtcr.�wa - " - -- 9a0 I ml I ____ �I_____ _____ r _____ r____ __ I_ ____ I �I �I I I f irc.aws r.____--___, ---.--r i ___i i i i 910 919 n i i I � N i __ -__,___r ____r____y ____r____r y ____r _T____y �__ ___ _____r r---y - -r---- I no i I � I � I � I I I I I I I + ♦ ♦{ + i + 4 14 1 ♦ { r�o x." ' `;° �°nc o wwus^ •••: �••� LOT SWOODS SANITARY SEWER B WATERMAIN '• aco. �L nOB AMICK LOTUS WOODS DRIVE 2-04190 CHAHASSEN,MN o SHEET N0. 3 OF 16 SHEETS IdMro] a it / T f I gy� I. F.� yy� EE DETA'LA,Ip p, •fI` g\`` 0. f l l f. i VCl/'a1LO r + R+ I 0 L i i AW y `• I EDETARB S� Q tIV O s V1�10 D D f 11 I 1 1 'Il II l I I.I I I I y MM'•aa1 I I —L l 1_ L —J I I ^i lat� [M1 a I S y I I �a �aaam �I I I I � 1 li BR I goo 970 I II I I I �g I � 1 I I I yAWtl�I B R --Ii A i - �cn a al 1 a i A q egii n°mi'am DE{ A1Lno '.P� --I -- II�DET�I IG B —� �STRUCNRE 920 i:V" WI___laa,KjlIIM aIL fAY[11M M0. fE N r S\QY Z411 Ir —r l _r L _l � + y r L y r —1 I L ♦ � _ 9f0 I I I 1 1 I I 3 — onfr le• I Q�Rl___All- C 53_;_..na----� _ �-1 I � I ! 4 +! +;+ ! + 1 + E,NO.^Mwu .I— o—'— �— LOTUS WOODS CiP �ONO -wow+. CHAN� ASSEN, MN ~ CITY OF POND OUTLET CONTROL STRUCTURE 2-97 ` 3109 + + + STREET & STORM SEWER flp"a M° LOTUS WOODS DRIVE 2-05-W90 ET NO. 4 OF le SHEETS BMW \ a+'iy+ 1 � 1 �0 1 1 1 LpR•.'aR Y` �p_ `..% y" ................ -`�xN r, ... ,.... t c Yi 1 /3 1 1 / \ t t — \ `�r� __ 15i, ♦�^ _�_ _ _t_I �_ mm —`RETAINING WALL DETAIL 'r•',y� � w` _ '0= 1`i i I-r 4 __ i 1 1 \ \1 \ \\ I I \ "'."y I \\�� ��••`T, `,,4� _ _ ___ —=,�""'1�'"�1�11���1L\ y • ..�,,..a�.m.r.rr.oR.r.�.��. or IIi.Ci(.'Ji "" \ � w aamx I r°�ara�aaaor�r.'°snimi�w II Aawa my j r'"a`w^'A"w i io R • �w-� a / \ ESTAI£5 o I� itlCi FO E P . _� `r r cta —erG' v� �w \-------------- 000s 7 c 1 V(r�V IR.nINMRSECTIM O— nAn NORnIN qcF nO] TAI I tl�R]F.1C .XR .1A `« _- LOTUS WOODS N " GRADING PLAN (PRIMARY) 2-05-0190 BQB MUCK c]R. CHANHASSEN, MN SHEET NO. 5 OF 15 SHEETS BrzWi `y�jl O O O.O 4 ...a` a`` C•L - 9s� � O� ,4ja A/Cr �1 ,�y� \\\. Ob 00 O O 1 LO � O fp. �iC�l u• ��� it ` paY 4\`�•� CO �O v O � v O O OP <S.4i� ��V�`M�� < �-5a `� ...45%iC=Yy.,� • • i �., V *�i�•�1���,��1��p1�`�i�11a��` �. ♦ J O v %jrJ •Ali y, � 1i C+ O W 00 Oa O 'rtl�^^�-'�`f1��a byr llfs0 00 �'OO� O� •+ C \\����iyw0 •, R._.�._t_yM�O i010 py.� R 1�n111 Op�9•�1, 'ti �v J \: ��Oti�-�.`�a♦OFP% O R�� `�ti..���/ �y� !/yofle Oy `S �, �♦ A��\� -i2 .rs�wo ".+♦x. PA P,fn I' • iI R�4t; P ��O sj wd n.�avi7ruao O ©r e. �_ .,...a�raiA♦ x �F �'•. � ..� �y�yz��'�Ir*i. `r ��.. �V LOTUS WOODS ���- _-_ 1 1 \yl nllgljnl�S IM 1�1\�I Vim+ � ` �\ li,x 1 11 1 11 11 11 1 1 qR 11 1 I 1 F6- -'•i- —'C 1 �\ 09 +FOX q +'arw ��"1' 1 L%J'' MILL• ��r z z XW I I I 1 \\ STAffS ` 1--__— i— — — — — \ w" neu i •.15'��InON� 1-1 3ta 5 b i a OIM£RS' .. xxAssery aura �MAC,w °' '""" �yy "'� LOTUS WOODS STORM WATER POLUTION xn urz e+ so "o.�'"ni wrs w mi na w.nwum.. 1rv0 �I TTO�..; BOB AMICK PREVENTION PLAN 2-05-0190 B�1 CHANHASSEN MN ISHEET NO 7 OF 16 SHEETS °�&2., �..+/off• a e+ e' O ....•`t 1+w�0 O- v0 O � 4 o e aes .:0 C Oe e00000 _ e e, s - °,ti +e se ii oo e o e O 6a �c 0— e . aps oe o� tr: rs e ey e eo. ee.Y.. O .: �! +:••� .dog �ea e •ie0 ree eo ee a O' 0 0 OjeV e �" e e eoe.` O�aa ,� .•. i• Oe� e00ir ed' OOe � • oao�° �„tw�Tn��.o .. fie!• O rea,(ll • e ee ee +7_' sae v a ee e . ROOMe i O 00 1 iA O e a.,,. —,—=.,wn mu..a-.a..sl. v non LOTUS WOODS EXISTING TREE INVENTORY I 2-05-0190 BOB AMICK CHANHASSEN,MN—ISHEET NO. 8 OF 16 SHEETS Brzorm NI 1 ME N /1'YWWI. DENOTES TREES 70 BE REMOk ) DURING PRIMARY CONSTRUCTCN Mll tl— — — — — — — — — — — — — — — — — — — En59NO SAW UNE CANOPY COWRAGE 334.934 7 SMINIMUM CMOVV CANA/GE AJUDAED '6I,19 S(SX) ��'" wNml Y^_ LOTUS WOODS TREE INVENTORY MM�(1�./ I�Iw BOB A.ICK AFTER PRIMARY CONSTRUCTION) 2-05-0190 `'n'0. f�ICHANHASSEN, MN SHEET NO. 10 OF 16 SHEETS III i a n O\ r✓`�wt 9 ��'�YY, Ow y O� e-'rOv�' \��•�O Oar ie••. w e e o .,.. W, �9 Y ° 6 9 67 oss#'^ Vie Nyyl w O,Ta y O OO 006000 '-� O Q ey 9 fw \3 '�r�..4�`ir�i���:� e \d r •✓ _ �_ C� e t+ o. a 6a e• e y • \, \'Vo- v _ syr.-"'�°ST!�"�(����� e0 \a0 �' \6oeo a °a p•0 OJY\ a R+ 3s MEN 09. IftMR. ,lf.�• `'O' w \) eo a !') a ♦♦ � �\ !+,�r�.r.•�E^=J�iiY✓Y\`fuiMrr�R'L114 Is.E��� �e O. ^'bf\ ...� � eRe a >+ �q� 41 Nit I��• 01 ✓� r ! / r r.\ a. �i 1 Ei��RZ1•rB�iE. o� r- N irrr —f�IP'--Y° /1'1'1'YYYV. OENORS WES M DE REMOVED DUMNO SECONDARY CDNSiLCDM iw�iS 1 E%ISTNO BASE UNE CANOPY COLERACE . 2 5iE SF [ \\ • _ _ _ _ _ - _ I.E.U.YCANOPY COVERAGE ALLOMED . IEI.A]9 $f (55.b EWSDNG C.MCVY COVERAGE PRESERV£0 (AfiER PRMARY @ MCCNDAY CMSMUCTM) . 95.555 (32f - _ ,OV XR21REE5,205 Y CANOPAREA REME ED . B%OR9 REWIRED D PLA"NC 79, 285 rr�o. „ :',. - .•+'..":...... LOTUS WOODS TREE INVENTORY • BOB AMICK (AFTER SECONDARY CONSTRUCTION 2-05-0190 SHEET NO. 11 OF 16 SHEETS y 7 CHANHASSEN, MN Ii 1 :Pas �, NI-- •y M ✓C �' b. 11.N b bb �. y,aP.r/"`Ri�• 9 ,loC � O � •�� `-gp�RA\'!a, ra� ♦4 �AL b b �J � Oja. Y •: I fJOG.. �o�Y •O �� alAb. , iA b 6b Jtl 'iV Ol l� t J'plf Ob. O QCO J! b llwnm• Jlpk� � J o b b J bb b O O (R�F � - O •J70 b O 'rVP� •R ./�IAwPl�Q��+70 A 'r C. 'L� DENOTES STOP AGN \` `\ r_. OEHOIES SMUT SIGN ❑ o- PARK SIGN WeIIIJJJTTT OMS Si —SF— DENOTES SILT FENCE TPF—TPP— DENOTES TREE PRESERVAMGN FENCE O DENOTES EXISTING TREES AFTER LCNSTRUCTCN O DENOTES TREES TO BE PLANTED O DENOTES TREES TO E PUNiFD AFER HONE CONSTRUCPON \ \ 1 \ \` TOTAL TREES REWIRED 72 1 _ y irT\ FOR WEE SH k SPECIES REQUIREMENTS REFER TO ME CITY OF CHANHASSEN CODE OF ORDINANCE CHAPTER 10, ARTQE III CESGN STANDARDS, ACTION R J \ TTWfI rrP 1B-St LANDSCAPMG Q WEE PRESIRVATCN REQUIREMENTS, E X O E P T I O N — — — — -- EXISYNG CANOPY Uxf CANOPY COVERAGE 01,439 ( X) NCXSRN CANWY COVERAGE REQUIRED - 13FTDR SF (Yi;) CANOPY CANOPY REQUIRED PREEERVED .AFTER .285 V ! SELg1DAY CONSTRUCTION) _ 23J33 (32F) i •1 �1 II /� CANOPY AREA MN0(EO - S/10 5f % 1.2 R ]B.RBS SF REWIRED PlM'TNO (]9,233 / ICSY) - 72 TREES AC.M SPAR _ " 1pImem „a, "" FINAL TREE PLANTING IRxcr rio �o a;K >uRa...•Pr. TTo_^—�-- LOTUS WOODS BSIGNAGE PLAN2-05-0190 y CIA�j'" CHANHASSEN, MN ISHEET N0. 12 OF 16 SHEETS "' anDlo] A Cq0 � O r a `"��'lp1 .`` o .. •gyp oo�a•'aoon ■ i i�� r�� �•' O �j0 O O ,.•� r � �y/_' Sr�-. q 99 � j46 G•, � ` O p �J Q4 OC �,JOfp � �0t O O • p O @Se- O 41, o,w O C,;H�; �bjp 'i p� O '�p'J1ppO p044 '00 , .a Ov pYOp OC,�O[O'�J�00�CI� VPJ�. it �OY O 6 p �.►\ i Q Ol �JI •, i J �yyy�'Oo • O lVO p) d _ (1Q *it•�f _l q , tp�I fa. � p 00 V O ' 0 O fl t! �! OO` t' ud OVO•f d t•�r. e /o. i 4o ii/Iloilo/ iogip/Gv//s Oi�i/ia oiiii�/Iola/�///./%/U/E/�� 'e O�6ie. a. AA�,O, r 4A •ar• �.�>.,,y'�tilM.� � Soso � o "�� .� � _ :..ae.-_ p 1 ,�.� • q eC ��` Y f t G IOfe�Y <�� �j■� � 14 �R, \ �—+���IIIIOaiI•-..a�./ 4tiQgi�li}.!r"^'�: __ e ^o .e e� r ..moo . 'e01�Y ���� BD,IPEBS DarEx4M5 st^ M ., , w,,�.�^... ...w, Nor e. g e gg ® 1."� w .w waD yB' gdji� a IN r ii4��I�JJ� $� gd a as w o n _ ..x. :ruzx r�s w f� _..r. W „ m m " :., CITY OF CONCRETE CITY OF TYPICAL Clry of TYPICAL CI 1Y OF GATE VALVE CITY OF TYPICAL CNiiNNNNNN THRUST CBdNN888NN HYDRANT �NAN�NNNN WATER CBAA8888BN AND SOX Cltuu MEGAL JO BLOCKING INSTALLATION SERVICE INSTALLATION LOCATION 1002 "." `" 1004 ". 1005 ....,-" _ ,.' 1006 ..e, °'.' .."' 1009 r., ..R ':vs'ir., iy IT ND rtBIT. Xe,:»'inom.w J4. au NEAR cRBE RDa oCr.4Lwww .�� �w�r. \r E•mueum ITMY EWER $p,[iVIL CDNNECT N DEtRIL in.. w ers d• nw. .rvT. vA G .TisTG "n,. r. Bi T. BA. OR BINDER CWPSE I.DJ. DETAIL„nfurc.mxpmwn[cm w�nrm Ms. " BE ��. (a irl� rt' w•nrw wm. aru . vv. m. cr.nnu ry aorta w[ w .rrnbm [w.L CITY OF TYPICAL SANITARY CrtY OF STANDARD CITY OF CITY OF * MANHOLE CLry OP PIPE BEDDING CN1N1lN18N SEWER SER CE CBCNu N8N MANHOLE CB8NNd888N ©ARRTR CNANNd888N CASTING AND CCIIIBd888N GOOD SOILS ADJUSTING DETAIL RCP & DIP 2001 '" 2101 2109 .. 2110 - 2202 PEa a"°' °s LOTUS WOODS I DETAILS 2 e s a m, uxx ar ra srnr ar uw'esm. TTO N. BOB AMICK -05-0190 .,,,,,,,,,•„ CHANHASSEN, MN SHEET NO. 14 OF 16 SHEETS RnaoT PLAN F0.,� .R.�.„.R,e.,.. sw�°aamM::^aw,.o, raw k; aeB ��«XR� m� IL EldCTI —r l .. 7"i ...,..... e.. R ew •'']>I- 1 :...... ,.M ]B. am•w ..P. >1- w.ma er.. w wxwu n w mRmxe n+ SEG➢�4 PRu R, uww•I w.•P• 'h �FCTION F-A SFfTox a-B ..us `URR r,Tm CITY OF PIPE BEDDING CITY OF CATCH BASIN CITY OF CATCH BASIN TS CITY OF CURB CITY OF RIPRAP CHAIRM P.V.C. k A.B.S. eauussi� 2 X 3 CBi118g11 MANHOLE nun= CONSTRUCTION munow DETAIL RECTANGULAR AT CATCH BASIN 2203 ` 3101 " 3102 3106 3102 swLur nL vlBhlw�L �4RrnaE u ... ry <..�. w. a ., ,. ro.m w�•. � xa4e Eoxs m x... ti, u• 4x. - od nm /.�{�—J� R"m. Ew a eil: , y,. ui'Ix�ixtt anwwus 1/R' ua>: vans L 14u. URKREI I•RT. _,..Pr �amamaa TRE, EURUR nx mL w. cw (a) Wp Williwvrvwc RE oxox-Bcw%%w1ZWDCUT RLLNLLS2WhE BM4I I- NWOH EK RA 5 WhRW LO M.COM4JP.R . R,r BINWN°V] P.RM. y M mR•'mxy yv' ]. 4ECluxru R TO Pw: w LWHt B.sC je�e — RLW xL0 MI]R 0 VN N°. Mw'v. nRa ] i[V M °XiRIG]IXI Wv USE YI CWPSE W]EAW W - mrw ov[nw nwua w 45E EWPSL _ WRXW. E } " BUc,.,uOU.I �L� 1504EtBIC BPq 1. R. U. JUW.L cK'R E. .�C RP . ,Wx 4WR4 '.•• RIMS[ �•• A'OW GSL COVRSE r0 NLL• EWL BETOFE u „ ,/.•. q / L X'EPA LUURSf W �'.w w, ,.—,_»~ 1/. yLTIRE, .. TXL. •. TRUER Aho LR R 5U RL u +M• TRIM E CEMLP MMEUT'L +w• ui. EIKE T CnR .p:X Wi EURwc RUL. RX 6 U BIE mm.. CUT . M n.w a we Rm. e• W x w M mom. w m.r rq •w .en w rrq. an we mn I.. ,RpxiRR,R,T. ITT IIR..K /.LLRRPIRHM PRpR L' 9�m. iMmtl awwrv•Ne c. M mwnU t• w Wa. IT, 4XWi ]�E. CITY OF FLARED END CITY OF TYPICAL se CITY OFw�W STREETPATCHINGCITY OF TYPICAL CURB CITY OF TYPICAL CURB ceueaeeu SECTION AND ClAmn RESIDENTIAL CAAM9dC88: AT MANHOLES COA�Bsu AND GUTTER CIdI8111Q RADIUS TRASH GUARD STREET SECTION OR GATE VALVES 3108 5200 "' 5202B 5203 5204 ..LB x�«. RnB,,,,tl":• W •„,R.�, (/.jT�� -- LOTUS WOODS oErui.s uxl. wIz a w axR w muvw. \T/TT�—may BOB AMICK 2-OS-0190 <+A 7"•C w .^• SHEETS mw7 CHANHASSEN, MN SHEEP NO. 15 OF 15 x. °q r: ii."...r r.,r orm. TYolcel •I. H Irvrxv .y r-wrr Ix'x'•Y•.,i M. II raw. ❑ s,qN MMonmmll .� . xY rl..xN TRFNaI onan lull ..w M w � x.Cgtl SWI "'i", slgn In,lollellen MCYar %aN qbY Lmcxx YtlOron ypI M.`"w EIK.OEidll � I,f - _ Y�r•I a r.. rnrn. .,, nun cw.w w Mu _ `cl `M - Tftr`T'i INn�"-M'x•••e nN puY�(Nen qe• ra) up,�p, Im nM Mri I. TaiN J. Q.w eN w x Y Y x�^m�i W+ w rr. y.n v aan. enm uvp u ^ 4NµmN.x .w ...im nn•nly. o. %0^II MI•rwl,. CITY OF SUB -SURFACE BBABBABBBR PVC DRAIN TILE CITY OF CHABBABBBB STREET AND TRAFFIC SI ON CITY OF MAMM 4" SUB -SURFACE INSTALLATION DRAINTILE CLEANOUT x' 5217 "' 5232 " 5234 SEDIMENT TRAP AS MANUFACNRED BY S"'LE EROSION CONTROL "MCO.LLC.SHAKOPEE, MN., PLAN FOR IxwMWAL LOTS ¢^M •I."'�Hli ESS BROS.,LERETO, MN. OR SIMILAR btl.r.u,w I. ,., iNw it ter. \ \ \ �� if mMu wM m^ �r� u^.• �l mxer..e IN.nl Y INv:i lien^, vrw°w Twnv?lm�nop� / / IJI MODELOM23 erlpi MA Ny Nn Yp/tlxM Ml dOmmmar., , � s..0 P 1lep vw Ne Wlnwr'.,a � urur,m^a m..w IV MNMM auxarW, Yf B(x Ti To wwwu wm"sill _ / r MMrI. x mLtli ^•b tl M,YmFe nw"IY onl .4erl rgsm. N. . u.xa. =o,Ixm.,I eY ureuq ae.^ mlcN rtlalc .. miw.I..ymtl IN 24 iw x�rn.^^.r.r^ NOTE: a ^m nar.rm xOO: nLssn r.w¢ auL ec vuuo xrhEq Roa TO naa YYo waxr.Il wxaMr row. n�¢�vN.I.,a° tl N - • ^ n ^ .^•• • •• •°°"'•" ••" • wM . Nw wY "Pori mmlli na,„": en wn..Im.mal. er x.ar wwem n' Y..n «Yxtl.a.-, r... ew.n..N. m rr ..w • a.er-suw u.'.Irw re, x...Y xa Ix..., ^ x.¢..I CITY OF SILT * BBACITY OF ROCK CONSTRUCTION CITY OF CATCH BASIN CITY OF EROSION _ FENCE �BBBBBI s ENTRANCE ®iTB W SEDIMENT TRAP BBA�1BB10 CONTROL 5300 '' 5301 " 5302A ` 5302D ----- LOTUS WOODS DETAILS�ro cccfu�LN �/�\ITT 1 _rrn.vw 2-05�0180 _ VIT/ ID /� BOBAMICK CHANHASSEN, MN SHEET NO. 16 OF 16 SHEETS BQOIOT 0 CITY OF CUMSEN T700 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 6 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952,227.1404 Planning 6 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952,227.1125 Fax: 952.227.1110 Web She www.uchanhassen.mn.us luI;18 M M.1%� 111% UV I TO: Sharmeen Al-Jaff, Senior Planner FROM: Joseph Shamla, Project Engine DATE: October 22, 2007 SUBJ:. Final Plat Review of Lotus Woods Planning Case No. 07-09 Upon review of the plans prepared by Otto Associates Engineers and Land Surveyors, Inc. dated August 20, 2007, and the drainage calculations dated May 3, 2007, I have the following comments and recommendations: GRADING AND DRAINAGE The 7.97 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the East, Big Woods Subdivision to the south and Carver Beach Road to the west. There are three existing houses, four accessory structures, and three drives on the site. The existing houses will remain along with two accessory structures. The accessory structures near Lotus Woods Drive will need to be removed. A plan will be needed to allow the existing homeowners access to there properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. The high point of the site is near the center of the project and divides the site into four main pieces. Approximately 35% of the site drains towards Lotus Lake, 10% drains to catch basins on the east side of the Big Woods Development, 30% drains to the ditch in Triple Crown Estates, and 25% drains north on Carver Beach Road. The hydrologic calculations are complete. A copy of the rational method calculations has been provided for the sizing of the storm sewer, but a delineated map is needed to relate the calculations to the project. Current conditions do not permit the drainage from the Lotus Woods Development to enter the regional pond in Triple Crown Estates (west of Carver Beach Road) because the Triple Crown Estates pond is not sized for the additional stormwater. The developer has proposed an on -site pond that discharges to the roadside ditch along the west side of Carver Beach Road. This solution is acceptable, though not optimal. Over time, the City has become aware of issues with stormwater and erosion in this area, both within the stormwater pond and downstream (between the pond The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Sharmeen Al-Jaff Lotus Broods Final Plat Review October 22, 2007 Page 2 of 8 and Lotus Lake). In 2005-2006, erosion caused a blowout of the stretch of creek east of Carver Beach Road. This compromised the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve the stormwater system in this area, the City is proposing a stormwater improvement project in 2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been completed and the anticipated improvements are unknown at this time. It would be better if the proposed development could take advantage of the anticipated stormwater improvement project but it is unknown at this time if the city project will be able to accommodate the development drainage. Regional ponding is a preferable solution for stormwater issues because it improves sediment removal efficiencies and minimizes future maintenance needs. The use of a regional pond for treatment of stormwater for this development could also free up land and potentially improve the developer's ability to preserve trees and minimize retaining walls. The City and the developer will need to work together when the results of the regional pond study become available to discuss the results and any potential changes to the plan. Grading for the project is proposed to be completed in steps. The developer is proposing to grade the road and the pond. This would require each individual home owner or builder to grade the lots. An advantage to this scenario is the possibility of saving trees. One of the short falls is that some lots depend on other lots to be graded for drainage purposes. Any lot that depends on the grading of another lot must be completed by the developer. If the developer grades the lots that depend on the other lots for drainage, then the individual lots can be constructed in any sequence. The grading plan will need to be revised. Lots 2 and 4, Block 1 elevations need to be revised to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are shown but it appears that Lots 6 and 8, Block 1 exceed the 10% maximum. The grading plan is hard to follow due to not having enough contour labels and because the tree layer overwhelms the drawing. The lowest openings of houses must be 3' above the H.W.L. or 1' above the emergency overflow. Private driveway grades shall not be less than 2% or exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off -site grading. Installation of the manhole on Lot 1 of Big Woods on Lotus Lake will need a temporary construction easement. If importing or exporting material for gAeng\projmts\k- \lotus woods\10-22-07 fpr.dm Sharmeen AI-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 3 of 8 development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Length Maximum Height Location (a roximate) (approximate) Lot 7, Block 1 - This retaining wall has two tiers. I" tier 160 feet 4 feet 2 nd tier (Total elevation difference from top to bottom) = 10 feet (8 for wall and 2 feet of 120 feet 4 feet ground) There is an existing retaining wall in the southwest comer of the site. This wall will be removed before the construction of the pond. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within the right of way shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total length of 450 LF. Due to the alignment of the watermain off of Fox Hill Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hill Drive must be wet -tapped. The Big Woods Boulevard connection must connect to the stub provided and take place under traffic. Sanitary sewer for Lots 1-4, Block 1 will extend off of Lotus Woods Drive. A sanitary stub was provided during the Big Woods Subdivision which should allow this connection to be completed under traffic. Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. Lot 5, Block 1 did not receive a service stub during the development of Big Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block 1 along Carver Beach Road appear to have service stubs provided by the regional sewer and water project in 1975. gAeng\prgects\k-o\IoWs woods\10-22-07 fpr.doc Shartneen Al-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 4 of 8 There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and easement is shown on the plans. The location of the watermain and the watermain easement will need to be determined. Lateral charges for sanitary sewer and water have been paid. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges will be waived. The assessments for the connections on Carver Beach Road have already been paid. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. EASEMENTS There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary sewer is currently a 20' easement that needs to be revised to 30' to ensure the maintenance of this line. The actual location of the watermain and the watermain easement will need to be shown on the plans to see if sufficient easements cover the watermain. Each lot is shown with the required 10' front drainage and utility easement and 5' rear and side drainage and utility easement. The pond and wetland are also covered by a drainage and utility easement. Additional drainage and utility easements are covering the front of Lots 4-6, Block 1 for future maintenance of the proposed storm sewer. STREETS Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods Boulevard, and the proposed Lotus Woods Drive. The developer has gAcng\pwjmtsVcoVotus woods\10-22-07 fpr.dm Sharmeen M-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 5 of 8 provided plans showing the staff requested additional right of way of 30' along Carver Beach Road, 10' along Fox Hill Drive up to Lotus Woods Drive, and 5' along Fox Hill Drive from Lotus Woods Drive to Lotus Trail. The reason for changing the width to only 5' of additional right of way along Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet City Code. Lotus Woods Drive is proposed to be a 28' back-to-back road with a 50' right of way. The City agreed to the variance in 2006 when the Eidsness property was split. The proposed section of road matches the Big Woods Development and the surrounding area. Lotus Woods Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be verified. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. RECOMMENDED CONDITIONS OF APPROVAL 1. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to there properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Finding: This condition has been modified to read "The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Building permits will not be issued until the driveways west of Lotus Woods Drive are removed." 2. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the H.W.L. of the wetland to the plans. Finding: This condition has been partially met. The modified condition states "A rational method drainage map needs to be submitted along with revised calculations showing the two additional drainage structures." 3. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. Finding: This condition has been modified to read "The pond outlet needs to be revised. The City is wonting on a feasibility study for the expansion of the regional pond in Triple Crown Estates. If the City determines that the regional pond can be altered to accommodate the runoff from the gieng\proj=s\k-o\lotus woods\10.22-07 fpr.dm Sharmeen Al-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 6 of 8 Lotus Woods Development, the storm sewer that discharges into the proposed pond in Lotus Woods should be revised to enter the regional pond. If the storm sewer is revised to drain into the regional pond, the pond in Lotus Woods development would be filled. Revise the storm sewer so that it can outlet to the ditch in Triple Crown Estates now, but can be re-routed to the pond in Triple Crown Estates if the feasibility study determines that the Triple Crown Estates Pond can be revised to have sufficient capacity. Revise drainage calculations if the outlet changes alter the calculations. 4. A revised grading plan will be needed to address the following issues: The lowest openings of houses must be 3' above the H.W.L. or 1' above the EOF. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also please turn off the tree layer so it is easier to read the grading plan. Finding: This condition still applies. 5. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Finding: This condition still applies. 6. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Finding: This condition still applies. 7. The watermain extension from Fox Hill Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. Finding: This condition still applies. 8. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. gAeng\projects\k-o\1otus woods\10-22-07 fpr.dm Sharmeen AI-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 7 of 8 This condition has been modified to read "Sewer and water services for Lots 7 and 8 were provided with Project 75-04. Revise plans to show connections to these services." 9. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Finding: This condition still applies. 10, All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. Finding: This condition still applies. 11. The sanitary sewer easement will need to be changed from 20' to 30' to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. Finding: This condition still applies. 12. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. This condition has been modified to read "The site distance for turning onto Fox Hill Drive must be verified. A speed warning sign shall be installed by the developer on Fox Hill Drive based on the calculations of the sight distance by his engineer. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer." 13. Any lot that depends on the grading of another lot for proper drainage must be graded by the developer during road construction. This will allow each lot to be built at any time without the need to sequence. The tree preservation fence must be installed by the developer and remain until the completion of the house. g:\eng\projects\k-oVotus woods\10-22-07 fpr.doc Sharmeen Al-Jaff Lotus Woods Final Plat Review October 22, 2007 Page 8 of 8 14. Provide a set of catch basins to be installed between Lots 3 and 4. 15. Provide drain tile connections to Lots 3, 4, 5, 6, and 7 per section 18-40.4 of the Chanhassen City Code. 16. Show wetland buffer on the grading plan. c: Paul Oehme, Director of Public Works/City Engineer g:\eng\proj=ts\k- \Iotns woods\10-22-07 fpr.dm CARVER WA►TER CONSERVATION DISTRICT �4.4in9 cow., 219 East Frontage Road 0 1946 Waconia, MN 55387 a 0 Phone:952-442-5101 o44ty svcp Fax: 952-442-5497 httu://www.co.carver.mn.us/SWCD/SWCD main.html Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. October 10, 2007 Sharmeen Al-Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Lotus Woods 2ND Comments Sharmeen: The Carver Soil and Water Conservation District was asked to review the changes that were submitted to the City of Chanhassen for final review of the above proposed plat. Following are some comments that still need to be address: It needs to be noted on the plan and or in the contract that the contractor responsible for the NPDES permit will need to have an individual qualified to complete weekly and after '% inch rainfall event, inspection reports. A box will need to be placed on site for these specific documents. Erosion Control 1. An EOF is still needed for the storm water pond and stabilization should be shown in a detail or on the SWPPP. Turf re -enforcement mat (a permanent erosion control blanket) can be used instead of rip -rap. 2. Energy dissipation (riprap and geotextile fabric) is needed within 24 hours of flared end / outlet installation. Sediment Control 1. Inlet controls are needed for all inlets prior to casting. Filter fabric held down by the steel plate with '/e inch rock place 1 foot depth over the cover. Details are needed on the plan and should be included in the SWPPP. 2. A temporary outlet with details are needed for the sediment pond during construction. Otherwise, if the outlet structure is installed, it will need to come off line and pumping plan will need to be developed to control the water level of the sediment pond. 3. A diversion will need to be installed to take storm water during construction to the sediment pond. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Chip Hentges Conservation Technician AN EQUAL OPPORTUNITY EMPLOYER Todd H/Joe/Jill — jo f yr WvaAt 4a Lotus Woods was submitted for final plat approval June 28, 2007 for the October 22°d City Council Meeting. Please wo review these conditions of approval and reply to Sharmeen by October 8d' with one of the following CITY OF responses to each condition: l Still applies, has been met, has been modified as CHANHASSEN Mr. Paul Eidsness follows... 4395 Trillium Lane West moo Market Boulevard Minnetrista, MN 55364 PC Box 147 Chanhassen, MN 55317 Re: Lotus Woods —Planning Case 07-09 Administration Phone: 952.227.1100 1eaz Mr. Eidsness, Fax: 952.227.1110 Building Inspections This letter is to formally notify you that on June 11, 2007, the City Council adopted Phone: 952.227.1100 the following motion: Fax %M7.1190 Engineering "The City Council approves the preliminary plat for Planning Case 07-09 for Lotus Phone:952.227.1160 Woods Subdivision for 11 lots and 1 outlot with a variance to allow a 50-foot right - Fax: 952.227,1170 of -way as shown on the plans dated received May 4, 2007, prepared by Otto Finance Associates, subject to the following conditions: Phone:952227.1140 Fax:952.227.1110 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 Park & BecreatIon wetlands. All wetlands and wetland buffer areas shall be protected by silt fence Phorre: 952.227.1120 during grading. Wetland buffer areas shall be preserved, surveyed and staked in Fax: 95222z1110 accordance with the City's wetland ordinance. The applicant shall install Recreation Center wetland buffer edge signs, under the direction of City staff, before construction Coulter 'hon952.227.1400 begins and shall pay the City $20per sign.Principalstructures shall maintain a Fax:952.227.1404 setback of at least 30 feet from the wetland buffer edge; accessory structures shall maintain a setback of at least 15 feet from the wetland buffer edge. The Planning 8 Natural Resources wetland buffer and wetland buffer setback shall be shown on the plans. Phone. 952227.1130 Fax:952.227.1110 2. The SWPPP shall be revised to address all items that are unchecked in the Public works Carver SWCD "Stormwater Pollution Prevention Plan Checklist'' attached to 1591 Park Road the April 11, 2007 letter to the City from the Carver SWCD. Phone: 952,227.1300 Fax:952,227.1310 3. Stable emergency overflows shall be provided for the proposed pond on site. Senior center The emergency overflows shall be clearly labeled on the plan and a detail Phone.952227.1125 shall be provided. Fax: 952.227,1110 Web site 4. All riprap/fabric at the flared end section shall be installed within 24 hours of www.d chanhassen.mmus flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: The City of Chanhassen • A growing communitywith clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A peat place to live, work, and play. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 2 of 5 Tj pg of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All .1�. tree shall be native species .)J Plan shall specify size, species, and locations. 1.a1- 'FS � N'9 �'1- -(j`e- �i' e�-yy<�hn�+( '�vty� A'� iOW1R- t.o{S �� l/�"�t^G.U-iol+a.lat� . T sl..w5 J� �ru.t b 66{z pl Kd,,(^aS IS. 4F � l04% T�..and7 W if�l ii1 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on SA42007 must be replaced at a rate of 2:1 diameter inches if removed. v11 � n�ppluA� Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 3 of 5 60 qvw 17. No grading shall be allowed on Outlot A. 18. A'minitttGm of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fine apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type 13 C on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 4 of 5 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan_ More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest comer of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 5 of 5 enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 36. Sheets 2 through 12 shall be revised to reflect the adjusted property lines. 37. The applicant shall work with staff to realign the street connection to Fox Hill." You must submit final plat documents at least four weeks before the City Council meeting in which you wish to be heard for final plat approval. Enclosed is a checklist of items needed for final plat consideration. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaff@ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure c: Jon Lang, 640 Carver Beach Road Constance Cerilla, 650 Carver Beach Road Robert Amick, 561 Fox Hill Drive, Chanhassen Paul Otto, Otto Associates ec: Joe Shamla, Project Engineer Jerry Mohn, Building Official 9:tplent2007 planning cases\07-09 loma woodstaproval letter prelim. plat.doc June 28, 2007 CITY OF CIIANIIASSEN Mr. Paul Eidsness 4395 Trillium Lane West 7700 Market Boulevard Minnetrista, MN 55364 PO Box 147 Chanhassen, MN 55317 Re: Lotus Woods — Planning Case 07-09 Administration PFax:952.227.11100 Dear Mr. Eidsness, Fax: 952.227.1110 Building Inspections This letter is to formally notify you that on June 11, 2007, the City Council adopted Pha:952.227.11900 the following motion: Fax 952.227.1190 Engineering "The City Council approves the preliminary plat for Planning Case 07-09 for Lotus Phore:952.227.1160 Woods Subdivision for 11 lots and 1 outlot with a variance to allow a 50-foot right- Fax:952.227.1170 of -way as shown on the plans dated received May 4, 2007, prepared by Otto Finance Associates, subject to the following conditions: Phone:952.227.1140 Fax: 952.227.1110 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 Park A Recreation wetlands. All wetlands and wetland buffer areas shall be protected by silt fence Phone:952.227.1120 during grading. Wetland buffer areas shall be preserved, surveyed and staked in Fax 952.227.1110 accordance with the City's wetland ordinance. The applicant shall install Recreation Center 2310 Coulter Boulevard wetland buffer edge signs, under the direction of City staff, before construction Phone:952.227.1400 begins and shall pay the City $20 per sign. Principal structures shall maintain a Fax:952.227.1404 setback of at least 30 feet from the wetland buffer edge; accessory structures shall maintain a setback of at least 15 feet from the wetland buffer edge. The Planning A Natural Resources wetland buffer and wetland buffer setback shall be shown on the plans. Phone: 952.227.1130 Fax: 952.227.1110 2. The SWPPP shall be revised to address all items that are unchecked in the Public Works Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to 1591 Park Road the April 11, 2007 letter to the City from the Carver SWCD. Phone:952.227.1300 Fax:952.227.1310 3. Stable emergency overflows shall be provided for the proposed pond on site. Senior Center The emergency overflows shall be clearly labeled on the plan and a detail Phone:952.227,1125 shall be provided. Fax 952.227.1110 Web She 4. All riprap/fabric at the flared end section shall be installed within 24 hours of www.ci.chanhassen.mn.us flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 2 of 5 Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/1/2007 must be replaced at a rate of 2:1 diameter inches if removed. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 3 of 5 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block I 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type H C" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 4 of 5 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 5 of 5 enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer. 36. Sheets 2 through 12 shall be revised to reflect the adjusted property lines. 37. The applicant shall work with staff to realign the street connection to Fox Hill." You must submit final plat documents at least four weeks before the City Council meeting in which you wish to be heard for final plat approval. Enclosed is a checklist of items needed for final plat consideration. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaff @ci.chanhassen.mn.us. Sincerely, Sharmeen -Jaff Senior Planner Enclosure c: Jon Lang, 640 Carver Beach Road Constance Cerilla, 650 Carver Beach Road Robert Amick, 561 Fox Hill Drive, Chanhassen Paul Otto, Otto Associates ec: Joe Shamla, Project Engineer Jerry Mohn, Building Official g:\plan\2007 planning casest07-09 k ws woodAipmal lotta prelim. plat.doc ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: 1. Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs I. Engineering, surveying & inspection I. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (81/2" x 11"), and a digital copy in .tit format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 gAengVo"s\linal plat submittal.doc c Todd e/Jill — t'��� Lotus Woods was submitted for final plat approval June 28, 200T"-rv1 for the October 22nd City Council Meeting. Please review these conditions of approval and reply to Sharmeen by October 8d' with one of the following CITYOF �� responses to each condition: Still has been met, has been modified as t/ applies, 1`'r� CgANgASSEN Mr' Paul Eidsness follows... 4395 Trillium Lane West 7700Market Boulevard Minnetrista, MN 55364 PO Box 147 Chanhassen, MN 55317 Re: Lotus Woods —Planning Case 07-09 Administration Phone: 952.227.1100 Dear Mr. Eidsness, Fax: 952.227.1110 Building Inspections This letter is to formally notify you that on June 11, 2007, the City Council adopted Phone: 952227.1180 the following motion: Fax: 952.227.1190 Engineering "The City Council approves the preliminary plat for Planning Case 07-09 for Lotus Phone* 952.227.1160 Woods Subdivision for 11 lots and 1 outlot with a variance to allow a 50-foot right - Fax. 952.227.1170 of -way as shown on the plans dated received May 4, 2007, prepared by Otto Finance Associates, subject to the following conditions: Phone: 952.227.119 Fax 952 227 1110 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 Park & Recreation wetlands. All wetlands and wetland buffer areas shall be protected by silt fence Phone: 952.227.1120 during grading. Wetland buffer areas shall be preserved, surveyed and staked in Fax: 952.227.1110 accordance with the City's wetland ordinance. The applicant shall install - Recreation Center wetland buffer edge signs, under the direction of City staff, before construction 2310 Coulter Boulevard Phonea52227t4W begins and shall a the City 20 r sign. Principal structures shall maintain a !� pay Y $ per �• P Fax:952.227t404 setback of at least 30 feet from the wetland buffer edge; accessory structures shall maintain a setback of at least 15 feet from the wetland buffer edge. The Planning & wetland buffer and wetland buffer setback shall be shown on the plans. Natural Resources Phone: 952,227.1130 Fax: 952.227 1110 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to Public works 1591 Park Road the April 11, 2007 letter to the City from the Carver SWCD. Phone: 952.227.1300 Fax: 952.227 1310 3. Stable emergency overflows shall be provided for the proposed pond on site. Senior center The emergency overflows shall be clearly labeled on the plan and a detail Phone:952227.1125 shall be provided. Fax: 952.227.1110 Web Site 4. All riprap/fabric at the flared end section shall be installed within 24 hours of www.ci.chanhassen.mn.us flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 2 of 5 Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/1/2007 must be replaced at a rate of 2:1 diameter inches if removed. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 3 of 5 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type $ C" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 4 of 5 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest comer of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to Mr. Paul Eidsness Lotus Woods — Planning Case 07-09 July 2, 2007 Page 5 of 5 enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 36. Sheets 2 through 12 shall be revised to reflect the adjusted property lines. 37. The applicant shall work with staff to realign the street connection to Fox Hill." You must submit final plat documents at least four weeks before the City Council meeting in which you wish to be heard for final plat approval. Enclosed is a checklist of items needed for final plat consideration. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaff@ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure c: Jon Lang, 640 Carver Beach Road Constance Cerilla, 650 Carver Beach Road Robert Amick, 561 Fox Hill Drive, Chanhassen Paul Otto, Otto Associates ec: Joe Shamla, Project Engineer Jerry Mohn, Building Official gAplanQ007 planning cau W-09 lows woodstaproval letter prelim. pla[.doc 01-09 City Council Meeting - June 11, 2007 06 until June 25, 2007. All voted in favor and the motion carried unanimously with a vote of 5 to 0. LOTUS WOODS SUBDIVISION; LOCATED SOUTH OF FOX HILL DRIVE, EAST OF 11 SINGLE FAMILY LOTS AND 1 OUTLOT WITH A VARIANCE TO ALLOW A 50 FOOT WIDE STREET RIGHT-OF-WAY. Public Present: Name Address Karen Lokkesmoe 581 Fox Hill Drive Bob Amick 581 Fox Hill Drive Mary Borns 7199 Frontier Trail Steve Donen 7341 Frontier Trail David Igel 501 Big Woods Boulevard Paul Otto, Otto Associates 9 West Division Street, Buffalo Kate Aanenson: Thank you Mayor and members of the City Council. This application before you is to subdivide 7.6 acres into 11 single family lots and one outlot and it includes a variance for a 50 foot wide street. The subject site itself is located on Lotus Lake, adjacent to Carver Beach Road. The Planning Commission held a public hearing on this item on May 15a' and did recommend 6 to 1 to approve the development. The property itself includes 4 underlying parcels and it's staff, working with the property owners, it's always best and trying to do a lot, work together with the property owners. This property at one time was one parcel. That was split off last year so a portion of that parcel, into 3 property owners. So the applicant, the function that they have is ... is that they're neighbors and the layout of the property itself works out better as far as ... any extractions and just a better layout. In looking at the overall acreage, the density of 1.4 to 1.6 is in the density range, they're on the lower end that is allowed on residential single family. Typically in a residential single family it's closer to 2 units for most. The plat itself as I mentioned includes 11 lots. The larger lots are the existing homes which will remain adjacent to the lake, and then the additional 8 lots adjacent to Carver Beach Road. The applicant's requesting a variance to the 50 foot right-of-way. When we did the Big Woods subdivision, at that time staff anticipated as we tried to ... did provide a stub street. In working with the property owners at that time and considering that they did keep their homesteads... to the west and coming off of Carver Beach Road. So keeping with existing prevailing development patterns, street widths, including Big Woods, the staff did recommend the variance for the 50 foot wide right-of- way. All lots do meet the minimum lot area and depth. I'm not going to spend a lot of time on the plat. The lot width itself, it does have the 60 foot box triangle which was an issue and I'll go back, circle back to some of those comments. There is a wetland on the site. Outlot A. It's heavily wooded around that wetland itself. There is no impact proposed for the wetland and I'll talk a little bit more about the preservation of that itself. When this plat was platted it showed additional foot and a half as you recall we recently changed our wetland buffer so the wetland it will be reduced just a foot and a half to be consistent with the new wetland regulations. And that 9 SCANNED City Council Meeting - June 11, 2007 would affect just for a little bit of the buffer on Outlot A. 8, excuse me. The lake itself, all the lakeshore lots are in compliance with the lakeshore but there is one existing accessory structure that's on the property that's in non-conformance but it's a legal non -conforming. Grading and drainage. There was a lot of issues brought up on this at the Planning Commission regarding where the drainage is flowing. I'll go through this briefly and if there's some more technical questions, I'll ask it for the engineer. This is the existing property area and where it's draining to right now. So a lot of the drainage right now is going into the lake. So with the proposed development there will be a storm water pond that's taking up all of this. This is going into the lake and this is going into the wetland, so actually improving the pre-treatment of the water in this area by creating a storm water pond which is located on Lot 7... And the question that was raised by the neighbors was the concern of the overall area, the pre-existing, it doesn't have a storm water pond. This project itself is not increasing that portion of it. We're looking at a larger pond in this area to treat that water and that's in the works right now but that's separate from this project itself. There is a retaining wall, actually 3 retaining walls along the storm water pond. Two on the north, one for the pond, and one on the south side of the pond. And there will be easements around that... Councilman Peterson: Kate, how close is that house going to be to that pond? Kate Aanenson: That's the box itself. If you look at the plan of the house, that's a 60 by 60. They showed house plans for all that. The storm water pond, it would be about 30 feet. If you reduced it, if you went the entire length of that. The house coming out ... this is the entire buildable area. This is the 60 by 60 box... Councilman Peterson: Okay. Councilman Litsey: Kate, is that pond going in at the time of the development? Kate Aanenson: Correct. Councilman Litsey: And water eventually will hook into, not to jump ahead of you, but that will eventually hook into the improvements the city's going to be making down the road to the drainage? Kate Aanenson: You want to answer that? Paul Oehme: Sure. We're designing that pond to facilitate future connection to the regional pond in this area, if and when we can oversize the existing pond to handle the capacity for this development. Councilman Litsey: That's the pond across Carver Beach Road. Paul Oehme: Right. Councilman Litsey: Existing now and behind Big Horn Drive, in that area? 10 r :A. a City Council Meeting - June 11, 2007 Kate Aanenson: Right. Did you want? Does that answer your question? There is an issue regarding, there was, there is a berm along here. There was some additional runoff... This is picking up their own water so it's not going to affect that part of it. There are utilities for the site. Sewer and water, I'm not going to spend a lot of time going through that. I did talk about the street variance. Again that would be a Fox Hill Drive and Carver Beach Road and Big Woods and why we recommended the 50 feet, because that's the prevailing right-of-way that was developed in that area. And the parks and trails, the park commission looked at this regarding, there's not a lot of sidewalks and trails in that area. They didn't look at ... additional sidewalks at this time. They also felt that there was adequate parks in Carver Beach providing for that, but park commission, as well as the park director felt strongly about preserving this Outlot A. So when this plat originally came in there was a lot on there so through negotiation and meeting with the park commission who visited the site and worked with the property owners, is acquiring Outlot A and the calculation for the acquisition was... through the wetland itself. •It's just the upland and that's where the significant amount of trees were, but it's intended to be a preservation area. So as part of the extraction, as far as taking land ... buy that property. Excuse me, instead of taking cash, they'll buy the property with that. Mayor Furlong: And it's going to be that Outlot A will be dedicated to the city as a part of the subdivision. Kate Aanenson: Correct. It will be the property of the city. And at one time they were looking at some improvements in the stormwater pond. In order to do that you'd actually omit some of the trees so it's kind of a self defeating thing so in the end we decided just to accept the property. On page 14 of the staff report, it's the compliance table of all the lots. Also you see the maximum coverages so all the lots are in compliance. Modifications reflect the 60 by 60 square. On the plans before did show house pads. I don't want to split hairs but there's a technicality in the interpretation of whether it's a box or plan or a square but the builder did show plans. One of the issues that was also brought up at the Planning Commission was architecture review on a single family home. We don't do architectural review unless it's a planned unit development and they have specific architectural control. We did do that on Big Woods and typically what we know is value of the lot that's going to affect the home price so ... half million, $750,000. So what we included also in your packet under the findings for the subdivision and then also the Findings of Fact for the variance. Then I did want to go back to the beginning of the staff report. There were some other issues that were raised by the homeowners. I'm not going to go through all them. They were detailed in the staff report. I'll just highlight a few, and if you do want me to go back to the other ones, I'd be happy to do that. We did talk about concern about additional runoff into Lotus Lake and the impacts to Lotus Lake itself. There was concern with discharge. I believe that... specific questions on that again have been addressed through the engineer. There were some questions on rain gardens and 90% of storm water, and they can't make those numbers work, but certainly the fact that we did acquire, use the park extraction to acquire the Outlot A says a lot about trying to preserve some of that. Then there's an issue on lot sizes. Again it's on the lower end of the density, 1.4 to 4 units an acre. It's 1.2 to 4 is what we require ... 1.6 acre which again is pretty large lots. And again there's one that's just slightly over 15... in excess of the minimum. The proposed road is directed toward an existing house. There was a neighbor that did provide, if you're coming up this street where the car lights shine. If I can have you zoom in on this, just this portion of it. Again so if you're coming... the car lights 11 City Council Meeting - June 11, 2007 shine in. And they would like to see the road realigned. We asked the engineers to do that. We think that can be accommodated. One of the recommendations here ... there is some significant trees in this area. This lot is oversized. We think we can make that work without getting, this would be the area ... Outlot A and not have to make that lot bigger... then it's taking away from the what we're trying to preserve. So I think we can have that accommodated. Again for the record, between preliminary plat and final plat changes are made based on what you recommend tonight so if it came back for final plat, this may be one of the changes and we would note that in the minutes so it would change if that's your recommendation but we believe that can be accommodated. Another question too about lighting. Additional street lights... engineering can maybe make a couple comments on that. It is the policy to have street lights and we did put that in that report and we did want to put the street lights in per policy. Paul Oehme: Sure. Real quickly there are, staff has recommended that we install 2 street lights, one at, the two street lights would be at the intersection of Fox Hill Road ... and the Carver Beach Road. At the intersection there. We typically we just put street lights in as needed basis at intersections. This is like the intersections that we'd be using, you know traffic, public trying to see where the streets are, those type of things. There are street lights at the comer of Big Woods currently and Carver Beach and then also at the intersection of Big Woods. Kate Aanenson: Right through here. Then the other question was regarding traffic, in the area. Additional traffic in the area. Based on the size of homes, that may generate some other services, that there'd be more trips. Paul Oehme: Currently we did on June 4`s we did take an active count out on Carver Beach Road. There's about 300 trips per day on Carver Beach Road, between Fox Hill and the next road ... because they're both narrow, and 8 additional lots is ... minimal impact. Additional trips in this area so approximately 80 additional trips for... Kate Aanenson: And then finally, the last comment I was going to address was the 60 by 60 pad. We did show those on there. What was on the other one, as I said before, was approximately location of the house. Again a house is generally not built in a square. But what the yellow shows is additional buildable area. For example on Lot 8, I mentioned there was a wetland buffer here so that's a ... buildable area. For example there's an easement over the storm water pond but there is additional... outside the 60 by 60 for a patio, those sort of things. So they do meet all the requirements of the zoning district. So with that, the Planning Commission and staff is recommending approval with the conditions in the staff report and I'd be happy to answer any questions. Mayor Furlong: Thank you. Any questions for staff at this time? Councilman Litsey: Kate, my concern has to do with the storm water pond. And it's capacity and I'm just wondering if we're not putting this project, cart before the horse so to speak in terms of, until that storm water pond is in place and what Kate you're saying is this is going to go into the existing pond across the street. Across Carver Beach. Kate Aanenson: No, it's not going to. No. This is the pond up here. 12 City Council Meeting - June 11, 2007 Councilman Litsey: Right. Kate Aanenson: So that's where this water is going so actually if you compare it to where it was going before, a lot of it was just sheet flowing into the lake and into the wetlands. There is a berm here ... reduce the amount of sheet flowing into the lake... Councilman Litsey: But it makes, this is the plan though, to take some of that water out of that storm water pond into that more natural pond across the street, then it would flow into there ... and then come down the ravine. Kate Aanenson: It can in the future but this also can function independently of the two projects. Councilman Litsey: So there's no chance that it's going to flow out and channel down the road...? Kate Aanenson: Do you want to address that? Councilman Litsey: My concern is Lotus Lake's already got water quality issues and if that were to occur, that's going to be pretty unfiltered water when you have an opportunity here to have that water going to an existing pond first to be filtered. Kate Aanenson: That's how it is right now. But we're sending it to a storm water pond. Right now it's sheet flowing across untreated. So with this subdivision, what you're getting, the benefit that you're getting is a storm water pond. That's what you. Councilman Litsey: Now it's natural ... you know this is going to be channeling, well changing the whole make-up of it and what I'm concerned about is this development going in, and I'm not against the development per se. I just think it's premature to approve this until that storm water pond can connect with the existing pond across the street. If that were to take place, then I don't think I'd have a problem with this, but I think that in my opinion we should hold off. Kate Aanenson: Right, well, I'll let Paul. Paul Oehme: To answer it real quick. The pond's been designed for this development. It's designed like any other NURP pond that we put in in the community. It's designed for rate and water quality control so by itself this pond will treat the development as it's proposed here tonight. Again the outlet to the pond will be directed into, currently it's designed to direct into a ditch along Carver Beach Road and then into the drainageway to Lotus Lake. And that area we feel has the necessary capacity to handle the flows from this development. The issue, the over sizing the regional pond in this area, you know would, you can get, it's nice, from a city standpoint, a maintenance standpoint, it's nicer to put storm water into regional ponds for maintenance purposes and for water quality purposes, but this pond and the drainage into the proposed pond for the development meets all of our requirements for storm water quality and rate control so. I don't know if that answers your question or not. 13 City Council Meeting -June 11, 2007 Councilman Litsey: Well it answers it but it just seems to make a lot more sense if we're looking at protecting the water quality in Lotus Lake, which is already... why don't we everything possible to try to filter the water as much as we can. We're got a regional pond right across the street. The City's making improvements to it next year. Wouldn't it make a lot more sense ... put it in there and then go forward at that time. I mean have Jill and Lori looked at this for environmental and water quality... what their recommendation, I don't know. You tell me I guess. Kate Aanenson: Well I think Paul just answered the question. How we have to look at it, what our rules say is does it meet the requirements of the storm water, and it does. In a perfect world and if we don't have that pond sized because that's a pre-existing condition that it's not being pre- treated, so we have to go back and solve the bigger problem with a lot more study to find out what size we need that. What if we get it to such a size it can't handle additional water on the other side. We're hoping it can but those are all part of the study, so to tell this person to wait until they may or may not be able to put their water in when they are managing their water. It meets the requirement of the law, that's what we're saying, that if it meets the intent of the law, that we would recommend approval because they are managing their storm water within the regulations of the city. Councilman Litsey: ...disagree but I think there's a better solution and maybe you have to look at the greater good there. I think for development, if they waited, that pond could handle it. The regional pond, I think that would be... Mayor Furlong: Let's continue with questions for staff at this point. If there are any others. If not, is the applicant here this evening? Is there anything you'd like to address the council on? If you'd like to introduce yourself... questions, either one. Paul Otto: Good evening. I'm Paul Otto with Otto Associates and I'm representing the applicants in this case. They are here as well if you want to talk to them. And I can clarify a little bit on the pond, if you would like and somewhat on the design... We did work pretty hard with the staff back and forth on where should the pond outlet. Those type of issues. We first wanted to do this, what you're saying there, is incorporate it into the other pond. However, at this time the pond does not have the capacity for our site so we looked at okay, well we're going to have to do it internally. Obviously it takes away some of our area so that wasn't something that we were real positive on doing but working with staff we came to the conclusion that a storm water pond ... to outlet across to the other storm water, and then across Carver Beach Road into the ditch... that pond can handle the subdivision. I think it's in the city's best interest one, to have this storm water pond there to begin with. It reduces some of the strain on that. It can be piped into that other pond very easily, either through piping and/or re -grading so it was looked at pretty in depth here. Staff about how to deal with this. I think you're getting to probably the best scenario that we could for your storm water. I mean in a perfect world it might be a little better to put it in the other one but we are treating it so, I don't know if you have any other questions but I can answer those if there are any. 14 City Council Meeting - June 11, 2007 Councilman Litsey: Well I don't agree with the statement in a perfect world because I think we have the opportunity... delay the project a little bit but it's in the best interest of the city to preserve the... Councilman Peterson: Just to clarify, you said that if it's determined that we can't fit it into that other pond ... now or? Paul Oehme: Yeah, we preliminary looked at it from a staff perspective and there's wetland issues out there. There's treed lots that would have to take place. There's a bunch of grading that would have to take place. We haven't completely modeled the upstream watershed either so we don't have a good feeling for exactly how much, how much we need to oversize that pond at this time so there's quite a lot of ifs out there in my perspective. Councilman Peterson: So if we ultimately decide that it can fit in there ... pump it in there? Paul Oehme: No, you should be able to pipe it in there. Paul Otto: Our storm water's coming across and we have a... I don't know all the particulars of that pond so I can't say for sure who exactly you're getting into it, but just looking at some of the elevations, it looks like it should be relatively, just piped, not pumped. Paul Oehme: That does have piping proposed in it's development and we concur with that. The outlet, the storm water pipes that are being proposed, they can easily be used in the future if we want to direct movement, storm water into the existing pond. Mayor Furlong: In terms of the, Ms. Aanenson talked about the possible realignment of the road. Is that something that you think is doable without going back into Outlot A? Paul Otto: Yeah, we have looked at that and we can, we've got something submitted on there. I don't know if we can move it exactly as far as the resident proposed but we moved it as far as we can ... and stay within the 15,000 square feet. Mayor Furlong: Okay, good. Any other questions for the applicant at this point? If not, okay. Thank you very much Mr. Otto. There was a public hearing held at the Planning Commission. We received copies of the notes. We have the verbatim comments made by interested parties at the Planning Commission so I don't want to re -hash the public hearing but I don't know if there have been changes to the plan here that, there's a desire for public comment by anyone. If there is, I'd invite them to come forward at this time. Mary Boms: I'm Mary Boms at 7199 Frontier Trail and I am a member of the Citizens Advisory Council for the Riley -Purgatory -Bluff Creek Watershed District, as well as a board member of the Lotus Lake Clean Water Organization. And in looking at this plan, I'm questioning if I was subdividing it and wanted that pond to be most efficient, I would put it at the lowest... and have it grab water from all of the lots, similar to what they did at Big Woods. Big Woods runs through here and their pond, which has a fountain, is located approximately here so all the water is ... to the one pond. And it looks to me, and I think Kate, what Kate is saying is that all of this water 15 City Council Meeting - June 11, 2007 goes into the lake, as it has for years. So they're not improving and if they have a chance to make improvements and they're not doing it, then these other lots runs through this way which my memory, I'm not sure that this is the low gravity point for this number of lots. ...higher than down here and if there isn't a back-up plan available in the future for this, and it overflows, then does it flood the houses adjacent to it or, I mean I assume that that would flow into the lake from that pond one way or another if it's not vacant but if I was planning this, I would put the pond, even though this is private property, I would put it in the lowest point so it... And let's see, my second thing on here is, Bob Obermeyer from the Barr Engineering which has done some reports for the district and for the city and he had commented that the district needs to approve if there's over 1 acre of disturbed or altered land and so has this been approved by the watershed district? Kate Aanenson: ...they won't approve it until we get official ... it is a condition of approval. Mary Boms: Okay. Mayor Furlong: So that's something that occurs between preliminary and final. Kate Aanenson: Generally they will not approve it until... Mary Boms: Okay. Kate Aanenson: All properties, subdivision, that is a recommendation... Mary Boms: So there's a copy at the watershed district? Kate Aanenson: That's correct. Mary Boms: Okay. Kate Aanenson: ...copy of distribution for all agencies... Mary Boms: I know that the district is trying to make a positive effort with all the, with the cities of Eden Prairie and Chanhassen which there are 12 lakes in the district are, between the two cities and so I'm sure they'd be, it may have made more sense to look this over with them before all the plans were drawn up but at any point it's good they'll be reviewing it so that was one of my questions. And so does this meet the standard where Bob Obermeyer had said that the rates of runoff need to be kept to the existing rates and ... urban runoff standards for 2 inches of rain. Kate Aanenson: Yes it does... If you look at all the rates, all the... that's where they're draining into the lake. So what we've done is reduce what's draining into the lake right now ... so everything in here is being treated. On these 8 lots and then what... Mary Boms: Is it possible to put in a pond in one of these pre-existing homes? Kate Aanenson: We haven't done ... if someone wanted to do it... IV City Council Meeting - June 11, 2007 Mary Boms: And is this by gravity, is this lower than the elevation is, this pond? Kate Aanenson: All the water's going into this pond... Mary Boms: And you've mentioned that they haven't done a SWM report. They haven't done any modeling on the water, the amount of water and the direction that it will flow. Paul Oehme: Well they've modeled the development itself. We have not completed our models or the upstream model of the existing pond. Mary Borns: Is it the SWM model or SWMP model? Paul Oehme: Well we use the ... CAD. There's several different models you can use for it. Mary Boms: You use what? Paul Oehme: Hydro CAD. Mary Borns: Hydro CAD. Okay, because it seems like the SWM model is the most advance software possible where they can. Paul Oehme: Yeah, XP SWM is one model and the Hydro CAD's another model. They're both approved. Mary Boms: And so our concern is just that they do this up to these national standards because we do, we are making major efforts to get Lotus Lake off the 303D list where we have a D rating and so the Lotus Lake Clean Water Organization, we've been to numerous meetings and are working with the watershed and have proposed a 10 year plan to try to clear up the lake and we're just trying to make sure at the same time that we're not moving in the opposite direction with other efforts throughout the city. And that's it. Thank you for your time. Paul Oehme: One note of clarification too. We did, staff did look at putting a pond in the lower lots, Lots 1 through 3. There's limited area to put a pond. The grades are somewhat significant in this area and also the back yards of these lots are encumbered by sanitary sewer with a utility easement through there so typically we try to avoid putting a pond over those type of utilities. Kate Aanenson: Is that pretty ... lots along the lakeshore there. Do you have that... Mayor Furlong: Okay. Steve Donen: Steve Donen, 7341 Frontier Trail. Just a general comment about kind of a mass balance, and maybe you can guys can help me with mass balances here. Just if you, for my simple mass balance and I'll start out from the studies that have gone on, impervious surface is when you go, do and develop land around lakes or watersheds the, before development occurred there's a general rule about 90% of the water gets infiltrated into the ground and about 10% of it 17 City Council Meeting - June 11, 2007 goes into the watershed or into the lake. Okay, that's what generally happens if there were no homes, no development, no cities around any sites. Okay. So with that said, they also have done the study that showed once you do do development and you develop the watershed and you put all the impervious surfaces in, that about 50% of the water now flows into these watersheds, without being infiltrated into the ground. Okay. So even though you guys say there's less water going into Lotus Lake, the only thing you've done is, you've created more area with less pervious. You have done that. So more water has to go somewhere, okay. It doesn't get infiltrated. It just has to, it's a fact. Okay. And it all does go into... It just goes a different route. Okay. Paul Oehme: Correct. Steve Donen: Okay. The other thing is is that if you look at what's happened over the years to like Riley Creek, Bluff Creek, the watershed district is going to spend millions of dollars to fix those creeks up because as cities are developed, and you guys in Chanhassen's one of those cities that affects that. Now the water that flows into those creeks now has gone up and it's gone up a lot in the modeling, from the SWM models has shown it's even going to go up even more. Okay. So my issue here is, I mean you guys are right. You've followed all the rules and the staffs done a great job on this whole analysis. They really have. It's a lot of requirements on the developer and I'm hoping that the developer follows them all and we do a nice job of inspecting to make sure he does, but in the end this is either going to go into another creek or it's going to go into this ditch I heard you say. That's the ditch right? Okay. Well that ditch is now going to take some more water. Okay. It's going to take a lot more water. Okay. Going into that ditch. So I ... stand here fooling ourselves thinking there's no more water going into Lotus Lake. There is more water going into Lotus Lake. It has to go there. There's only one place it can go to because it can't go into the ground. Yes, it's going a different direction but it's going in, okay. So I'm glad that we have this storm water pond out there. That's good and I'm glad to see it. I'm glad to see we left our undeveloped area with the trees and stuff, that's really good too. And the water that is going into the lake, directly into the lake now is less so that's good. But it is all the same amount of water that's going in. Actually more. I'm sorry, more is going in. You can do a simple mass balance on it. If I have 100 pounds of water fall in this area, before it was developed 10 pounds of it was going into Lotus Lake. The other part was going to get infiltrated into the ground. Now I'm generalizing. I know we have clay soils and all that kind of stuff so it's a little different okay, but 50 pounds are now going to go in. As far as extra water's going to go into the lake in the developed area. Impervious ground, okay. So that's just a study. Just general... okay. But it is more, okay. And we need to be aware of that when we start looking at these things. The pond should help with the phosphorous levels but we need to do models to make sure we get the flows right. The flows are bad. Lotus Lake went up 17 inches in one day. One day 2 years ago. ...5 1/2 inch storm event okay. So the water in Lotus Lake is getting there faster and the speed is just as important in that ditch, right, as the... Now I understand the pond will have an outlet on it that's probably limited size so it doesn't do the ditch too much damage, okay, so I'm sure that's right. But I challenge the City Council to think of other methods in the future because right now we don't have regulations and I've got the staff report response, the findings and I can't argue with those, but I strongly recommend that you start with your staff. Ask your staff to start working on recommendations around rain gardens, okay, because that's the solution that helps. Okay. Not putting curbs in. Putting in rain gardens now. Like you do i IJ City Council Meeting - June 11, 2007 the excavating now to get the slopes right and in the future. Now we can't right now because we don't have regulations or the proper design, recommendations in place so I challenge you all, ask your staff to please start to look at setting up regulations and guidelines for the proper use and management of rain gardens in future development opportunities, okay. Otherwise... So that's all I have to say. Mayor Furlong: Okay, thank you. David Igel: Good evening. My name is David Igel. I live on 501 Big Woods Boulevard and I just wanted to say up front that I'm not opposed to good development at all. As a matter of fact we had developed with the help of Mr. Otto's firm, Big Woods on Lotus Lake on the south side. I live on the very last lot. I'm not sure if there's a large enough scale that shows that or not, and that's okay if there's not but, okay. I live right there. The creek as it comes through, or drainage ditch, depending on who you kind of ask, comes right through my yard and in the -storm event that we had that was just referred to, it came through my yard and through my house and did several tens of thousands of dollars in damage and I think we had done that right, that had actually been before you folks just as a resident on a previous division that was up just north of Highway 7. What I would just implore the City Council to look at, and I talked to the staff about it before, is the timing of reviewing this pond that we're talking about as a possibility as a NURP pond, for a couple reasons. The first is, in this area here there's a great grove of trees and you know trees, I did notice in the previous version of the staff report, and I think as it went before Planning Commission and perhaps this is the same one I just didn't catch it but, but it was noted by the city staff that if there was some movement in that plan upward that that water could be dealt with different, it would save a substantial amount of trees which are pretty important in that corner. If that can't be done, I think, I'm sure that it meets the guidelines but you've got a real storm water issue and I don't mean just when you get the 12 inches of rain in the 2 hours or whatever it was that we were hit with. The ponding around there, the water just flowing completely unfettered through the streets. There's no storm sewer there. No ditches there. No rain gardens, which I think would be an excellent example. I don't, I'm not implying that this project should be held up. What I would love to see the City taking the more rapid approach to that because there continues to be property damage. I just had a conversation with a gentleman at the end of Big Horn who had substantial property damage. It's erosion on a daily basis and its not good for the lake, the people and sometimes people's hands are tied who can do things with private property, hands are tied in terms of what they can do. So if there's anything that could be done to move that up. Take a closer look at it. Again I don't want to say that this project should be delayed for it but if there was a better solution that could be found, you could preserve a much better look in the trees. This is a high point. I'm sure it's been looked at and modeled but by the looks of what I've seen in the sketches, my concern would be living in these houses here too. If it overflows beyond what's accessible through the ends or the emergency overflows, it's going right into those guy's house. The other thing that the gentleman just before me had said, it's treated water. Certainly having gone from the hard surface and being treated in this pond, then into a ditch and then into a creek or a drainageway, which I know the city has done some work there replacing some of the shores that had been eroded but I think you've got to take a fast look at check dams. At multiple ponding throughout. I'm certainly no expert on that but living right there, watching the creek all day, every day. Well, I try to get something more productive done than watch the creek I guess but living there and seeing the creek where it used to be after rain 19 City Council Meeting - June 11, 2007 events things would kind of slowly taper down. That rain, that water comes just blasting through there and I think less and less is preventing it and more and more gets washed out so I would just ask the council for not just my home and property and lakeshore but for Lotus Lake, and I'm sure there are several other lakes that are facing you know similar impact and that would be the one thing I'd really, really ask you to take a serious look at and you know if there's anything that I can do as an impacted resident that would help would certainly be happy from that perspective. Thank you. Mayor Furlong: Thank you. Mr. Gerhardt, Mr. Oehme, any comments on the timing of that, look at that more regional scoping study? Todd Gerhardt: As Paul mentioned this is not an easy project. We haven't completed the modeling. We need to look upstream for potentially additional capacity. It's our number one priority coming into 2008. We'd love to get an engineer on board to start completing the modeling. Get some plans and specs together here hopefully by December -January to get good bids and get it started this coming spring. It's our number one priority. Mayor Furlong: So in 2008 you're referring to actual work being done. The construction. The planning would occur this year? Todd Gerhardt: Well I don't want, I don't want to speak for my staff. Depending on what the findings are. You know that would be our number one goal. But depending on the findings you know, it depends. But it's definitely something that is a concern. Mr. Igel has a problem and on those large rain events, it goes right up to his house and we do have a sewer line that goes through that area also so we have to make sure that that, we did correct that area. But it's our number one priority from a storm water standpoint for going in 2008. Mayor Furlong: Okay, thank you. Anyone else in terms of just public comment on this project? Steve Donen made a comment from the audience that was not heard on the tape. Kate Aanenson: I just want to add one thing as Steve mentioned. ...and Paul talked about Dogwood ... is working through design issues and who's going to get the bigger impact of it and that's... That's where it takes a lot more time so we certainly understand... Mayor Furlong: The engineers can't just do whatever they want to? Paul Oehme: Not in this town. Mayor Furlong: Not in this town. And in which town can they? Haven't found it yet? Todd Gerhardt: Kate brings up a good point. I mean we just got done with the Dogwood hearing here and it's going to take a community effort on this and if we need an easement or expand the boundaries of our storm water ponds, we have to work with the residents in that area to make sure it's accomplished and you know, we've got a great staff. Lori and Paul and Kate are great with working with neighborhoods. You heard it from the Dogwood people and that's what 20 City Council Meeting - June 11, 2007 we'll do on this project also. But the first thing to do is to model it and determine what the flows are and where they're coming from and where you need to put the ponds. And then get a contractor in there and start working on it. Mayor Furlong: Alright, thank you. Any other public comment? Okay, thank you. Appreciate that. Any follow up questions for staff? We've talked a lot about storm water and quality and quantity. The rate of flow or the quantity of flow and then the quality of the water, and I think getting back to Councilman Litsey's issue, as I understand it, and if I'm misunderstanding just let me know but rather than treating the water here in the pond, bringing it into the more regional when that's upgraded and approved. Is the design of the pond going to be any, going to create any difference in terms of the quantity or the quality of the water coming out if we do this as is being proposed here or if we, if we can size it to handle the capacity, do that down the road. And are the standards the same for what we're modeling against? Paul Oehme: Well it's always nicer to put drainage into larger regional ponding. We've heard that you know, Steve Donen mentioned that larger, that the phosphorous removal in larger ponds is more efficient than smaller ponds, but does the proposed pond for the development meet our standards and from the engineer's perspective they do. Mayor Furlong: And those are national standards. Paul Oehme: Those are national standards and standards that we've adopted. Mayor Furlong: And those are the standards we're going to be working with on the other projects? PaulOehme: Absolutely. Mayor Furlong: Okay. Paul Oehme: So the regional pond does help treat the water but the pond that we're looking at, the issue we have with that pond is the larger rain events. The 5 and the 6 inch rain events. Steve again mentioned that the 5 1/2 inch rain event. The issue that the lake bounced 17 1/2 feet was because that pond blew out, so we had a large inundation of water into that lake because that pond blew out. Now staff did repair that pond to it's best ability. We put some more rip rap in there and tried to stabilize those slopes but we tried to address it the best we can but the ultimate fix is to go in there, model it and make sure, and try to increase the capacity of that pond as best as we can. Mayor Furlong: Okay, thank you. Obviously an important issue, especially around all our lakes is storm water so it's good to see we're spending the time on it. Any other questions for staff? If not, how about discussion on the proposal before us. Councilman Litsey: Well I'll start out. As a property owner that will be impacted by the regional pond, I mean I'm going to do my part for the better good. I mean so when I speak here it could have an adverse affect perhaps on my property but I understand the significance of it for 21 City Council Meeting - June 11, 2007 water quality too so. I think we have an opportunity here to get it right. I think this project is premature. I think that the city and staff and the developer have done a good job of working through a lot of issues. The variance makes sense. The layout overall is pretty good. I think the storm water pond is a good thing. I think we need that even if it was going to go into the regional pond to help. I just think it's too soon. I think that if we move ahead and we take a close look or make it a priority to do some things with the regional pond and the developer comes back at that time and I'd look favorably on it. I just can't right now. Mayor Furlong: Okay, thank you. Other thoughts. Comments. Councilwoman Ernst, thoughts? No? Councilwoman Ernst: No. Mayor Furlong: Councilwoman Tjomhom? Councilwoman Tjornhom: For one thing that whoever did the staff report, I really appreciated the issues and questions raised section. That really I think helped a lot understanding. Kate Aanenson: Sharmeen. Councilwoman Tjornhom: Sharmeen. Thanks Sharmeen. I think it's a good project. I understand Councilman Litsey's concern but it does meet our standards right now and so for that reason I feel comfortable moving ahead and forward with it but ... I think this development has raised and brought awareness to everybody on the issue of the lake and the storm water and it was a good discussion tonight you know talking about it and realizing for everybody in the room that it is a priority and it needs to be a priority and we need to keep that momentum going and make sure that we clean up Lotus Lake a little bit more so with that I will move approve it. Motion to approve it. Mayor Furlong: Thank you. Councilman Peterson. Councilman Peterson: Really it goes back to the question I asked Paul earlier is, if the pond, if the pond we're talking about can, can move it's water into the regional pond, if we decide that that's the best, if we can do that later on, in a year or in 18 months or 2 years from now, then I don't see a reason why we wouldn't approve it because I'm at a loss, and you might help me. If we would build a pond exactly the same way this year or next year, and the question is whether we put a pipe in there, whether we can put a pipe in there, then what are we gaining by a delay? Maybe I'm missing something. Councilman Litsey: I think it's pretty clear from what's been said that the water quality would be enhanced if you could put it in the regional pond first. What's going to, I'm real familiar with the area because I walk through there a lot and what's going to happen is if that storm water pond overflows, even if it has high capacity, it's going to, it's not going to get filtered as well as it would if it went through the regional pond. And therefore affecting the lake quality more because if it goes into the regional pond first, it will get filtered. Then it goes through the ►#� City Council Meeting - June 11, 2007 spillway and down. Through the culvert but that's my concern and if it's only, if you're looking at next year. Councilman Peterson: So are you saying then that if, that the model say that we shouldn't put that water in there, that you wouldn't approve the project? Kate Aanenson: That's the unknown question. We don't know if we can put this water ... how much coverage will it take to make it work and so ... if they can handle another pond, then we've covered ourselves... Councilman Litsey: And like a lot of things we take a look at, I want to know that first. I want to know if that's a possibility. If it isn't, yeah then we've looked at that. Councilman Peterson: Roger, do we have any basis to turn it down? If they meet -our current ordinances. Roger Knutson: It's your judgment to make that judgment as to whether they meet code and ordinances. From what staffs saying, they've made a judgment that it does, but you'll have to make an independent judgment on that situation. Mayor Furlong: Okay. Any other thoughts? Councilman Peterson: No. Mayor Furlong: Okay. It's amazing we spent a lot of time on the pond because that was one of the challenges that I was having with this development but not as much for the reasons that we've talked about tonight in that to the extent that that pond is being designed to handle the water. To manage the runoff. The added runoff from this area and improve the quality of that water to standards and to improve quantity of water to our standards. Then to me the pond is functioning correctly and it can be engineered to do that, and we do this across our city everywhere else. All the water. I think Mr. Donen said, all the water eventually ends up in the lakes, right? And so it's a question of how it gets there and from an engineering standpoint, can they manage the rate at which it gets there and can they improve the quality of the water when it gets there. To the extent that this pond is meeting those standards, the same standards that will be applied at the regional pond and the uncertainty with regard to whether the regional pond will be able to handle this water without an intermediate pond or not, I'm struggling to say because of that pond itself, why we shouldn't approve it. It seems to meet our ordinances. It meets the requirements that we set out and the engineers have said that. You know my concern was more a part of the pond and how it takes up part of that lot but I think that's another issue and again from an ordinance standpoint, which is what we're reviewing, you know it meets our current ordinances. The overall it's a reasonable development. I think it's a good development in some aspects. Especially with regard to Outlot A and for my standpoint and so I asked Mr. Otto that question, if there is that realignment of that street, Ms. Aanenson, I think that should be accomplished as much as possible but I don't think we should intrude into Outlot A because that's on the wetland side and it's, but it looks like there's room to do that and so I think that's a fair accommodation to the neighbors to try to realign that road. We spent a lot of time on storm water. I think we've 23 City Council Meeting - June 11, 2007 covering that. With regard to street lights, I know that's been brought up. We talked about this, you know it comes with all the time but street lights are something that is our standard in the city and something that we want to put in when we can and so I think at those intersections, that should certainly be done. So overall I think it may not be perfect for everybody but it is, it's a development that meets our ordinances and that's a standard that we're asked to judge upon and if there are changes to those ordinances, then we should do that. Part of the challenge is, if we don't like the ordinances, would it be fair to this developer to come in who's developed a plan within the ordinance, to wait until we can change our ordinance so they have to redesign their plan and is that a fair and just process to follow so overall I think to the extent that I believe it does meet our ordinances, I think we should go ahead with the approval knowing that if the capacity of the regional pond allows this pond to flow into it first and back and we get some additional treatment for the area coming off this, you know that's certainly something we should consider to the extent it can and with that regional pond modeling, take a look at all the runoff in the area. There's a lot more runoff going through that regional pond than these 8 lots are going to be, and if this pond is managing 8 lots, then at least we know we're doing the best we can there and let's look at the regional ponds to do a lot bigger effect on water that's coming all the way up to Kerber Boulevard and down and a lot bigger area. So I think we should move forward this evening and understand the desire on everybody's part to do our best to improve water quality in Lotus Lake. I don't think that is for debate here this evening. The issue before us is does this development meet our ordinances. I believe it does and I think we should move forward. Any other comments or thoughts on this? If not, is there a motion? And I didn't catch what page it was on? Do you have a page number for the motion Ms. Aanenson? Kate Aanenson: It starts on page 16 of the staff report. Councilwoman Tjomhom: Mr. Mayor I'll make a motion that the City Council approve the preliminary plat for Planning Case 07-09 for Lotus Woods Subdivision for 11 lots and 1 outlot with a variance to allow 50 foot right-of-way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions 1 through. Kate Aanenson: 36. Councilwoman Tjomhom: 36? Okay, thank you. Kate Aanenson: ...look at the realignment of Lotus Woods Drive at Fox Mll... the realignment of the headlight issues. Mayor Furlong: To work with staff? Kate Aanenson: Yeah. Mayor Furlong: Okay. Kate Aanenson: That'd be condition number 37. Councilwoman Tjomhom: Condition number 37. RE City Council Meeting - June 11, 2007 Mayor Furlong: Thank you. Is there a second? Roger Knutson: And that includes adopting the findings? Mayor Furlong: Adopting the Findings of Fact? Councilwoman Tjornhom: Adopting the Findings of Fact. Councilwoman Ernst: I'll second that. Mayor Furlong: Motion's been made and seconded. Any discussion? Councilwoman Tjornhom moved, Councilwoman Ernst seconded that the City Council approves the preliminary plat for Planning Case 07-09 for Lotus Woods Subdivision for 11 lots and 1 outlot with a variance to allow a 50-foot right-of-way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions: A wetland buffer 25 feet in width shall be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Principal structures shall maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and wetland buffer setback shall be shown on the plans. 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: 25 City Council Meeting - June 11, 2007 Tyne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of 3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/l/2007 must be replaced at a rate of 2:1 diameter inches if removed. 26 City Council Meeting - June 11, 2007 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type C" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. 27 City Council Meeting - June 11, 2007 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to 28 City Council Meeting - June 11, 2007 enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 35. The site distance for turning onto Fox Hill Drive must be Verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 36. Sheets 2 through 12 shall be revised to reflect the adjusted property lines." 37. The applicant shall work with staff to realign the street connection to Fox Hill. All voted in favor, except Councilman Litsey who opposed, and the motion carried with a vote of 4 to 1. Mayor Furlong: Thank you everyone. Appreciate all your efforts. COUNCIL PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION. None. Mayor Furlong: If there's nothing else to come before the council this evening, we will be continuing our last item on the work session in the Fountain Conference room immediately following our adjournment. Is there a motion to adjourn? Councilman Litsey moved, Councilwoman Ernst seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 8:30 p.m. Submitted by Todd Gerhardt City Manager Prepared by Nann Opheim K► 6-7-09 3 CI'fYOF 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 6 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952.227.1404 Planning 6 Natural Resources Phone: 952.227.1130 Fax: 952 227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.2271125 Fax: 952 227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: June 11, 2007 SUBJ: Preliminary Plat to Subdivide 7.6 acres into 11 single-family lots and 1 outlot with a Variance to allow a 50-foot wide street right-of-way — LOTUS WOODS SUBDVISION — Planning Case 07-09 EXECUTIVE SUMMARY The applicant is requesting preliminary plat approval to subdivide 7.6 acres into 3 single-family lots and one outlot with a variance to allow a 50-foot wide right- of-way, Lotus Woods Subdivision. The site is zoned Single Family Residential, RSF. ACTION REQUIRED City Council approval requires a simple majority vote of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on May 15, 2007 to review the proposed development. The Planning Commission voted 6-1 to approve the proposed development. The summary and verbatim minutes are located in item la of the City Council packet. ISSUES AND QUESTIONS RAISED REGARDING THIS REQUEST: Issue: Lotus Lake Homeowners Association sent an e-mail requesting the city enforce ordinances. They are pleased with the amendment to the wetland protection ordinance. Finding: All ordinances are being enforced. Web site Issue: Lotus Lake Clean Water Organization sent an e-mail containing several www.oi chanhasssen.mn.us issues. They are as follows: City staff did an excellent job reviewing this subdivision. There are a lot of requirements being placed on the developer. Please emphasize that these requirements need to be well managed by both the developer and the City inspectors. The variance for a smaller road right-of-way is a good thing as it does reduce the amount of impervious surface for the storm sewer system to manage. So we support the variance as the Lotus Lake Clean Water Organization. {CANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Lotus Woods Preliminary Plat June 11, 2007 Page 2 Finding: Staff will ensure that the conditions of approval arc implemented. Issue: Since there is an increase in impervious surface, there will be an increase in loading to Lotus Lake in general. One-third will go to the lake as it does today off the existing homes on the shoreline. One-third will go to the outlot wetland being preserved as part of the plans, but it will have more water than it had in the past due to the impervious surface additions. The other one-third will go to a new pond that drains into the already stressed storm water system. This system is planned to be analyzed for capability and improvements next winter and improved in the summer of 2008. It is currently an over -stressed system and, as stated in the report, it is not known if the system will be capable of handling this additional run-off. So even though the report says infrastructure is capable of managing this, this is actually unknown. Finding: It is easiest to address this concern by subwatershed. The first one-third does drain to the lake. No additional volume or loading is anticipated within this subwatershed as a result of this subdivision. The second one-third does drain to the wetland/northwest portion of the site. The additional volume of stormwater will be negligible due to preserved tree cover and minimal grading within the subwatershed. Most of the area draining to the northwest is either rear yard area or park. Due to infiltration, evaporation, and use of water by trees and wetland plants, offsite impacts will be negligible. The final one-third drains to the pond in the southwest corner of the site. There are two concerns when considering stormwater. The first is water quality. Lotus Woods is providing a pond (which is properly sized for the watershed) to treat the water before it leaves the development. Water quantity is the second concern. The discharge of the pond in the Lotus Woods development goes to the ditch in Triple Crown Estates instead of into the pond. The peak discharge rates for the new pond will occur prior to peak discharge for the larger system, thus the new pond will not adversely impact existing conditions. Issue: Lotus Lake Clean Water Organization Recommendation: We recommend the city hold off on this development until the complete storm water system is capable of handling this additional run-off (being improved in 2008 plans). Why add stress to an already stressed storm water system and add that to Lotus Lake which already is an impaired body of water? We do support the development, we just want it done responsibly. Finding: Since Lotus Woods will not discharge to the larger system that is scheduled to be redesigned in 2007-2008, it is not necessary to complete any additional city projects before the Lotus Woods development is approved. That being said, future improvements to the larger system could be designed to incorporate the proposed storm sewer in Lotus Woods in the future if it is deemed beneficial to do so. Issue: We would like to see rain gardens added to the design now and no curbs added so that rain gardens can be included in the design to improve the water quality and infiltration Lotus Woods Preliminary Plat June 11, 2007 Page 3 before adding the additional load to the storm water system. We recommend that each lot be designed to manage 90% of the storm water from the impervious surfaces, as nature would have done, before the development takes place. Now is the time to include rain gardens in the grading plans to allow for proper management of the water. Later will be a lot more costly and it will not happen. Finding: The City Council and City staff have recently discussed a number of infiltration technologies, their possibilities, and their limitations within the City of Chanhassen. Currently, staff has a number of concerns about such technologies, including design, installation, and long-term maintenance. Additionally, staff is concerned about the suitability of these systems in areas like Chanhassen that have high local water tables and clay soils with low infiltration potential. Staff agrees that rain gardens may be effective in some situations, but does not recommend them for this subdivision because the City does not yet have the appropriate design standards, installation guidelines, and maintenance protocols in place. Issue: The size of the lots within this subdivision, and in the rest of the City, needs to be larger. Finding: The density of this subdivision is 1.4 units per acre gross — 1.6 units per acre net. The land use plan guides the site as a low density site with a net density range of 1.2 -4 units per acre. The Lotus Woods subdivision has a density that is at the low end of the range. Issue: The proposed road is directed toward an existing house and the resident is concerned that the lights will shine in the windows. Finding: The developer understands the issue and is evaluating the feasibility of shifting the road so as to not direct lights toward the existing house. Issue: Do not install street lights. Finding: Street lights provide many benefits to a neighborhood. Some are listed below: a. Deterrence of crime and the aid to police protection. b. Increased night-time safety on streets through enhanced visibility. c. Improved sense of security and safety for pedestrians, motorists, and property owners. d. Reduced vandalism, other criminal acts, and damage to property. e. Reduced personal property loss. Issue: Traffic in the area is increasing and creating issues. Lotus Woods Preliminary Plat June 11, 2007 Page 4 Finding: The engineering department is conducting traffic counts in this area to determine the number of trips that are currently generated. Issue: Are the lots adequately sized to accommodate a home? Section 18-60 LOTS f. of the subdivision ordinance states "Proposed house sizes shall be shown on the subdivision plan and shall be designed to accommodate residents' future house expansion (e.g., porches) and accessory structures (e.g., decks and patios) as well as the driveway and sidewalks to building entrances. If house plans are not known, then a 60 foot by 60 foot building pad and a 30-foot wide access driveway shall be used. The maximum permitted impervious surface shall be calculated for each lot and the permitted houses and structures shall be limited to those sizes." Finding: The original plans showed three house types. Additionally, staff directed the applicant to adjust the property lines to show that a 60x60 house pad can fit on the lots. The compliance table has been revised accordingly. The hard surface coverage calculations are based on the three house types shown on sheet 2 of 12 of the plans. All proposed hard surfaces are within the ordinance. Staff has also tabulated maximum permitted site coverage for each lot at 25%. (see compliance table on page 14 of the staff report). RECOMMENDATION Staff recommends adoption of the motion approving the preliminary plat with a variance as specified in the staff report dated May 15, 2007. ATTACHMENTS 1. Staff Report dated May 15, 2007. gAp1w\2007 planning cuses\07-09 lotus woods\exmutive summary.dm Q A W 1�1 STAFF REPORT PROPOSAL: Preliminary Plat to Subdivide 7.6 acres into 11 single-family lots and 1 outlet with a Variance to allow a 50-foot wide street right-of-way — LOTUS WOODS SUBDVISION LOCATION: South of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake APPLICANT:Paul Eidsness Paul Eidmess 4395 Trillium Lane West, Minnetrista 4395 Trillium Lane West Jon Lang 640 Carver Beach Road, Chanhassen Mumetrista, MN 55364 Constance Cerilla 650 Carver Beach Road, Chanhassen (763)438-0355 Robert Amick 561 Fox Hill Drive, Chanhassen ronkaron@aol.com PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 7.6 acres DENSITY: 1.4 Units per Acre Gross —1.6 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 7.6 acres into 11 single-family lots and 1 outlot, and a variance to allow a 50-foot right-of-way. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 2 of 21 PROPOSAUSUMMARY The applicant is proposing to subdivide 7.6 acres into 11 single-family lots and 1 outlot. The property is zoned RSF, Single Family Residential District. The site is located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake and contains three single- family homes that are proposed to remain. Access to the site is proposed off of existing and future residential streets. All existing right-of-way in the area has a width that ranges between 40 and 50 feet. The City Code requires a 60-foot wide right-of-way. The applicant is requesting a variance to allow a 50-foot wide right-of-way. This will allow this development to blend in with surrounding streets. The three lots on the lake will keep their existing homes. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 3 of 21 All lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 24,619 square feet Staff has been working with owners of the property and their engineer for some time. Initial discussions began when the property to the south (Big Woods) was presented to the City for development. As a condition of approval of the Big Woods development, the developer stubbed proposed Lotus Woods Drive and installed a sign that alerted future homeowners in the Big Woods Development that the road will be extended in the future The current plans have gone through numerous revisions such as dedicating park land in lieu of park fees, reducing grading, drainage, etc. Staff is recommending approval of the subdivision with a variance with conditions outlined in the staff report. PRELIMMARY PLAT The applicant is proposing to subdivide a 7.6 acre site into 11 single-family lots and 1 outlot. The average lot size is 24,619 square feet with a resulting gross density of 1.4 units per acre and a net density of 1.6 units per acre. All of the proposed lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. There is one outlot shown on the plat. Outlot A contains a wetland and a park land area. It will be dedicated to the City. Staff directed the applicant to prepare a hard surface coverage analysis for each proposed lot. Current plans (Sheet 2 of 12) show "House Type A" on Lots 5 and 6, Block 1. Based on hard surface coverage analysis, the house types on Lots 5 and 6, Block 1, must be modified from "House Type A" to "House Type B". Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 4 of 21 The site is heavily wooded. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak and ash. It is a healthy forest with little to no invasive species. It is due to this wooded nature that the Parks and Recreation Commission recommend that Outlot A be taken for public park purposes. Development of the overall site should pay special attention to preserving large groups of trees in rear and side yards where possible. Revisions will be required. We are recommending that the subdivision be approved with conditions outlined in the staff report. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS One Manage 1 wetland basin exists on -site. Kjolhaug Environmental Services Company delineated the wetlands in September 2006. Wetland i is a Type 1 wetland located in the northwest portion of the site. The wetland is dominated by reed canary grass with green ash, American elm, beggar ticks and duckweed. No impact is proposed to this basin. It is proposed to be located entirely within Outlot A. On May 14, 2007, the City Council will be reviewing ordinance amendments that will impact this subdivision. The amendments are part of a wetland reclassification that was undertaken as part of the City's Surface Water Management Plan (SWMP) update. The ordinance amendment involves changes to wetland buffer and wetland buffer setback requirements. The setback requirements will be applied at the time that building permits are submitted. The building plans must meet these requirements. The ordinance amendment will require a minimum 25-foot wetland buffer and a minimum 30-foot wetland buffer setback for principal structures (total setback of 55 feet). Accessory structures will be required to be set back a minimum of 15 feet from the wetland buffer edge. The plans for Lotus Woods should show these new buffer and setback requirements. A wetland buffer 25 feet in width must be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas should be protected by silt fence during grading. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. Principal structures must maintain a setback of at least 30 feet from the wetland buffer edge. Accessory structures must maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer setbacks should be shown on the plans. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 5 of 21 LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lotus Lake and is therefore within the lake's shoreland district. Lotus Lake is classified as a recreational development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot size for riparian lots is 20,000 square feet and the minimum lot width is 90 feet. All structures (with the exception of one water -oriented accessory structure on each lot that complies with Subsection 20-481(e)(2) of Chanhassen City Code) must be set back a minimum of 75 feet from the OHW of the lake (896.3). All grading or vegetation removal is subject to Section 20-482 of the City Code. Any existing and proposed docks on the subject properties must meet the requirements of City Code Chapter 6, Article 2. SURFACE WATER MANAGEMENT Storm Water Pollution Prevention Plan (SWPPP) The SWPPP must be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. Erosion Control Stable emergency overflows are needed for the proposed pond on site. The emergency overflows should be clearly labeled on the plan and a detail must be provided. All riprap/fabric at the flared end section should be installed within 24 hours of flared end section installation. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond must be stable prior to receiving discharge from the site. Erosion control blanket should be installed on all slopes greater than or equal to 3:1. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 6 of 21 storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Sediment Control Manholes with two -foot sumps should be installed as the last road -accessible structures prior to discharge into the stormwater pond. This will help to prolong the maintenance interval of the proposed stormwater pond. Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence should be used around the remaining areas. A temporary sediment basin should be constructed prior to disturbing upslope areas. The areas of temporary sediment basins should be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) is needed for the pond. A detail should be provided. Inlet controls are needed for all inlets throughout the project and should be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls must be installed within 24 hours. Inlet protection must be maintained on a regular basis. For all inlet protection devices, details should be provided in the plan and in the SWPPP. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT FEE Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,900/acre. Based on the proposed developed area of approximately 6.9 acres, the water quality fees associated with this project are $13,108. The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $3,100 per developable acre. This results in a water quantity fee of approximately $21,388 for the proposed development. The applicant will be credited for water quality where NURP basins are provided to treat runoff from the site. This will be determined upon review of the ponding and storm sewer calculations. Credits may also be applied to the applicant's SWMP fees for oversizing in accordance with the SWMP or the provision of outlet structures. No credit will be given for temporary pond areas. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 7 of 21 At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. OTHER AGENCIES The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. GRADING AND DRAINAGE The 7.6 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the East, Big Woods Subdivision to the south and Carver Beach Road to the west. There are three existing houses, four accessory structures, and three drives on the site. The existing houses will remain, along with two accessory structures. The accessory structures near Lotus Woods Drive will need to be removed. A plan will be needed to allow the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. The high point of the site is near the center of the project and divides the site into four main pieces. Approximately 35% of the site drains towards Lotus Lake, 10% drains to catch basins on the east side of the Big Woods Development, 30% drains to the ditch in Triple Crown Estates, and 25% drains north on Carver Beach Road. The hydrologic calculations are complete. A copy of the rational method calculations and delineation will be needed for the sizing of the storm sewer. The on -site pond may not discharge to the pond in Triple Crown Estates (west of Carver Beach Road) because the Triple Crown Estates pond is not sized for the additional stormwater. The proposed on -site pond discharges to the roadside ditch along the west side of Carver Beach Road, which is acceptable although not optimal. The storm sewer under Big Woods Boulevard will need to be directionally drilled. Over time, the City has become aware of issues with stormwater and erosion in this area, both within the stormwater pond and downstream (between the pond and Lotus Lake). In 2005-2006, erosion caused a blowout of the stretch of creek east of Carver Beach Road. This compromised the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve the stormwater system in this area, the City is proposing a stormwater improvement project in 2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been completed and the anticipated improvements are unknown at this time. It would be better if the proposed development could take advantage of the anticipated stormwater improvement project, but it is unknown at this time if the city project will be able to accommodate the development drainage. Regional ponding is a preferable solution for stormwater issues because it improves sediment removal efficiently and minimizes future maintenance needs. The use of a regional Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 8 of 21 pond for treatment of stormwater for this development would also free up land and potentially improve the developer's ability to preserve trees and minimize retaining walls. The grading plan will need to be revised. Lot 2 and Lot 4, Block 1 elevations need to be revised to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are shown but it appears that Lot 6 and Lot 8, Block 1 exceed the 10% maximum. The grading plan is hard to follow due to not having enough contour labels and because the tree layer overwhelms the drawing. Spot elevations around each intersection are required to ensure that the curb line has a minimum of .5% slope. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. Private driveway grades shall not be less than 2% or exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off -site grading. Installation of the manhole on Lot I of Big Woods on Lotus Lake will need a temporary construction easement. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length Maximum Height (approximate) (approximate) Lot 7, Block 1. This retaining wall has two tiers. 1 tier 160 feet 4 feet 2 tier (Total elevation difference from top to bottom) = 10 feet (8 for wall and 2 feet of 120 feet 4 feet ground) There is an existing retaining wall in the southwest corner of the site. This wall will be removed before the construction of the pond. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 9 of 21 Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within the right-of-way shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total length of 450 linear feet. Due to the alignment of the watermain off of Fox Hill Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hill Drive must be wet -tapped. The Big Woods Boulevard connection must connect to the stub provided and take place under traffic. Sanitary sewer for Lots 14, Block 1 will extend off of Big Woods Boulevard. A stub was provided during the Big Woods Subdivision which should allow this connection to be completed under traffic. Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The utility services are not shown on the plans. The services will need to be shown along with information for connection. Lot 5, Block 1 did not receive a service stub during the development of Big Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block 1 along Carver Beach Road appear to have service stubs provided by the regional sewer and water project in 1975. There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and easement is shown on the plans. The location of the watermain and the watermain easement will need to be determined. Each new lot is subject to sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges will be waived. The assessments for the connections on Carver Beach Road have already been paid. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 10 of 21 a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. EASEMENTS There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary sewer is currently located within a 20-foot easement that needs to be revised to 30 feet to ensure the maintenance of this line. The actual location of the watermain and the watermain easement will need to be shown on the plans to see if sufficient easements cover the watermain. Each lot is shown with the required 10-foot front drainage and utility easement and 5-foot rear and side drainage and utility easement. The pond and wetland are also covered by a drainage and utility easement. Additional drainage and utility easements are covering the front of Lots 4- 6, Block 1 for future maintenance of the proposed storm sewer. STREETS Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods Boulevard, and the proposed Lotus Woods Drive. The developer has provided plans showing the staff -requested additional right-of-way of 30 feet along Carver Beach Road, 10 feet along Fox Hill Drive up to Lotus Woods Drive, and 5 feet along Fox Hill Drive from Lotus Woods Drive to Lotus Trail. The reason for changing the width to only 5 feet of additional right-of-way along Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet city code. Lotus Woods Drive is proposed to be a 28-foot back-to-back road within a 50-foot right-of-way. The City agreed to the variance in 2006 when the Eidsness property was split. The proposed section of road matches the Big Woods Development and the surrounding area. Lotus Woods Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be verified. Upon completion of the public street, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer. PARKS AND TRAILS The proposed plat combines four separate parcels of land currently best described as a woodlot allowing for the orderly subdivision of the entire parcel into 11 single-family lots. Eight of the lots are located in Block 1 and will be marketed as new home sites. The remaining three lots, comprising Block 2, are homes to three of the four owners and are located on Lotus Lake. Outlot A has been set aside at the request of staff as a means of preserving a small, intact section of the woodlot. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 11 of 21 Park and Trail Comprehensive Plan Review Parks This property is located within the park service area of Carver Beach Playground and Carver Beach Park. Carver Beach Playground, located at 900 Carver Beach Road, is a two -acre site featuring a ballfield, basketball court, and creative playground. Carver Beach Park, located at 6891 Lotus Trail, is a six -acre waterfront park featuring two public swimming beaches, a picnic area, nature trail and small playground. The nature trail follows the shoreline of Lotus Lake and is nearly one-half mile in length. Trails With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach neighborhood is void of trails and sidewalks. This condition is directly attributable to the age of the Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 12 of 21 area and the narrow street grid and road right-of-ways. There is very limited, if not non-existent, right-of-way to construct sidewalks and/or trails in the area. Carver Beach Road serves as a main transportation corridor in the neighborhood for both vehicles and pedestrians. The one sidewalk mentioned is located on Carver Beach Road starting at Carver Beach Park and travels west to Powers Boulevard. In addition to this sidewalk, an important'Vail connector" is located at the terminus of Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park and south to the downtown area. Outlot A The Park and Recreation Commission has the choice of recommending the City Council accept cash park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash park fees required of this application as submitted are $63,800 or $5,800 per lot. It is stairs recommendation that the Commission seek land dedication in lieu of cash park fees as a means of preserving some of the woodlot character that currently exists on this site. The location of this outlot at the intersection of Carver Beach Road and Fox Hill Drive will serve as a landmark for the new residents. In addition, the larger neighborhood and community will view this dedication as a worthy investment in preserving the unique character or Carver Beach. Staffs request of the applicant was to maximize the size of the undisturbed area of tree preservation on the comer. The maximum dedication of land allowed by ordinance is one acre for every 75 people. For i l single-family lots with 3.5 persons per home, 22,361 square feet (0.51 acres) of park dedication is required. A previous layout of Outlot A contained less upland area than required by ordinance. On April 24, 2007, the Park and Recreation Commission visited this property prior to their regular meeting. The commissioners discussed their positions on the proposed application. At the conclusion of the discussion, the Park Commission tabled action on the Lotus Woods subdivision request to allow staff time to discuss with the property owners and engineers their recommended approach towards dedicating land in lieu of park fees in an area estimated at 22,475 square feet. On April 30, staff met with the applicant and agreed upon the configuration of the 22,475 square foot Outlot A. Staff also confirmed that no grading be conducted within the Outlot and that the border of the Outlot be identified with appropriate signage. As drawn, Outiot A currently contains 37,530 square feet with 8,050 of that being wetland. Wetlands are not 1 V J" Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 13 of 21 accepted as parkland dedication. The wetland also has a buffer that does not count towards the total area of park dedication. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Lotus Woods development are as follows: Total upland area (excluding wetlands/parkland) 6.7 ac or 293,526 SF Total canopy area (excluding wedandslparkland) 5.4 ac or 234,634 SF Baseline canopy coverage 80% Minimum canopy coverage allowed 55% or 161,439 ac. Proposed tree preservation 32% or 95,368 ac. The developer does not meet minimum canopy coverage allowed; therefore, the difference is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 66,071 SF Multiplier 1.2 Total replacement 79,285 SF Total number of trees to be planted 72 trees A replacement planting plan must be submitted to the City for approval. Included in the plan shall be location, species and size of replacements. All replacements must meet minimum size requirements. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak, ash and hickory. It is a healthy forest with little to no invasive species. Development of the area should pay special attention to preserving large groups of trees in rear and side yards where possible. This has been done on Lots 2, 3 and 8. Of those trees shown as preserved on the lots, any removed must be replaced at a rate of 2:1 diameter inches. COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Hard Maximum Home Area Width Depth Surface Site Setback Coverage Coverage Ordinance 15,000 90, 125' 25% 30' front/rear non -riparian 10' sides 20,000 75' Lake riparian 55'(30' Wetland + 25' Buffer) Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 14 of 21 Lot Lot Lot Hard Maidmum Home Area Width Depth Surface Site Setback Coverage Coverage BLOCK 1 Lot 1 46,3 17,268 400 1634 224 307NA non -riparian 114' 1645' 21.2% 4,317 19/55' Lot 2 15,00715,147 92 1915 2-2-.4 30730' non -riparian 91, 186' 21.8% 3,786 10755' Lot 3 15,10516,412 449 1095 24-.7 30730' non -riparian 90' 207' 19.96% 4,103 10755' Lot 4 18,77217,693 120' 462 307NA non -riparian 152.5' 20.7% 4,423 10, Lot 5 16,97215,316 104' 1464 244 30730' non-ripanan 1465' 24.9%* 3,829 10755' Lot 6 16,002 90, 157' 24.1%* 4,000 30'/30' non -riparian 10755' Lot 7 16,275 95' 154' 19.8% 4,068 30'/NA non -riparian 10, Lot 8 16,298 92' 168' 20% 4,074 30730' non -riparian 10755' BLOCK 2 Lot 1 40,956 120' 337' 5.6% 10,239 30'/75' riparian 10' Lot 2 39,915 116' 290' 19% 9,978 30'/75' riparian 10' Lot 3 59,791 123' 244' 11.3% 14,947 30'/75' riparian 10 Outlot A 37,530 * The current plans reflect a "House Type A". The plans must be revised to show "House Type B-C". Hard surface coverage calculations include house pad, driveway, deck, patio and porch. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 15 of 21 SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Findine: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. 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; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Findine: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 16 of 21 d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE VARIANCE -FINDINGS As part of this plat approval, a variance to allow a 50-foot wide right-of-way is requested. The City Council may approve the variance as part of the preliminary plat after they find the application complies with the following conditions: 1. The hardship is not a mere inconvenience. 2. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land. 3. The condition or conditions upon which the request is based are unique and not generally applicable to other property. 4. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The 50-foot wide right-of-way will minimize environmental impact on the site and allow the street to blend in with the surrounding neighborhood. RECOMMENDATION Staff -The Planning Commission recommends the PI&RfAag CeffHfiiss the City Council adopt the following motion: "The Chanhassen Planning GewArAssion meemmends City Council approves the preliminary plat for Planning Case 07-09 for Lotus Woods Subdivision for I lots and I outlot with a variance to allow a 50-foot right-of-way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions: 1. A wetland buffer 25 feet in width shall be maintained around all Manage I wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Principal structures shall maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 17 of 21 maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and wetland buffer setback shall be shown on the plans. 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 18 of 21 inches of3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/l/2007 must be replaced at a rate of 2:1 diameter inches if removed. 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 19 of 21 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type B C" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 20 of 21 e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest comer of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 21 of 21 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. 36. Sheets 2 through 12 shall be revised to reflect the adjusted property lines: ATTACHMENTS 1. Findings of Fact. 2. Development Review Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Plans Dated May 4, 2007. glplan12007 planning cases\07-09 lotus woods\staff report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lotus Woods — Planning Case 07-09 On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat with variances to Subdivide 7.6 acres into 11 single-family lots and one outlot, Lotus Woods. The Planning Commission conducted a public hearing on the proposed development which was 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 The property is currently zoned RSF, Single -Family Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). 3. The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects 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; 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. Variances. The City Council may grant a variance from the regulations contained in the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. 6. The planning report Planning Case 07-09, dated May 15, 2007, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 15a' day of May, 2007. WER"Ji.Y.41z92W.1110zmlCKK81v�WIRIC91►1 BY: Jerry McDonald, Chairman Exhibit A PROPERTY DESCRIPTION: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the Center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. 0 That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Sections 1 and 23 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of Line A described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence !l South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said Line A to be described; thence South 03 degrees 01 minutes 32 seconds to a point 100.00 feet at right angles from the South line of said Section 1, and said Line A there terminating. 0 Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record plat thereof. F., AMICK PROPERTY: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22°d, 1941. Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of said Lakeview Drive and Fern Road as shown on the map entitled: "Map of Carver Beach", according to the plat thereof, on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota; and running from thence along the Southerly line of Fern Road on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus foot to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when said course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2.03 acres plus or minus. CERVILLA PROPERTY: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when said course is projected; thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. GAPLAN\2007 Planning Cases\07-09 Lotus Woods\Lotus Woods Property Desc.doc 10/16/2006 12:07 7636823522 OTTO ASSOCIATES PAGE 02 Email: CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317-(952) 227-1100 Planning Case No. (0 !— CITY OF CHANHASSEN RECEIVED MAR a 0 2007 DEVELOPMENT REVIEW AP PLICATIpN]%+A"'�4AI&M„�py Contact: �J Phone:7(e�-OFax: yucv/ Email: ao rL;"'Y NOTE: Consultation with City staff is rewired 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)- rov Subdivision' s5 An additional fee of 3 00 Temporary Sates Permit Vacation of Pi ght-cf-Way/Easements (VAC) Variance (VAR) Z Q 0 Welland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign 200 (City to Install and remove) X Escrow for Filing Fees/Attomey Cost*" - $50 CUP/SPRIVACNARIWAP/Metes & Bounds - $450 Minor SUB per address w thin the pu Ilc hearing notification area will be Invoiced to the applicant prior to the public hearing. "Sixteen (16) 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 (*.tit) 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. \N FROM : COREGROUP & ASSOCIATES FAX NO. Oct. 31 2026 05:05PM P2 10/16/2006 12:0'7 7536022522 OTTO .1SSUCiATE�S PAGE 03 PROJECT NAME` 4�aI45 LOCATION: �r�r LEaA:D¢scRlPnou: see �i TOTAL ACREAG E: V✓7LANDS MCSENTt L'YES h1O PRESe,T ZONING: Re==STED ZONING: PRESENT LAND USE DESIGNAnaN: Si REQUESTED LAND USE DESIGNATION: REASON FOR RMEST: a d Opp =bw must be cmnp' elect In ful and be typavr. n ar Ceasiy pr'Med and mast ba av al PtfonnaYon I lanrtn am fired by aPptob4e Cy drdr�rt� prort7mu. &Mate flinj thls appika"tm you shouto confer with the 9 DaDartrrsnt to detemyne Ste sp�dfic aR9nance ar C promdural reQmr�ne pli=ble In your rppb=50rt, A de�rrrri i5ort of eamplekness of doe app s} ap De made withh 15 busrless days 0 2,0cati RuhMU, A wr ftm rice of aaplkaS detcfendes stai ba nniled a the app9rI w thin 15 bushm of opplbatfon. This o to cmn that I em making RppF=&M for Ina de lrA action by the Cky and tint I am rccponoibta for exn*kv wbh al caY ro9u'venw nts with rogerd m the requ4st. Thispro appCcRUM Should be cessed QI my rra" and I am thD pzty whore the City should Contact raeardutg any «m. w pelairump to t':[; 6, pcnton. have a ,�tod a copy of Proof of oumerohip (eitiw"eOPY of Ownvu Daphaato Cwgioata of TiJi, Ali3 r of Titla orpunoase 09 ar I am tic aufho ized parson to rake th!s ®ppll z0n and the fee owner has also signed this wpi;cation. I will kelp myae7 Worried d the 0ead1rim for t6brr6nni m of rr;ftrict and the ph g. resscd this appiiatton 11Le undorstamd That add,ton3 fens entry f e chgr9ed for wnsAnfl fees, fsWlbTty studio , etc. wit an ee6max pda to any authota3non hqr to pro= Y. The 0=7t rend InfWrvEott I have subnitt o d are Irm and Mt to tha boot of mY knvHftdpe, r �� D,L�ct, r . F.�Js..i FadL r, rrz-- lira i tbv. Tim i �o�;zor SM109 9 J;W nUaa 100f OH, 796 TV M91 aaT HU/N/01 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on April 27, 2007, 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 Postponement of Public Hearing for Lotus Woods — Planning Case 2007-09 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 swom to before me this IS+ day of M0.J 2007. Notary Pub is Kar n J. En el rdt, Deputy Clerk g KIM I MEUWISSEN Notary Public -Minnesota :may My Commission Expires Jan 31, 2010 CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: • Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake. Applicant: Paul Eidsness et al The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council Chambers. 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 Sharmeen AI-Jaff at 952-227-1134 or by email: saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at www.ci.chanhassen.mn.us/serv/plan/07-09.htmi CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake. Applicant: Paul Eidsness et al The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council Chambers. 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 Sharmeen AI-Jaff at 952-227-1134 or by email: saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at www.ci.chanhassen.mn.us/serv/plan/07-09.htmi fags Lal® This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If emom or discrepancies are found please contact 9U-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Surd 21 (2000), and the user of this map acknoxiedges that the City shall nor be liable for any damages, aid etpressly waves all claims, and agrees to defend, indemnify, and hold hamriess the City from any and all claims brought by User, its s rployess or agents, or Mint parties which arise out of the users access or use of data provided. la6slelre This rrep is neither a legally recorded map hor a survey, and is not intended to he used as one. This map is a compilation of records, 'rnfomnabon and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not w rham that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be usetl for navigational. tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact g62-22]-110]. The preceding disclaimer is provided pursuant to Minnesota Statutes §466,03, Subd. 21 (2000), and the user of this map acknowierlges that the City shall M W liable for any damages, and etpressly waives all clams, and agrees to defend. indertniy, and hold hamiess the City from any and all claims brought by User, its employees or agents, or Mint parties which arise ad of the users access or use of data provided. CHAD R & ROBIN E POINTER DOUGLAS D SUMNER JAWS R 1R & ELLEN J CRANSTON 68% NAVAJO DR 699 CARVER BEACH RD 695 CARVER BEACH RD CHANHASSEN , MN 55317 -9571 PO BOX 2001 CHANHASSEN , MN 55317 -2101 CHANHASSEN . MN 55317 -200) DANIEL L RADECKI TODD & KRISTIN JACKSON ALLEN I & BARBARA S OLSON 5808 80TH AVE N 621 BROKEN ARROW DR 9435 LIBBY IN BROOKLYN PARK. MN 55443 -2105 CHANHASSEN , MN 55317 -9569 EDEN PRAIRIE, MN 55347 -4290 RANDY SCHLUEPER CRAIG 1 & ALLYSON L BENZ JAMES V & MARY L FRERICH 580 FOX HILL DR 620 FOX HILL DR 651 BROKEN ARROW DR CHANHASSEN , MN 55317 -9538 CHANHASSEN , MN 55317 -9512 CHANHASSEN , MN 55317 -9569 DALE & PAMELA I SfAHL RICHARD 1 & JUDITH L WILLIAMS FRANK P & BONNIE L FILKO 580 BIGHORN DR 570 BIGHORN DR 550 BIGHORN DR CHANHASSEN , MN 55317 -8W5 CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 JOHN C & VICKI L FRAZIER CURTIS C & JUDITH N QUINER ETAL JOHN D JR & USA LENSEGRAV 610 BIGHORN DR 725 PONDEROSA DR 6880 CHANHASSEN , MN 55317 -8806 CHANHASSEN . MN 55317 -9419 CHALOTUS TRL HANHASSEN , MN 55317 -9559 MARK W & VALERIE NELSON ERNEST F & MARY ANNE E PIVEC LANA L MATSON-GALVIN & 6890 NAVAJO DR 5060 MEADVR-I-E ST JEFFREY D GALVIN CHANHASSEN , MN 55317 -9571 EXCELSIOR, MN 55331 -8788 CH NAVAJO DR ANHASSEN . MN 55317 -9572 CRAIG & MARY E RHATIGAN RICKI LEE HALE & STEVEN C & SHARON L ASH 599 BROKEN ARROW DR DEEANN WALIENTINE-HALE 356 CHIEF BOYD DR NE CHANHASSEN , MN 55317 -9569 600 FOX HILL DR CASS LAKE, MN 56633 -3241 CHANHASSEN , MN 55317 -9512 ROBERT IAN AMICK CONSTANCE M CERVR-LA BRYAN & JENNIFER GRIMM 581 FOX HILL DR 650 CARVER BEACH RD 720 PREAKNFSS LN CHANHASSEN , MN 55317 -9538 CHANHASSEN , MN 55317 -2101 CHANHASSEN . MN 55317 -9238 MATTHEW T & LISA A KOEPPEN CURTIS W & NOELLE W SWENSON CHRISTOPHER S CHARLSON & 5410 GROVE ST SHARIE L CHARLSON 597 BIG WOODS BLVD EDINA , MN 55436 -2210 CHANHASSEN , MN 55317 -4504 581 BIG WOODS BLVD CHANHASSIIV . MN 55317 -4504 RICHARD M GORRA RICHARD ARTHUR SHEA ROBERT C HUIBREGTSE & 8201 STONE CREEK DR 533 BIG WOODS BLVD BETSY A SWEDLUND CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 4504 565 BIG WOODS BLVD CHANHASSEN . MN 55317 -4504 JOHN H L ODOM JR DAVID O & RACHEL A IGEL DEAN R & DENISE T PRESTON BARBARA A F ODOM 501 BIG WOODS BLVD 606 CARVER BEACH RD 6390 PLEASANT VIEW CV CHANHASSEN . MN 55317 -4504 CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -9263 ERIC V & NIKKI D TRUILLO DAVID A & JULIANNE OLSON GEORGENE M SORENSEN 600 BIGHORN DR 590 BIGHORN DR 540 BIGHORN DR CHANHASSEN , MN 55317 -8806 CHANHASSEN . MN 55317 -8805 CHANHASSEN . MN 55317 -8N5 CHARLES & ANNET E BUENGER ZACHARY A & JENNIFER L HARRIS DEAN T & SUSAN L STANTON 520 BIGHORN DR 1252 WB-DWOOD PL 500 BIGHORN DR CHANHASSEN , MN 55317 -8805 CHASKA , MN 55319 -9734 CHANHASSEN , MN 55317 -8805 PAUL D GRAN KENN= W & COLLEEN J VERMEER PHILIP M HANSON 620 BIGHORN DR 730 PREAKNESS LN 621 CARVER BEACH RD CHANHASSEN , MN 55317 -8806 CHANHASSEN , MN 55317 -9238 CHANHASSEN , MN 55317 -2101 CARVER BEACH PROPERTIES DELAHAYE ENTERPRISES LLC JOSEPH T & JANICE S MORTON CIO ADRIAN JOHNSON PO BOX 693 6911 YUMA DR 332 2ND ST EXCELSIOR, MN 55331 -1806 EXCELSIOR, MN 55331 -0693 CHANHASSEN , MN 55317 -9560 JEFFREY L KLEINER GREG & MARIA LINDSLEY ARMIN C & NANCY E DREISSIGER 655 CARVER BEACH RD 500 BIG WOODS BLVD 560 BIGHORN DR CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 4504 CHANHASSEN , MN 55317 -8805 RICHARD & SANDRA MONSETH JON ALAN LANG PAUL T EIDSNESS & SS 530 BIGHORN DR 640 CARVER BEACH RD A 95 TRIDREALLIUM S UMEIDNFW CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -9428 MIN TRB-ISTA IN W MINNEIRISTA , MN 55364 -7713 JOSEPH G III & BARBARA C BETZ PATRICK T MCRATTH MICHAEL ROWE 6940 LOTUS TRL 6900 LOTUS TRL 10912TH ST CHANHASSEN , MN 55317 -9559 CHANHASSEN , MN 55317 -9559 FARMINGTON, MN 55024 -8856 EXECUTIVE QUALITY HOMES INC MICHAEL O'KELLY JEFFREY B & MARY V KING 20741 320TH ST 2733 TYRONE IN 6886 LOTUS TEL NEW PRAGUE , MN 56071 -4530 MOUND, MN 55364 -1828 CHANHASSEN , MN 55317 -9559 M..I ✓wvnlY { NN.4 rw! ,4 /w. 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NI,/r OMMM6K Y0Y✓Y✓�w Y O.r W O.w Y MI a lw✓. w N w N ✓w lNilw Ow r Y�IO4YI�yrY Mh,Yww..40vus N.YM.Mwr i.o ab Y rMYiIOr MM✓wrwnu0l rN.AlW IN4 MI,N ✓. ✓Y O N..w M ✓,ra.Ow.0 aM r Nwp W MYI,.=�n wNr,.N ✓r„Ya. N. rria w.l+n� NOOM.w.✓v"wi n N✓Y �"M ✓✓W u,(w ✓r ✓u.,✓✓ �Nw.w+Y Nw rr✓r,.Ywrw N✓rrr4 YM YYr.iw.M✓NY Nlr� emu. ' ; ;a� "—ram° ..�b b .. w.^�: LOTUS WOODS �•^ ✓gym M RM'�'� , eoaA ICK PRELIMINARY PLAT 2-05-0190 CHANHASSEN,MN 1 1e SHEET NO OF 12 SHEETS swine 1 \ Iy11n xm J� Inl 1 1 Inla la ll",1o1rA.'�� ' 1 9L`" ♦ ``♦ •' l �` �,_,�_� r' r B `� ♦ .+ ' ,' "� f ` !', 'r 'p HOUSE TYPE CD __`_ _` _lam__________________ ♦\\\♦\ i p Y ♦ n ♦ ♦ m�.�rm L_� � Bim ______ __________________�` 1,HOUSE TYPE B `A YA II 1 \ 1 I e I I r 1 I f I 1 I L ♦ `♦ •r � BE:aI \ I I w \ , �� nnri� l__ I I ♦e= � y � \ \ 5 m, Y • u. a wa 5 C•�" HOUSE TYPE C 'BIPI£ \ •aiKLa`rerl Y�wr ®uo wens•w ` I YV wxm . 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Pl P' i� y N i9`I oi- A — � I .� �ih .' ♦ I�� _ _e� 6 jj(3Iyp y H / j �Ez a f . 9�wr° .a°a,., µ...me.., x -- - --- L - - [ E (OTU$ WOQDS DRIVE y - 1 970 ir j'I iilI II III iI....JII 970 960 ___ T y____ .____ ___ __.____ t-___+---_ -r _ I - r. r— _�. r----r -r--.. r r---- r 1----� 9eA J --r .____- tr-fecal esn l;9-� 1- `s i___-L. t I.. �___ �____ ____ f 900 �e . _ __ r _� I I� }----J r_- li 9{0 I�we 9K � �i r I 8 0 I , I i li �i li I li I II li 930 it I I I I ben. s♦`w`cr mw srvs I— I I I rcpyrp �1_ 920_._ ___J____ __ _'I ____ 920 I I I I I I I I I I I I I 910 --1 ___ --"I.. n's•w,'cl___ Ir ---:-- -rl--Ir--_ r _--__--Ir----r----�i 910 -- _--- � I I I I I 1 li li 900 ♦ 1♦ ♦ � � ♦ 1 � tl♦ I ♦ ♦ IN S LOTUWOODS PRELIMINARY SANITARY SEWER P1—T M° "'m' """”' °' M ^"` "'�'• rer 8 Spy Pa WATERMAIN PLAN 2-00-0190 -`° H is.CHANHA93EN, MN SHEET N0. 3 OF 12 SHEETS 170 1 1 Inl II f1�n1M 1 1 11�� �� 1 yl �Ilrll'�Il r.l*11'�Ili ll� 1 1 11 11 1 1�1 1 gl��Jyl_ � a Vk F\ « At �putloA � L J M ♦t\ �O "owing Ir w. .l k,( 3 \ \\ ` ��C ♦MfY �VI�1[N AFNiRFFi yF 1LIIXi-53W w 1 _ Mi,�Oodfi F!", Or ji.O'..'s i.Oryf? 1�� fWl�liO' i •�LOINY�IfTaF�YII amY el IWRIp ; `• M \ £SiA= W \V .M E X -EP {10 N Halo � aa"w"wnfu , _ LOTUS WOODS a CT Boa lcx PRELIMINARY STREET PLAN 2.05-0190 -- �( CHANHASSEN.MN SHEET N0. 4 OF 12 SHEETS —' ImM6 DETAIL 2 l I • �� I � � a✓ O � A - r J�� U� DETAIL B _ .tax- y t / 4;v• / �!�J tit Pfla� I 4' C` /� ` • / _ a/r L aw - moo Y •M�: 1 \ BE All. aw I r ti jjv �s•� / _, L • ;Z !r a^o: � t � • i a S OtII. Ui WOODS iOQi DS I tlV 9W -bL A I I- I 9eB _ B s.--- .n 9T0 li . R b li lil euv - xpw k N v n+• xn .>. >x l Y°"wl.. y��� 9'!B ' z oso DEI 1 I •> ?'-Ilrlx• x•x-n,s i 9pB L _L 8 A_� _F. L � I I �•)<�-� MiAIL A -A tofu I .L -1 - 4 le II •r°'fX�•.• ewv w 950 1 _ _ 950 Oil I.----i---- -r --- -------I-g _ ial` --- - `. .o•a .vv.P 9P0 940---i---- --------�. li i. 8 _ DETAIL B ri •.. R IX.M r. ___I K. I R 99200o ec- �II itI ::•�•y•{°y•••r.+w -..;•.I.wrwf. a 3tB9 IrI 9Bo0 i -- L CITY OF PSOND OUTLET �WT 9uCTr____r____i____ RLIRE 1 2-97 9t0 2.00 - -I 4 11+00 12.100 l i 144 LOTUS WOODS PRELIMINARY STREET 8 �m.[uux� ��o•� n� �� BOB AMICK STORM SEWER PLAN 2-05-0190 CHANHASSEN,MN IB SHEET N0. 5 OF 12 SHEETS sk , Vr G. ? � o.,w I• w n :A v - ' eetc�l GCV•� (i,'E� II�)i)c', ciri L. iiL�i�)) 1. u`f�ii { • �� � / • \ • { �l'ml •wlwmr { I {mvrre nwR I I L OY•d ,oLw {� 1FIP:.F i I 1 m10Y.L L�IM ilM t Y1tl � q ------------ — — — — — — — — — — RETAINING WALL DETAIL \ \ \\\ 'm' y m.. m�..,....� III�0� \\\\\�\ •i� SILTff eDETAIL •• ».. p�.wrtuorm¢.nrr,u `— .L* nfl w scmrboo Ino{cr xu ... PRELIMINARY GRADING PLAN O LOTUS WOODS (PRIMARY) 2-asatso 90H AMICK TT CHANHASSEN,MN SHEET NO. 6 OF 12 SHEETS iazne I111� 1 \1 O\ IId9 ,E Spa 7� u snrreaee oerui . t _ •«.,t _ � ��c ` �' % I \ �,� III I \ \ �' � �� �� ..""° � :< Fig ;7oods onLo;; Ladle DRIP:£ .o I .Nwr�vwe'�.��� � �ertaw 1 or ♦� � $ n �rwsiimmr...�. m.mo. m. 4— — — '�^• a...�a �� �—'-'— LOTUS WOODS PRELIMINARY GRADING PLAN R1O6`X6 M[� VIA/TTO— BOB AMICK (SECONDARY) 2-05-0190 °'`° �T ,o /—\ -^ CHANHASSEN, MN SHEET NO. 7 OF 12 SHEETS twZm 11�M 6 CL 2 i' 9 3 a C,a � 3 � 0- 9 a O aad d a ('a o- q ew - waooB C, 0(l— xw £Pj 0M1' a E u:. a 0.1 LOTUS WOODS u�/TTa BOBAMICK EXISTING TREE INVENTORY v� 2-OS-0190°..o CHANHASSEN,MN ISHEET NO. 8 OF 12 SHEETS taa/as y +w"'✓+ � <t�t 1lVy t��� ��Ce1 c1�X ° 11 •• e I -, ° ° as �u o .�'r i wi i wr= 1 u eA 1 °DMTES TREES TO BE REMOAD O DURING PRIMARY CONSTRUCTION Ov°RO_e o�y ��•Fe eij(-c°�:° a Yew rw , P, w Ze°C , wY �1�Ii �°) fil�O la)e Jd0 a aY I♦Y° VOl •rr � °.py�S.�, 1p A Eli e ?;, a �� ;� Ati�"o) `•u,y a a :4•. q w w 1R1.1\ t Fr is °t• ° • • 4 �'Ly1Ii111�IrF�w121%{�O C-.-svt wr ..•e.� OA4•yl, r yl will- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING BAY TINE CANOPY COVERAGE . 274104 7 (54%) \ 4 » MINIMUM CAHOOT COVERAGE ALLONEG - I7/,003 4 (0!{) LOTUS WOODS TREE INVENTORY 11T Bm BOBAMICN AFTER PRIMARY CONSTRUCTION) 2-05-0190 u-c� TC CHANHASSEN, MN SHEET N0. 10 OF 12 SHEETS lava WO'��, • • �� :« •'rjr* 4.1� off` u eo c Y ° ., DENOMS TREES TO BE REMOVED LOTUS WOODS .w.;r«:�w fre ,.. `vow ,, q� V 1'j°t•�"1�•. ;f� r ae V O a awe + � �a0 ° �. •r 0'0 uM \�.fi/ i.,e Oa n e0. O b P Y ^�O'°,��• (�•�1���`��j O ��e.. - tl � ^ y� � OW e�u.^±� 00 �b� .e°�.. �"^�O i' � O ee eiee ° a •`?0 •� ��W 1� iTt � i— filfe W.C+ ��•e��,��� i31 -e�s v�Lr }! s� .•rho ° env �� �1,�� � .. we+. -:, e " �1'" ����'�X,_, .p�9R�'n �+',v ;�r� a�4J��iI• .M�•`�1� i�p`j`•• tle5� e`M 0 , `y e o eo 0 • e �'+`• b ie ����� F Tf5r iIL 1 \ __ =� —_ _%,aY— .'.L 1,:, —/• 1 \II\\ \\ �11 1� \I i /1\��\\11111111 \\ �^^r♦ MINIMUM BASE UNE CANOPY ECURED . 7,6534 Y (BAY) EXISTING CORERAEE PRf BERSED (AF,ER PRIPRIMARYItSECONOAY CONBTiUCTpI) . 1J3ABB (ALA) \ CANCPV NREREWIRED . N]SB V I lA . 53.700 7 RECURRED IRFll ANTNC (S].]OB /109i SO WES \ \v \\\ \\\ `` �"-���_ E X E p ' C '� ❑ DENOTES PARK SICK TO BE INSTALLED l \\ f N—SF— DEH0lE5 SILTFENCE i d TPP—TT— DENOTES THEE PREAFVATCN FENCE 'U — — — — — O DE OM EIISTNB WES AFlER C0NSMCVCN AM — OY' ill O DENOTES TEES TO BE PLANTED (SO REWIRED) ly AIrio Nix m V'" �-- TREE PLANTING 8 11O grbl T(M: v+YiY smaq«RmA LOTUS WOODS BOBAMICK SIGNAGE PLAN 2-05-01917 CHANHASSEN, MN SHEET N0. 12 OF 72 SHEETS im MEMORANDUM CITY OF CHANHASSEN TO: FROM: Sharmeen AI-Jaff — Senior Planner Joseph Shamla, Project Engineer 7700 Market Boulevard DATE: June 1, 2007 PO Box 147 Chanhassen, MIN55317 SUBJ: Lotus Woods Planning Commission Meeting Administration Phone: 952227.1100 Fax: 952227.1110 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: 952.2271400 Fax: 952.227,1404 Planning & Natural Resources Phone. 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road 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 This memo is to discuss the issues that were brought up at the planning commission meeting regarding the Lotus Woods Subdivision. Below are the issues along with my response. 1. The proposed road is directed towards an existing house and the resident is concerned that the lights will shine in the windows. The developer understands the issue and is checking into the feasibility of shifting the road as to not direct lights toward the existing house. t 2. Don't put up any street lights. Street lights provide many benefits to a neighborhood. Some are listed below: a. Deterrence of crime and the aid to police protection. b. Increased nighttime safety on streets through enhanced visibility. c. Improved sense of security and safety for pedestrians, motorists, and property owners. d. Reduced vandalism, other criminal acts and damage to property. e. Reduced personal property loss. 3. Traffic in the area is increasing and creating issues. The engineering department is doing traffic counts in this area to determine the number of trips that are currently generated. Paul Oehme, Public Works Director/City Engineer gAeng\proje tsVotus woods\6-1-07memo.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. ClIIOF MEMORANDUM TO: Sharmeen Al-Jaff, Senior Planner CgANAASSEN 7700 Market Boulevard FROM: Joseph Shamla,Project Engineer PO Box 147 Chanhassen, MN 55317 DATE: May 15, 2007 Administration Phone:952.227.1100 Fax 952.227.1110 SUBJ: Preliminary Plat Review of Lotus Woods Planning Case No. 07-09 Building Inspections Phone. 952.227.1180 Fax 952.227.1190 Upon review of the plans prepared by Otto Associates Engineers and Land Engineering Surveyors, Inc. dated May 1, 2007, and the drainage calculations dated May 3, Phone:952.227.1160 2007, I have the following comments and recommendations: Fax: 952.227.1170 Finance GRADING AND DRAINAGE Phone: 952.227.1140 Fax:952.227.1110 The 8.3 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the Park & Recreation East, Big Woods Subdivision to the south and Carver Beach Road to the west. Phone:952.227.1120 There are three existing houses, four accessory structures, and three drives on the Faz:952.227.1110 site. The existing houses will remain along with two accessory structures. The RecreationCenteraccessory structures near Lotus Woods Drive will need to be removed. A plan 2310 Coulter Boulevard Phone:952.227.14110 will be needed to allow the existing home owners access to there properties until Fax:952.227.1404 the completion of construction. The existing driveways west of Lotus Woods Planning a Drive will need to be removed upon completion of Lotus Woods Drive. Natural Resources Phone:952.227.1130 The high point of the site is near the center of the project and divides the site into Fax 952.227.1110 four main pieces. Approximately 35% of the site drains towards Lotus Lake, 10% Public Works drains to catch basins on the east side of the Big Woods Development, 30% drains 1591 Park Road to the ditch in Triple Crown Estates, and 25% drains north on Carver Beach Road. Phone:952.227.130O The hydrologic calculations are complete. A copy of the rational method Fax:952.227.1310 calculations and delineation will be needed for the sizing of the storm sewer. Senior Center Phone:952.227.1125 The on -site pond may not discharge to the pond in Triple Crown Estates (west of Fax:952.227.1110 Carver Beach Road) because the Triple Crown Estates pond is not sized for the Web site additional stormwater. The proposed onsite pond discharges to the roadside ditch wwwci.chanhassen.mn.us along the west side of Carver Beach Road, which is acceptable although not optimal. The storm sewer under Big Woods Boulevard will need to be directionally drilled. Over time, the City has become aware of issues with stormwater and erosion in this area, both within the stormwater pond and downstream (between the pond and Lotus Lake). In 2005-2006, erosion caused a blowout of the stretch of creek The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Lotus Woods Preliminary Plat Review May 15, 2007 Page 2 of 6 east of Carver Beach Road. This compromised the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve the stormwater system in this area, the City is proposing a stormwater improvement project in 2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been completed and the anticipated improvements are unknown at this time. It would be better if the proposed development could take advantage of the anticipated stormwater improvement project but it is unknown at this time if the city project will be able to accommodate the development drainage. Regional ponding is a preferable solution for stormwater issues because it improves sediment removal efficiencies and minimizes future maintenance needs. The use of a regional pond for treatment of stormwater for this development would also free up land and potentially improve the developer's ability to preserve trees and minimize retaining walls. The grading plan will need to be revised. Lot 2 and Lot 4, Block 1 elevations need to be revised to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are shown but it appears that Lot 6 and Lot 8, Block 1 exceed the 10% maximum. The grading plan is hard to follow due to not having enough contour labels and because the tree layer overwhelms the drawing. Spot elevations around each intersection are required to ensure that the curb line has a minimum of .5% slope. The lowest openings of houses must be 3' above the H.W.L. or 1' above the emergency overflow. Private driveway grades shall not be less than 2% or exceed 10% Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off -site grading. Installation of the manhole on lot 1 of Big Woods on Lotus Lake will need a temporary construction easement. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Lotus Woods Preliminary Plat Review May 15, 2007 Page 3 of 6 Length Maximum Height Location (approximate) (approximate) Lot 7, Block 1 - This retaining wall has two tiers. I" tier 160 feet 4 feet 2 nd tier (Total elevation difference from top to bottom) = 10 feet (8 for wall and 2 feet of 120 feet 4 feet round) There is an existing retaining wall in the southwest corner of the site. This wall will be removed before the construction of the pond. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within the right of way shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total length of 450LF. Due to the alignment of the watermain off of Fox Hill Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hill Drive must be wet -tapped. The Big Woods Boulevard connection must connect to the stub provided and take place under traffic. Sanitary sewer for Lots 1-4, Block 1 will extend off of Big Woods Boulevard. A stub was provided during the Big Woods Subdivision which should allow this connection to be completed under traffic. Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The utility services are not shown on the plans. The services will need to be shown along with information for connection. Lot 5, Block 1 did not receive a service stub during the development of Big Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block 1 along Carver Beach Road appear to have service stubs provided by the regional sewer and water project in 1975. There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and easement is shown on the plans. The location of the watermain and the watermain easement will need to be determined. Lotus Woods Preliminary Plat Review May 15, 2007 Page 4 of 6 Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges will be waived. The assessments for the connections on Carver Beach Road have already been paid. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. EASEMENTS There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary sewer is currently a 20' easement that needs to be revised to 30' to ensure the maintenance of this line. The actual location of the watermain and the watermain easement will need to be shown on the plans to see if sufficient easements cover the watermain. Each lot is shown with the required 10' front drainage and utility easement and 5' rear and side drainage and utility easement. The pond and wetland are also covered by a drainage and utility easement. Additional drainage and utility easements are covering the front of Lots 4-6, Block 1 for future maintenance of the proposed storm sewer. STREETS Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods Boulevard, and the proposed Lotus Woods Drive. The developer has provided plans showing the staff requested additional right of way of 30' along Carver Beach Road, 10' along Fox Hill Drive up to Lotus Woods Drive, and 5' along Fox Hill Drive from Lotus Woods Drive to Lotus Trail. The reason for Lotus Woods Preliminary Plat Review May 15, 2007 Page 5 of 6 changing the width to only 5' of additional right of way along Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet city code. Lotus Woods Drive is proposed to be a 28' back to back road with a 50' right of way. The city agreed to the variance in 2006 when the Eidsness property was split. The proposed section of road matches the Big Woods Development and the surrounding area. Lotus Woods Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be verified. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. RECOMMENDED CONDITIONS OF APPROVAL 1. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to there properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. 2. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the H.W.L. of the wetland to the plans. 3. The outlet pipe to the onsite pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 4. A revised grading plan will be needed to address the following issues: The lowest openings of houses must be 3' above the H.W.L. or l' above the EOF. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. The slopes of the driveways on Lot 6 and Lot 8, Block 1 appear to be more than the 10% maximum and need to be revised. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also please turn off the tree layer so it is easier to read the grading plan. 5. An easement is required from the appropriate property owner for any off - site grading. A temporary construction easement will be needed for the installation of the manhole on lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 6. The existing retaining wall in the southwest comer of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Lotus Woods Preliminary Plat Review May 15, 2007 Page 6 of 6 7. The watermain extension from Fox Hill Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 8. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 9. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 10. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 11. The sanitary sewer easement will need to be changed from 20' to 30' to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 12. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. c: Paul Oehme, Director of Public Works/City Engineer g:lenglprojmtsVotuswoods\05-15-07 ppr.dm Paul T. Eidsness & Associates 7915 Stone Creek Drive, Ste. 120 Chanhassen, MN 55317 Sharmin al-Jaff Chanhassen Administrative Office 7700 Market Blvd PO 147 Chanhassen, MN 55317 A V '�C 0 R i EYPIiNEY BOWEB $000,391 April 26, 2007 CM Of 7700 Market Boulevard PO Box 147 Mr. Paul Eidsness Chanhassen, MN 55317 4395 Trillium Lane West, Administration Minnetrista, MN 55364 Phone: 952.227.1100 Fax:952.227.1110 Re: Planning Case 2007-09, Lotus Woods Subdivision Building Inspections Phone: 952227.1180 Dear Mr. Eidsness: Fax 952.227.1190 Engineering Due to last-minute revisions on your original plan, and at the request of Paul Otto, Phone:952227.1160 with Otto Associates, staff did not schedule your application for the May 1, 2007, Fax952227.1170 Planning Commission meeting. Thus the City will be unable to meet the 60-day Finance review deadline of the original submittal (May 29, 2007). This letter is to Phone:952.227,1140 formally notify you that the City is taking the additional 60-day extension to Fax:952.227.1110 process this request as permitted under MN STAT. 15.99. Park & Recreation Phone:952227.1120 This application has been scheduled to be reviewed again by the Planning Fax 952.227.1110 Commission on May 15, 2007. Should you have any questions, please feel free to Recreation Center contact me at 952-227-1134 or e-mail at saliaff@ci.chanhassen.mn.us. 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227,1404 Sincerely, Planning & Natural Resources Phone. 952.227.1130 Fax:952,2271110 Sharmeen Al-Jaff Senior Planner Public Works 1591 Park Road Phone: 952.227.1300 C: Paul Otto, Otto & Associates Fax: 952.227.1310 Senior Center g'\Plan\200lplanning cases\07-09lotus woods\extension-120days.doc Phone: 952.227.1125 Fax: 952227.1110 Web Site www.ci.chanhassen.mn.us SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a champing downtown, thriving businesses, winding trails, and beautiful parks. A gral place tc live, work, and play. Paul T. Eidsness and Associates, P.A. Personal LigationlTria(Lawyers Offices in Wayzata and Chanhassen, Minnesota Telephone: 952473-1925 Facsimile: 952A73-1926 Paul T. Eidsness, Esq. ADMITTED TO PRACTICE Minnesota and North Dakota Paralegal: Mary Smetana Legal Assistant - Karen Boyd April 27, 2007 Sharmin al-Jaff Chanhassen Administrative Office PO Box 147 7700 Market Blvd Chanhassen, MN 55317 Re: Lotus Woods Dear Sharmin: RECEIVED MAY 0 3 2007 CITY OF CHANHASSEN Reply to: 7915 Stone Creek Drive, Ste 120 Chanhassen, Minnesota 55317 Eason: peidsnessDeldsnesslaw.eoar Please extend the scheduled meeting in front of the City Council an additional 2 weeks past the normal 60 day period, due to the fact that we are reviewing and adjusting our plans based on the recommendations of the Planning Commission. Yours truly aul T. Eidsness 0-7-0� MEMORANDUM CITY OF TO: Park and Recreation Commission CIIANIIASSEN 4 7700 Market Boulevard FROM: Todd Hoffman, Park & Recreation Director PO Box 147 Chanhassen, MN 55317 DATE: April 17, 2007 Administration Phone:952.227.1100 SUBJ: Lotus Woods Subdivision Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 This application is for a preliminary plat to subdivide 7.6 acres into eleven single-family Fax:952227.1190 lots and one outlot with a variance to allow a 50-foot wide street right-of-way. The property is located south of Fox Iliill Drive, east of Carver Beach Road, north of Big Woods Engineering Drive, and west of Lotus Lake. The proposed plat combines four separate parcels of land, Phone 952,227.1160 currently best described as a woodlot, allowing for the orderly subdivision of the entire Fax: 952.227,1170 parcel into eleven single family lots. Eight of the lots are located in Block 1 and will be Finance marketed as new home sites. The remaining three lots, comprising Block 2, are existing Phone: 952.227.1140 homes to three of the four owners and are located on Lotus Lake. Outlot A has been set Fax 952 227 111o aside at the request of staff as a means of preserving a small, intact section of the woodlot. Park ,952.227.1120 Recreation Phone, PARR AND TRAIL COMPREHENSIVE PLAN REVIEW Fax: 952.227.1110 Recreation Center Parks 2310 Coulter Boulevard Phone: 952.227.1400 This property is located within the park service area of Carver Beach Playground and Carver Fax: 952.227.1404 Beach Park. Carver Beach Playground is located at 900 Carver Beach Road and is a two - acre site featuring a ball field, basketball court, and creative playground. Carver Beach Park Planning 8 is located at 6891 Lotus Trail and is a six -acre waterfront park featuring two public Natural Resources Phone: 952,227.1130 swimming beaches, a picnic area, nature trail, and small playground. The nature trail Fax: 952.227.1110 follows the shoreline of Lotus Lake and is nearly'/z mile in length. Public Works Trails 1591 Park Road Phone: 952.227.1300 Fax:952.227.1310 With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach neighborhood is void of trails and sidewalks. This condition is directly attributable to the Senior Center age of the area and the narrow street grid and road rights -of -way. There is very limited, if Phone:952.227.1125 not non-existent, right -or -way to construct sidewalks and/or trails in the area. Carver Beach Fax: 952.227.1110 Road serves as a main transportation corridor in the neighborhood for both vehicles and Web She pedestrians. The one sidewalk mentioned is located on Carver Beach Road starting at www.ci.chanhassen.mn.us Carver Beach Park and traveling west to Powers Boulevard. In addition to this sidewalk, an important "trail connector" is located at the terminus of Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park, and south to the downtown area. sauttsen The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Park & Recreation Commission April 17, 2007 Page 2 Outlot A The Park and Recreation Comrnission has the choice of recommending the City Council accept cash park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash park fees required of this application as submitted are $63,800 or $5,800 per lot. It is staff s recommendation that the Commission seek land dedication of Outlot A in lieu of cash park fees as a means of preserving some of the woodlot character that currently exists on this site. The location of Outlot A is at the intersection of Carver Beach Road and Fox Hill Drive and will serve as a landmark for the new residents. In addition, the larger neighborhood and community will view this dedication as a worthy investment in preserving the unique character of Carver Beach. Staff s request of the applicant was to maximize the size of the "no touch" outlot preservation on the comer. The maximum dedication of land allowed by our ordinance is one acre for every 75 people. With eleven single family lots, we use the calculation of 3.5 persons per home arriving at .51 acres or 22,361 square feet of dedication. As drawn, Outlot A currently contains 30,527 square feet with 8,050 of that being wetland. Wetlands are not accepted as parkland dedication. The wetland also has a 16.5-foot wide protected buffer that does not count towards the 22,361 square feet of dedication. Additionally, the upland area of the outlot is split into three separate parcels, the largest of which is located on the comer. However, this portion of the outlot is partially subjected to tree clearing, grading and filling, further reducing the "no touch" preservation node desired at this location. RECOMMENDATION It is recommended that the Park and Recreation Commission recommend the City Council require, as a condition of approval for the proposed Lotus Woods subdivision, the full dedication of "no touch' parkland (22,361 sq. ft. for 11 lots or 20,328 sq. ft. for 10 lots) at the comer of Carver Beach Road and Fox Hill Road. This is an area with the general dimensions of 140 feet by 150 feet. The area currently depicted at this location is generally 140 feet by 86 feet with a full one-third of that area being subjected to clearing and grading. This land dedication would be in lieu of the collection of cash dedication fees. PARK AND RECREATION COMMISSION ACTION On April 24, 2007, the Park and Recreation Commission visited this property prior to their regular meeting. Upon calling the official meeting to order, commissioners asked that the staff report be presented. Chair Stolar then called upon the applicant and members of the audience to speak. Upon listening to all of the speakers, commissioners discussed their positions on the proposed application. At the conclusion of the discussion, the following motion was made: Daniel moved, Scharfenberg seconded that the Park and Recreation Commission table the Lotus Woods subdivision request to allow staff time to discuss with the property owners and engineers their recommended approach towards dedicating land in lieu of park fees in an area estimated at 22,475 square feet and discuss the specific GAPLAM2007 Plannin.- Cues\07-09 Lotus WoodsTark & Rm Report -Am f Park & Recreation Commission April 17, 2007 Page 2 points listed by the commission such as grading, drainage swale, tree inventory, redesign of the house on Lot S, and signage. All voted in favor and the motion carried unanimously with a vote of 6 to 0. On Monday, April 30, staff met with the applicant and agreed upon the configuration of the 22,475 square foot Outlot A and confirmed the requirements that no grading be conducted within the Outlot, the rip rap swale be deleted, and that the border of the Outlot be identified with appropriate signage. GAPLAM2007 Planning Cases\07-09 Lan Woods\Park & RM Report.dm CITY OF CHA NSEN 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 8 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road 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: Park and Recreation Commission FROM: Todd Hoffman, Park & Recreation Director DATE: April 17, 2007 SUBJ: Lotus Woods Subdivision This application is for a preliminary plat to subdivide 7.6 acres into eleven single-family lots and one outlot with a variance to allow a 50-foot wide street right-of-way. The property is located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake. The proposed plat combines four separate parcels of land, currently best described as a woodlot, allowing for the orderly subdivision of the entire parcel into eleven single family lots. Eight of the lots are located in Block 1 and will be marketed as new home sites. The remaining three lots, comprising Block 2, are existing homes to three of the four owners and are located on Lotus Lake. Outlot A has been set aside at the request of staff as a means of preserving a small, intact section of the woodlot. PARK AND TRAIL COMPREHENSIVE PLAN REVIEW Parks This property is located within the park service area of Carver Beach Playground and Carver Beach Park. Carver Beach Playground is located at 900 Carver Beach Road and is a two - acre site featuring a ball field, basketball court, and creative playground. Carver Beach Park is located at 6891 Lotus Trail and is a six -acre waterfront park featuring two public swimming beaches, a picnic area, nature trail, and small playground. The nature trail follows the shoreline of Lotus Lake and is nearly r/x mile in length. Trails With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach neighborhood is void of trails and sidewalks. This condition is directly attributable to the age of the area and the narrow street grid and road rights -of -way. There is very limited, if not non-existent, right -or -way to construct sidewalks and/or trails in the area. Carver Beach Road serves as a main transportation corridor in the neighborhood for both vehicles and pedestrians. The one sidewalk mentioned is located on Carver Beach Road starting at Carver Beach Park and traveling west to Powers Boulevard. In addition to this sidewalk, an important "trail connector" is located at the terminus of Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park, and south to the downtown area. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Park & Recreation Commission April 17, 2007 Page 2 Outlot A The Park and Recreation Commission has the choice of recommending the City Council accept cash park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash park fees required of this application as submitted are $63,800 or $5,800 per lot. It is staffs recommendation that the Commission seek land dedication of Outlot A in lieu of cash park fees as a means of preserving some of the woodlot character that currently exists on this site. The location of Outlot A is at the intersection of Carver Beach Road and Fox Hill Drive and will serve as a landmark for the new residents. In addition, the larger neighborhood and community will view this dedication as a worthy investment in preserving the unique character of Carver Beach. Staffs request of the applicant was to maximize the size of the "no touch" outlot preservation on the comer. The maximum dedication of land allowed by our ordinance is one acre for every 75 people. With eleven single family lots, we use the calculation of 3.5 persons per home arriving at .51 acres or 22,361 square feet of dedication. As drawn, Outlot A currently contains 30,527 square feet with 8,050 of that being wetland. Wetlands are not accepted as parkland dedication. The wetland also has a 16.5-foot wide protected buffer that does not count towards the 22,361 square feet of dedication. Additionally, the upland area of the outlot is split into three separate parcels, the largest of which is located on the comer. However, this portion of the outlot is partially subjected to tree clearing, grading and filling, further reducing the "no touch" preservation node desired at this location. RECOMMENDATION It is recommended that the Park and Recreation Commission recommend the City Council require, as a condition of approval for the proposed Lotus Woods subdivision, the full dedication of "no touch' parkland (22,361 sq. ft. for 11 lots or 20,328 sq. ft. for 10 lots) at the comer of Carver Beach Road and Fox Hill Road. This is an area with the general dimensions of 140 feet by 150 feet. The area currently depicted at this location is generally 140 feet by 86 feet with a full one-third of that area being subjected to clearing and grading. This land dedication would be in lieu of the collection of cash dedication fees. CARVER CONSERVATION DISTRICT ,4%n9 Co..` 219 East Frontage Road y 1946 Waconia, N4N 55387 0 d Phone:952-442-5101 04roty ve Fax: 952-442-5497 htto://www.co.camer.mn.us/SWCD/SWCD main.html Mission Statement. To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced cooperative program that protects, restores, and improves those resources. April 11, 2007 Sharmeen Al-Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Lotus Woods Sharmeen: RECEIVED APR 2 3 2007 CITY OF CHANHASSEN The SWCD has taken the opportunity to review Lotus Woods development. The plan reviewed is dated October 2, 2006 and received by the city on March 30, 2007. Please review and consider the following comments and suggestions regarding existing storm water infrastructure, SWPPP, and erosion control and sediment controls. Storm Water Pollution Preventive Plan (SWPPP) There is a SWPPP check list completed and enclosed. Areas / items without an `x' or `N/A' need attention. A complete SWPPP must be completed before applying for and receiving NPDES coverage from the PCA. Because the developer is likely to transfer the NPDES responsibilities to the building contractors a typical entail on individual home site erosion and sediment controls should be included in the SWPPP. A new contractor taking NPDES responsibility must implement the existing SWPPP or develop their own. If the individual typical home site erosion control detail is included, transferring or subdividing the permit would satisfy the SWPPP requirements for the building contractor. A NPDES permit must be applied for 7 days prior to beginning and a SWPPP must be developed according to NPDES specifications. Please submit the SWPPP for review prior to final approval. A SWPPP Box should be installed on the project with the SWPPP, and weekly inspection reports. Erosion Control 1. All EOF's need temporary and permanent stabilization and should be shown in a detail or on the SWPPP. Turf re -enforcement mat (a permanent erosion control blanket) can be used instead of rip -rap. AN EQUAL OPPORTUNITY EMPLOYER 2. Energy dissipation (riprap and geotextile fabric) is needed within 24 hours of flared end / outlet installation. 3. Is there adequate protection between the FES of the outlet of the storm water pond and the existing pond? Sediment Control 1. Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen type I silt fence should be used around the remaining areas. 2. Inlet controls are needed for all inlets through out the project and should be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by the steel plate with '/, inch rock place 1 foot depth over the cover. Details are needed on the plan and included in the SWPPP. 3. Once casting of inlets take place then inlet controls need to be installed within 24 hours and maintained on a regular basis. Details are needed on the plan and in the SWPPP. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincereely, Chip Hentges Conservation Technician cc. Lori Haak, City of Chanhassen (email) La {u,.r LC, l« Stormwater Pollution Prevention Plan Checklist SWPPP contains a combination of o narrative o plan sheets o standard detail sheets (where appropriate) Does tAe SWPPP Narrative: Er Describe the nature of the construction activity? ❑�ddress the potential for a discharge of sediment and/or other potential pollutants from the site? ❑' Identify the person who will oversee the SWPPP implementation? [Identify the entity responsible for long term O&M of the permanent storm water management system? List the chain of responsibility for SWPPP implementation for all operators on the site? [/Describe of installation timing for all ESC BMPs? rlDescribe procedures to establish additional temporary ESC BMPs as necessary for site conditions? ❑ Describe final stabilization methods for all exposed areas? (may be in narrative or on plan sheets) ❑ Identify storm water management measures needed to mitigate impacts identified as a result of environmental, historical, archaeological, or rare species reviews conducted for the project? ❑ Identify additional measures being taken to protect Drinking Water Supply Management Areas? ❑ If site discharges to impaired reach, identify any site areas discharging to the impaired reach? Do plan sheets identify: ❑ Existing and final grades? ❑ Locations and types of all temporary and permanent ESC BMPs? ❑ Stormwater flow directions and surface water divides for all pre- and post -construction drainage areas? _ ❑ pervious areas? ❑V Soil types? ❑ Locations of areas not to be disturbed? ❑ Limits of construction phases? ❑ Locations of all wetlands and surface waters that will receive pre- or post -construction site runoff (if don't fit on the plan sheets, an arrow to note the direction and distance)? Stand" plates or specifications: Ur Are standard plates or specifications included where appropriate? Part III - Stormwater Discharge Design Requirements ❑ Are Temporary Sediment Basins required on site? (10 acres draining to common location) If Yes, are they: �7 o Adequately sized — 2yr, 24hr storm, min. 1,800 ft3/acre; OR no calc. min. 3,600ft3/acre? o Designed to prevent short circuiting? o Are outlets designed to remove floating debris? o Are outlets designed to allow complete drawdown? o Do outlets have energy dissipation? o Have a stabilized emergency spillway? ❑ Permanent Stormwater Management System o Is calculation of new impervious surface included in SWPPP? o Are calculations for permanent stormwater management system included (water quality volume of %a inch of runoff)? o Are there areas of the project where typical treatment methods are not feasible? (up to 1 % of project size or 3 cumulative acres OR proximity to bedrock OR road projects lacking of right of way) ❑ If yes, has effort been made to provide some treatment using alternatives? o Grassed swales o Smaller ponds o Grit chambers Which method of permanent stormwater treatment has been selected? o Wet sedimentation basin //� ❑ Permanent volume of 1800 ft3 below outlet pipe for each acre draining ILI ❑ Minimum depth of 3 It; maximum depth of 10 ft ❑ Configured so scour or resuspension is minimized ❑ Water quality volume is '/2 inch of runoff from new impervious surfaces ❑ Basin outlets designed to discharge at less than 5.66 cfs per acre of pond ❑ Basin outlets designed to prevent short circuiting ❑ Basin outlets designed to prevent discharge of floatables ❑ Stabilized emergency overflow ❑ Is adequate maintenance access provided? o Infiltration/filtration ❑ Is infiltration/filtration appropriate to the site and land uses? 4111 ❑ Is infiltration system not excavated to final grade until drainage area constructed and stabilized? ❑ Are rigorous sediment and erosion controls used to keep sediment and runoff away? ❑ Is a pretreatment device used? ❑ Is the system sufficient to infiltrate or filter the appropriate water quality volume? ❑ Can water quality volume be discharged in 48 hours or less? o If not, are they routed through stabilized discharge point? ❑ Is there a way to visually verify the system is operating as designed? ❑ Has appropriate testing been conducted to ensure a minimum of 3 feet of separation? ❑ Are calculations and computer model results included to demonstrate the design adequacy of the infiltration system? ❑ Is adequate maintenance access provided? ❑ Does the maintenance plan identify who will perform future maintenance? o Regional ponds - // ❑ Is written authorization from owner of regional pond included in SWPPP? AA- ❑ Is there no significant degradation of waterways between project and regional pond? ❑ Does regional pond design conform to the permit requirements for wet sedimentation basin? o Combination of practices ❑ Is the entire water quality volume be accounted for? �/k ❑ Are computer models and/or calculations included in the SWPPP? o Alternative method ❑ SWPPP, including the Alternative Method documentation, to MPCA for review and approval at I'llt least 90 days prior to the proposed starting date of construction activity. Part IV Construction Activity Requirements s Addresses erosion prevention measures: o Are areas not to be disturbed delineated on plans? o Has appropriate construction phasing been implemented? o Do exposed soils with positive slope within 200 feet of surface water have erosion protection/cover? o Are wetted perimeters of ditches stabilized within 200 feet of surface water? �o Do pipe outlets have energy dissipation within 24 hours of connecting? [9 Addresses sediment control measures: o Are slopes with a 3:1 grade broken up into lengths less than 75 feet? o Are sediment control practices established on down gradient perimeters? o Are all inlets protected? o Do stockpiles have sediment control and placed in areas away from surface waters? o Do construction site entrances minimize street tracking? Cf Addresses dewatering and basin draining: o Is there a plan in place for dewatering so as to not cause nuisance conditions, erosion, or inundation U/ Addresses inspections and maintenance: o Identifies the person who will oversee the BMP inspection and maintenance? o Inspections performed once every 7 days o Inspections performed within 24 hrs of a rain event greater than 0.5 in/24 hr o Inspection and Maintenance records include ❑ Date and time of inspection ❑ Name of person(s) conducting inspections ❑ Finding of inspections and recommendations for corrective actions ❑ Date and amount of rainfall events greater than 0.5 in/24 hr o Maintenance performed ❑ Silt fence repaired/replaced/supplemented when nonfunctional, or full; within 24 hours ❑ Sediment basins drained and sediment removed when reaches %2 storage volume; within 72 hours ❑ Sediment removed from surface waters within 7 days ❑ Construction site exits inspected, tracked sediment removed within 24 hours b, Addresses pollution prevention management measures: o Solid waste disposed properly; comply with MPCA requirements o Hazardous waste stored (secondary containment, restricted access) and disposed in compliance with MPCA requirements o External washing of vehicles limited. Runoff contained and waste properly disposed o No /e�ngine degreasing allowed on site ❑ Addresses final stabilization: o Stabilization by uniform perennial vegetative cover (70% density) o Drainage ditches stabilized o All temporary synthetic and structural BMPs removed o Clean out sediment from conveyances and sedimentation basins (return to design capacity) o If residential —distribute homeowner factsheet o Submit NOT Requirements of Appendix A ❑ Does this site drain to a discharge point on the project that is within 2000 feet of a Special Water? Which Type of Special Water? BMP Category o Wilderness Areas C.1, C.2, C.3, CA o Mississippi River C1, C.2, C.3 o Scenic or Recreational river C.1, C.2, C.3 o Lake Superior C.1, C.2, C.3 o Lake Trout Lakes C.1, C.2, C3, CA o Trout Lakes C.1, C.2, C.3, CA o Scientific & Natural areas C.1, C.2, C3, CA o Trout Streams C.1, C.2, C3, C.5 Are BMPs required for that Special Water shown on plans? BMP Category Requirement o C.1 protect slopes/provide temp basin for 5 acres draining to common location o C.2 treat water quality volume of 1 inch of runoff o C.3 maintain buffer zone of 100 linear feet from Special Water o CA post project volume/rate control o C.5 temperature controls ❑ Does this site discharge to wetlands? o Has wetland mitigative sequence been followed? MEMORANDUM TO: Sharmeen AI-Jaff, Senior Planner FROM: Jerritt Mohn, Building Official DATE: April 9, 2007 SUBJ: Review of proposed subdivision: Lotus Woods Planning Case: 07-09 I have reviewed the plans for the above subdivision and have the following conditions and comments: 1. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 2. Demolition permits must be obtained prior to demolishing any structures on the site. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. Separate sewer and water services must be provided each lot. 5. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. G/PLAN2007 Planning Cases/07-09 Lotus Woods/buildingofficialcomments.doc MEMORANDUM TO: Sharmin Al-Jaff, Senior Planner j� OF FROM: Mark Littfin, Fire Marshal �C�lil[1 CgANgASSEN DATE: April 4, 2007 T700 Market Boulevard PC Box 147 Chanhassen, MN 55317 SUBJ: Request for subdivision of property located south of fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and Administration Phone: 952227.1100 West of Lotus Lake with variances. The site is zoned residential Fax: 952.227.1110 Single family. Applicant Paul Eidsness. Building Inspections Phone: 952.227.1180 Planning Case: 07-09 g Fax: 952.227.1190 I have reviewed the proposed subdivision of the above property. In order to comply Engineering with the Chanhassen Fire department/Fire Prevention division, I have the following fire Phone: 952.227.1160 Fax:952.227.1170 code or city ordinance/policy requirements. The plan review was done based on the available information submitted at this time. If additional plans or changes are Finance submitted, the appropriate code or policy items will be addressed. Phone: 952.227.1140 Fax: 952.227.1110 1. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, Park & Recreation trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Phone. 952.227.1120 Fax: 952.227.1110 This is to ensure that fire hydrants can be quickly located and safely operated by Recreation Center firefighters. Pursuant to Chanhassen City Ordinance #9-1. 2310 Coulter Boulevard Phone: 952.227.1400 2. Fire apparatus access roads and water supply for fire protection is required to be Fax: 952.227 1404 installed. Such protection shall be installed and made serviceable prior to and Planning & during the time of construction except when approved alternate methods of Natural Resources protection are provided. Phone: 952.227.1130 Fax: 952.227.1110 3. No burning permits shall be issued for trees to be removed. Trees and shrubs Public works must either be removed from site or chipped. 1591 Park Road PFax::52227.13100 Fax: 952.227.1310 4. Fire apparatus access roads shall be designed and maintained to support the PP � PPo imposed load of fire apparatus and shall be serviced so as to provide all-weather Senior Center driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. Phone: 952.2271125 Fax: 952 227.1110 5. Fire hydrant locations are acceptable. Web Site www.ci.chanhassen.mn.us 6. Proposed street name is acceptable. 7. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. gAsafety\m1\plrev07-09 The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. CITY OF CIIANgASSEN 7700 Market Boulevard PC 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: 952227.1160 Fax. 952227,1170 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 6 Natural Resources Phone: 952.227,1130 Fax:952227,1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site wwwci.chanhassen.mn.us December 11.2006 Mr. Paul Eidsness 7915 Stone Creek Drive, Suite 120 Chanhassen, MN, 55317 Dear Mr. Eidsness: I am in receipt of your letter dated December 11, 2006, requesting to delay the application for Lotus Woods. This letter is to notify you that the 60-day deadline to process an application will not begin until we have received revised plans. If you have any questions, please contact me at (952) 227-1134. Sincerely, Sharmeen A]-Jaff Senior Planner SAJ:k GAPLAN\20W Planning Cases\06-37 Lotus Woods\Incomplete Application December 1 I.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Dec 11 06 08:59a P 1 Pawl T. Eidsnas, Eaq •PI1117TEn 7o PRACTIM Mlnwaab..a ttOM tL.kob L. 14alefalC ban ola.. Ena111 P.1W k%mw ar.,e.ln M11twn R.P11ea tq twa11�b 4asaeP December 11, 2006 Paul T. Eidsness and Associates, P.A. tPerso=fLaigatron1rr afLawyea Offices in Wayzata and Chanhassen, Minnesota Telepl one: 952-4M1925 Faoimiic 952.473-1926 City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 To Whom It May Concern: Fax:952-227-1110 7" "11 Stre Wa7:ab Mi.....0 S5391 7215 Slone Creek 0�*. S4 120 Ckanh....n. Mlnnew 55317 We would like to delay the application for Lotus Woods and will contact you as soon as we have the additional information necessary to set up a new date. Very truly Paul Eidsness PTE/nfs Encl SCANNED QSTTO SOCIATEs ENGINEERS & LAND SURVEYORS, INC. November 30, 2006 City of Chanhassen Attn: Sharmeen AI-Jaff 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: Lotus Woods Otto Project No. 2-05-0190 Dear Ms. AI-Jaff: RECEIVED DEC 01 2006 CITY OF CHANHASSEN On behalf of my clients, I am requesting that the City does not start any review of the preliminary plat application for this project at this time. I will be working with my clients to make a few changes and will submit new plans. Please call me if you have any questions. Sincerely, Otto Associates Enginee s and Land Surveyors, Inc. Paul E. Otto, P.L.S. Vice President PEO:la cc: Ron Karon SCANNED 9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 682-3522 11/30/2006 16:15 7636823522 OTTO ASSOCIATES PAGE 01 FAX COVER LETTER lQV UClArESs Otto Associates, Engineers and Land Surveyors, Inc. 9 West Division Street Buffalo, MN 55313 (763)682-4727 FAX: (763) 682-3522 TO: lT © CH SE AT FAIL NUMBER: FROM: to L DATE:-//- c) - o (o MIE: RE: NUMBER OF PAGES: C21- COMMENTS: 11/30/2006 16:15 s 7636823522 OTTO ASSOCIATES PAGE 02 SSO C IA TES ENGINEERS & LAND SURVEYORS, INC. November 30, 2006 City of Chanhassen Attn: Sharmeen AI-Jaff 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: Lotus Woods Otto Project No. 2-05-0190 Dear Ms, AI -Jaffa On behalf of my clients, I am requesting that the City does not start any review of the preliminary plat application for this project at this time. I will be working with my clients to make a few changes and will submit new plans Please call me if you have any questions. Sincerely, Otto Associates Enginee s and Land Surveyors, Inc. Paul E. Otto, P_L.S.0 Vice President PEO:Ia cc: Ron Karon SCANu!ED 9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 682-3522 October 25, 2006 CITY OF CUMNSEN Otto OttoAss s 7700 Market Boulevard 9 West Division Street PC Box 147 Buffalo, NW 55313 Chanhassen, MN 55317 Administration Re: Lotus Woods Application — Planning Case 06-37 Phone: 952.227.1100 Fax: 952.227.1110 Deaf. Otto: Building Inspections Phone: 952.227.1180 This letter is to inform you that we are in receipt of your preliminary plat for the Fax:952.227.1190 subdivision of Lotus Woods, located north of Big Woods Boulevard, south of Fox Engineering Hill Drive, east of Carver Beach Road and west of Lotus Lake. Phone: 952.227.1160 - Fax: 952.227.1170 ,der review of data submitted, it was determined that the application is incomplete Finance and the following information is missing: Phone:952.227.1140 Fax: 952.227.1110 1. An application with appropriate fees. Park & Recreation Phone: 952.227:1120 2. Wetland delineation report. Fax: 952.227.1110 Recreation Center 3. Storm calculations and capacity of the storm pond. 2310 Coulter Boulevard - Phone: 952,227.1400 Fax:952227.1404 4. Typical home floor plans that may be built on the lots with hard surface coverage calculations. Planning 8 Natural Resources Phone:952.227.1130 5. Hard surface coverage calculations and setbacks on all lots with existing Fax:952.227.1110 homes. Public Works 1591 Park Road Therefore, your application is incomplete and we will not be able to review it Phone: 952.227.1300 until these items have been submitted. This also means that the 60-day deadline Fax: 952.2271310 to process an. application will not begin until we have received all the necessary Senior Center information to review the application. Phone: 952.227.1125 Fax 952.227.1110 If you have any questions, please feel free to contact me at (952) 227-1134. Web Site www.d.rhanhassen.mn.us Sincerely, t� Sharmeen Al-Jaff Senior Planner Enclosures SCANNED g:xplan\2006 planning cazes\06-37 lotus woods\incomplete application.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play i� U ICI a a a ST CITY OF CHANHASSEN 0 PC DATE: May 15, 20 CC DATE: June 11, 200 REVIEW DEADLINE: July 29, 2007 CASE #: 07-09 BY: Al-Jaff, et al ;eK ( r$x µ-A PROPOSAL: Preliminary Plat to Subdivide 7.6 acres into 11 single-family lots and 1 outlot with a Variance to allow a 50-foot wide street right-of-way — LOTUS WOODS SUBDVISION LOCATION: South of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake APPLICANT:Paul Eidsness Paul Eidsness 4395 Trillium Lane West, Minnetrista 4395 Trillium Lane West Jon Lang 640 Carver Beach Road, Chanhassen Minnetrista, MN 55364 Constance Cerilla 650 Carver Beach Road, Chanhassen (763)43M355 Robert Amick 561 Fox Hill Drive, Chanhassen ronkaron@aol.com PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 7.6 acres DENSITY: 1.4 Units per Acre Gross —1.6 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 7.6 acres into I 1 single-family lots and 1 outlot, and a variance to allow a 50-foot right-of-way. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION-MAIGNG: 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. " Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 2 of 21 PROPOSAU/SUMMARY The applicant is proposing to subdivide 7.6 acres into 11 single-family lots and 1 oudot. The property is zoned RSF, Single Family Residential District. The site is located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake and contains three single- family homes that are proposed to remain. Access to the site is proposed off of existing and future residential streets. All existing right-of-way in the area has a width that ranges between 40 and 50 feet. The City Code requires a 60-foot wide right-of-way. The applicant is requesting a variance to allow a 50-foot wide right-of-way. This will allow this development to blend in with surrounding streets. The three lots on the lake will keep their existing homes. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 3 of 21 All lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 24,619 square feet Staff has been working with owners of the property and their engineer for some time. Initial discussions began when the property to the south (Big Woods) was presented to the City for development. As a condition of approval of the Big Woods development, the developer stubbed proposed Lotus Woods Drive and installed a sign that alerted future homeowners in the Big Woods Development that the mad will be extended in the future The current plans have gone through numerous revisions such as dedicating park land in lieu of park fees, reducing grading, drainage, etc. Staff is recommending approval of the subdivision with a variance with conditions outlined in the staff report. PRELIII MARY PLAT The applicant is proposing to subdivide a 7.6 acre site into 11 single-family lots and 1 outlot. The average lot size is 24,619 square feet with a resulting gross density of 1.4 units per acre and a net density of 1.6 units per acre. All of the proposed lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. There is one outlot shown on the plat. Outlot A contains a wetland and a park land area. It will be dedicated to the City. Staff directed the applicant to prepare a hard surface coverage analysis for each proposed lot. Current plans (Sheet 2 of 12) show "House Type A" on Lots 5 and 6, Block 1. Based on hard surface coverage analysis, the house types on Lots 5 and 6, Block 1, must be modified from "House Type A" to "House Type B". Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 4 of 21 The site is heavily wooded. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak and ash. It is a healthy forest with little to no invasive species. It is due to this wooded nature that the Parks and Recreation Commission recommend that Outlot A be taken for public park purposes. Development of the overall site should pay special attention to preserving large groups of trees in rear and side yards where possible. Revisions will be required. We are recommending that the subdivision be approved with conditions outlined in the staff report. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS One Manage 1 wetland basin exists on -site. Kjolhaug Environmental Services Company delineated the wetlands in September 2006. Wetland 1 is a Type 1 wetland located in the northwest portion of the site. The wetland is dominated by reed canary grass with green ash, American elm, beggar ticks and duckweed. No impact is proposed to this basin. It is proposed to be located entirely within Outlot A. On May 14, 2007, the City Council will be reviewing ordinance amendments that will impact this subdivision. The amendments are part of a wetland reclassification that was undertaken as part of the City's Surface Water Management Plan (SWMP) update. The ordinance amendment involves changes to wetland buffer and wetland buffer setback requirements. The setback requirements will be applied at the time that building permits are submitted. The building plans must meet these requirements. The ordinance amendment will require a minimum 25-foot wetland buffer and a minimum 30-foot wetland buffer setback for principal structures (total setback of 55 feet). Accessory structures will be required to be set back a minimum of 15 feet from the wetland buffer edge. The plans for Lotus Woods should show these new buffer and setback requirements. A wetland buffer 25 feet in width must be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas should be protected by silt fence during grading. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. Principal structures must maintain a setback of at least 30 feet from the wetland buffer edge. Accessory structures must maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer setbacks should be shown on the plans. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 5 of 21 LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lotus Lake and is therefore within the lake's shoreland district. Lotus Lake is classified as a recreational development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot size for riparian lots is 20,000 square feet and the minimum lot width is 90 feet. All structures (with the exception of one water -oriented accessory structure on each lot that complies with Subsection 20-481(e)(2) of Chanhassen City Code) must be set back a minimum of 75 feet from the OHW of the lake (896.3). All grading or vegetation removal is subject to Section 20-482 of the City Code. Any existing and proposed docks on the subject properties must meet the requirements of City Code Chapter 6, Article 2. SURFACE WATER MANAGEMENT Storm Water Pollution Prevention Plan (SWPPP) The SWPPP must be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. Erosion Control Stable emergency overflows are needed for the proposed pond on site. The emergency overflows should be clearly labeled on the plan and a detail must be provided. All riprap/fabric at the flared end section should be installed within 24 hours of flared end section installation. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond must be stable prior to receiving discharge from the site. Erosion control blanket should be installed on all slopes greater than or equal to 3:1. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 6 of 21 storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Sediment Control Manholes with two -foot sumps should be installed as the last road -accessible structures prior to discharge into the stormwater pond. This will help to prolong the maintenance interval of the proposed stormwater pond. Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence should be used around the remaining areas. A temporary sediment basin should be constructed prior to disturbing upslope areas. The areas of temporary sediment basins should be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) is needed for the pond. A detail should be provided. Met controls are needed for all inlets throughout the project and should be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls must be installed within 24 hours. Inlet protection must be maintained on a regular basis. For all inlet protection devices, details should be provided in the plan and in the SWPPP. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT FEE Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,900/acre. Based on the proposed developed area of approximately 6.9 acres, the water quality fees associated with this project are $13,108. The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $3,100 per developable acre. This results in a water quantity fee of approximately $21,388 for the proposed development. The applicant will be credited for water quality where NURP basins are provided to treat runoff from the site. This will be determined upon review of the ponding and storm sewer calculations. Credits may also be applied to the applicant's SWMP fees for oversizing in accordance with the SWMP or the provision of outlet structures. No credit will be given for temporary pond areas. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 7of21 At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. OTHER AGENCIES The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. GRADING AND DRAINAGE The 7.6 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the East, Big Woods Subdivision to the south and Carver Beach Road to the west. There are three existing houses, four accessory structures, and three drives on the site. The existing houses will remain, along with two accessory structures. The accessory structures near Lotus Woods Drive will need to be removed. A plan will be needed to allow the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. The high point of the site is near the center of the project and divides the site into four main pieces. Approximately 35% of the site drains towards Lotus Lake, 10% drains to catch basins on the east side of the Big Woods Development, 30% drains to the ditch in Triple Crown Estates, and 25% drains north on Carver Beach Road. The hydrologic calculations are complete. A copy of the rational method calculations and delineation will be needed for the sizing of the storm sewer. The on -site pond may not discharge to the pond in Triple Crown Estates (west of Carver Beach Road) because the Triple Crown Estates pond is not sized for the additional stormwater. The proposed on -site pond discharges to the roadside ditch along the west side of Carver Beach Road, which is acceptable although not optimal. The storm sewer under Big Woods Boulevard will need to be directionally drilled. Over time, the City has become aware of issues with stormwater and erosion in this area, both within the stormwater pond and downstream (between the pond and Lotus Lake). In 2005-2006, erosion caused a blowout of the stretch of creek east of Carver Beach Road. This compromised the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve the stormwater system in this area, the City is proposing a stormwater improvement project in 2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been completed and the anticipated improvements are unknown at this time. It would be better if the proposed development could take advantage of the anticipated stormwater improvement project, but it is unknown at this time if the city project will be able to accommodate the development drainage. Regional ponding is a preferable solution for stormwater issues because it improves sediment removal efficiently and minimizes future maintenance needs. The use of a regional Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 8 of 21 pond for treatment of stormwater for this development would also free up land and potentially improve the developer's ability to preserve trees and minimize retaining walls. The grading plan will need to be revised. Lot 2 and Lot 4, Block 1 elevations need to be revised to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are shown but it appears that Lot 6 and Lot 8, Block 1 exceed the 10% maximum. The grading plan is hard to follow due to not having enough contour labels and because the tree layer overwhelms the drawing. Spot elevations around each intersection are required to ensure that the curb line has a minimum of .5% slope. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. Private driveway grades shall not be less than 2% or exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off -site grading. Installation of the manhole on Lot 1 of Big Woods on Lotus Lake will need a temporary construction easement. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length Maximum Height (approximate) (approximate) Lot 7, Block 1. This retaining wall has two tiers. 1 � tier 160 feet 4 feet 2w tier (Total elevation difference from top to bottom) =10 feet (8 for wall and 2 feet of 120 feet 4 feet -groand There is an existing retaining wall in the southwest corner of the site. This wall will be removed before the construction of the pond. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 9 of 21 Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within the right-of-way shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total length of 450 linear feet. Due to the alignment of the watermain off of Fox Hill Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hill Drive must be wet -tapped. The Big Woods Boulevard connection must connect to the stub provided and take place under traffic. Sanitary sewer for Lots 1-4, Block 1 will extend off of Big Woods Boulevard. A stub was provided during the Big Woods Subdivision which should allow this connection to be completed under traffic. Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The utility services are not shown on the plans. The services will need to be shown along with information for connection. Lot 5, Block 1 did not receive a service stub during the development of Big Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block 1 along Carver Beach Road appear to have service stubs provided by the regional sewer and water project in 1975. There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and easement is shown on the plans. The location of the watermain and the watermain easement will need to be determined. Each new lot is subject to sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges will be waived. The assessments for the connections on Carver Beach Road have already been paid. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 10 of 21 a preconstmction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. EASEMENTS There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary sewer is currently located within a 20-foot easement that needs to be revised to 30 feet to ensure the maintenance of this line. The actual location of the watermain and the watermain easement will need to be shown on the plans to see if sufficient easements cover the watermain. Each lot is shown with the required 10-foot front drainage and utility easement and 5-foot rear and side drainage and utility easement. The pond and wetland are also covered by a drainage and utility easement. Additional drainage and utility easements are covering the front of Lots 4- 6, Block 1 for future maintenance of the proposed storm sewer. STREETS Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods Boulevard, and the proposed Lotus Woods Drive. The developer has provided plans showing the staff -requested additional right-of-way of 30 feet along Carver Beach Road, 10 feet along Fox Hill Drive up to Lotus Woods Drive, and 5 feet along Fox Hill Drive from Lotus Woods Drive to Lotus Trail. The reason for changing the width to only 5 feet of additional right-of-way along Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet city code. Lotus Woods Drive is proposed to be a 28-foot back-to-back road within a 50-foot right-of-way. The City agreed to the variance in 2006 when the Eidsness property was split. The proposed section of road matches the Big Woods Development and the surrounding area. Lotus Woods Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be verified. Upon completion of the public street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. PARKS AND TRAILS The proposed plat combines four separate parcels of land currently best described as a woodlot allowing for the orderly subdivision of the entire parcel into 11 single-family lots. Eight of the lots are located in Block 1 and will be marketed as new home sites. The remaining three lots, comprising Block 2, are homes to three of the four owners and are located on Lotus lake. Outlot A has been set aside at the request of staff as a means of preserving a small, intact section of the woodlot. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 11 of 21 Park and Trail Comprehensive Plan Review Parks This property is located within the park service area of Carver Beach Playground and Carver Beach Park. Carver Beach Playground, located at 900 Carver Beach Road, is a two -acre site featuring a ballfield, basketball court, and creative playground. Carver Beach Park, located at 6891 Lotus Trail, is a six -acre waterfront park featuring two public swimming beaches, a picnic area, nature trail and small playground. The nature trail follows the shoreline of Lotus Lake and is nearly one-half mile in length. Trails With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach neighborhood is void of trails and sidewalks. This condition is directly attributable to the age of the Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 12 of 21 area and the narrow street grid and road right-of-ways. There is very limited, if not non-existent, right-of-way to construct sidewalks and/or trails in the area. Carver Beach Road serves as a main transportation corridor in the neighborhood for both vehicles and pedestrians. The one sidewalk mentioned is located on Carver Beach Road starting at Carver Beach Park and travels west to Powers Boulevard. In addition to this sidewalk, an important "trail connector" is located at the terminus of Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park and south to the downtown area. Outlot A The Park and Recreation Commission has the choice of recommending the City Council accept cash park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash park fees required of this application as submitted are $63,800 or $5,800 per lot. It is staff s recommendation that the Commission seek land dedication in lieu of cash park fees as a means of preserving some of the woodlot character that currently exists on this site. The location of this outlot at the intersection of Carver Beach Road and Fox Hill Drive will serve as a landmark for the new residents. In addition, the larger neighborhood and community will view this dedication as a worthy investment in preserving the unique character or Carver Beach. Staffs request of the applicant was to maximize the size of the undisturbed area of tree preservation on the corner. The maximum dedication of land allowed by ordinance is one acre for every 75 people. For 11 single-family lots with 3.5 persons per home, 22,361 square feet (0.51 acres) of park dedication is required. A previous layout of Outlot A contained less upland area than required by ordinance. On April 24, 2007, the Park and Recreation Commission visited this property prior to their regular meeting. The commissioners discussed their positions on the proposed application. At the conclusion of the discussion, the Park Commission tabled action on the Lotus Woods subdivision request to allow staff time to discuss with the property owners and engineers their recommended approach towards dedicating land in lieu of park fees in an area estimated at 22,475 square feet. On April 30, staff met with the applicant and agreed upon the configuration of the 22,475 square foot Outlot A. Staff also confirmed that no grading be conducted within the Outlot and that the border of the Outlot be identified with appropriate signage. As drawn, Outlot A currently contains 37,530 square feet with 8,050 of that being wetland. Wetlands are not i1S t _ t M ' 1. \ _ _ ♦ _ 5+ j i1 _ 1 i �� ♦ �rl \ 1 "°`• ''� "" `� 11 a Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 13 of 21 accepted as parkland dedication. The wetland also has a buffer that does not count towards the total area of park dedication. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Lotus Woods development are as follows: Total upland area (excluding wetlands/parkland) 6.7 ac or 293,526 SF Total canopy area (excluding wetlands/parkland) 5.4 ac or 234,634 SF Baseline canopy coverage 80% Minimum canopy coverage allowed 55% or 161,439 ac. Proposed tree preservation 32% or 95,368 ac. The developer does not meet minimum canopy coverage allowed; therefore, the difference is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 66,071 SF Multiplier 1.2 Total replacement 79,285 SF Total number of trees to be planted 72 trees A replacement planting plan must be submitted to the City for approval. Included in the plan shall be location, species and size of replacements. All replacements must meet minimum size requirements. The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak, ash and hickory. It is a healthy forest with little to no invasive species. Development of the area should pay special attention to preserving large groups of trees in rear and side yards where possible. This has been done on Lots 2, 3 and 8. Of those trees shown as preserved on the lots, any removed must be replaced at a rate of 2:1 diameter inches. COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Hard Home Area Width Depth Surface Setback Coverage Ordinance 15,000 non -riparian 90' 125' 25% 30' front/rear 20,000 riparian 10' sides 75' Lake Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 14 of 21 Lot Lot Lot Hard Home Area Width Depth Surface Setback Coverage 55' (30' Wetland + 25' Buffer) BLOCK 1 Lot 1 16,320 non -riparian 100' 163.5' 22.5% 307NA 10755' Lot 2 15,007 non -riparian 92' 183.5' 22.1 % 30730' 10755' Lot 3 15,105 non -riparian 119' 198.5' 21.7% 30730' 10755' Lot 4 18,772 non -riparian 120' 162' 20% 30'/NA 10, Lot 5 16,372 non -riparian 104' 156.5' 24.4%* 30730' 10755' Lot 6 16,002 non -riparian 90' 157' 24.1%* 30730' 10755' Lot 7 16,275 non -riparian 95' 154' 19.8% 307NA 10, Lot 8 16,298 non -riparian 92' 168' 20% 30730' 10755' BLOCK 2 Lot 1 40,956 riparian 120' 337' 5.6% 30775' 10, Lot 2 39,915 riparian 116' 290' 19% 30775' 10, Lot 3 59,791 riparian 123' 244' 11.3% 30775' 10 Outlot A 37,530 * The current plans reflect a "House Type A". The plans must be revised to show "House Type B". Hard surface coverage calculations include house pad, driveway, deck, patio and porch. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 15 of 21 SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. 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; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 16 of 21 d. Lack of adequate off -site public improvements or support systems. Findine: The proposed subdivision will have access to public utilities and streets. VARIANCE VARIANCE -FINDINGS As part of this plat approval, a variance to allow a 50-foot wide right-of-way is requested. The City Council may approve the variance as part of the preliminary plat after they find the application complies with the following conditions: 1. The hardship is not a mere inconvenience. 2. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land. 3. The condition or conditions upon which the request is based are unique and not generally applicable to other property. 4. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The 50-foot wide right-of-way will minimize environmental impact on the site and allow the street to blend in with the surrounding neighborhood. RECOMMENDATION � J Staffrecommends the Planning Commission adopt the following motion: 1M � "The Chanhassen Planning Commission recommends City Council approve the preliminary plat for Planning Case 07-09 for Lotus Woods Subdivision for 11 lots and I outlot with a variance to allow a 50-foot right-of-way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions: A wetland buffer 25 feet in width shall be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Principal structures shall maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 17 of 21 maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and wetland buffer setback shall be shown on the plans. 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 18 of 21 inches of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/l/2007 must be replaced at a rate of 2:1 diameter inches if removed. 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 19 of 21 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22. Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type B" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a .5% minimum slope. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 20 of 21 e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest corner of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 21 of 21 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer." ATTACI MENTS 1. Findings of Fact. 2. Development Review Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Plans Dated May 4, 2007. g:\plan\2007 planning cases\07-09 lotus woods\stalr report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lotus Woods — Planning Case 07-09 On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat with variances to Subdivide 7.6 acres into 11 single-family lots and one outlot, Lotus Woods. The Planning Commission conducted a public hearing on the proposed development which was 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 RSF, Single -Family Residential 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). 3. The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects 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; 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. Variances. The City Council may grant a variance from the regulations contained in the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. - b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. - d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. 6. The planning report Planning Case 07-09, dated May 15, 2007, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 15tb day of May, 2007. CHANHASSEN PLANNING COMMISSION Jerry McDonald, Chairman Exhibit A PROPERTY DESCRIPTION: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the Center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Sections 1 and 23 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of Line A described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence 4 South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said Line A to be described; thence South 03 degrees 01 minutes 32 seconds to a point 100.00 feet at right angles from the South line of said Section 1, and said Line A there terminating. Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record plat thereof. 0 AMICK PROPERTY: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22°d, 1941. Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of said Lakeview Drive and Fern Road as shown on the map entitled: "Map of Carver Beach", according to the plat thereof, on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota; and running from thence along the Southerly line of Fern Road on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus foot to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when said course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2.03 acres plus or minus. AND CERVILLA PROPERTY: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a 10/16/2006 12:07 7636823522 OTTO ASSOCIATES PAGE 02 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317-(952) 227-110D Planning Case No. r— CnY OF CHANHASSEN RECEIVED MAR 3 0 2007 DEVELOPMENT REVIEW AP PLICAJIp14>01101As 65o contact: /lsr, a, , �— contact: Phone: bJ- o 6-_ Z'Fax: - ��, - phone: 7>3- N3 c3 s S Fax: 95�.ZgQ Email: �Oh /�x�o� r: c� Email ,, j t0 r/ raf 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)* 2/ 7�S f o0 Subdivision' An additional fee off 00 or addr f hl ? b Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) +" Variance (VAR) zf30 Welland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign 200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost"' $50 CUP/SPR/VAC/VARMAP/MeteS & Bounds $450 Minor SUB prior to the public hearingP ess w t nine pu Ilc hearing notrricatlon area will be Invoiced to the applicant *Sixteen (16) 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. MIME bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when said course is projected; thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fem Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fem Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fem Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. GAPLAN\2007 Planning Cases\07-09 Lotus Woods\Lotus Woods Property Desc.doc 0 FROM : COREGROUP & RS5CCIRTES FAX NO. : 9529422938 Oct. 31 200E 05:05PM P2 10/16/2e06 12:07 763GO23522 PROJECT NAME LEGAL DM;zj TION: TOTAL ACREAGE: VIETL4ms PRESENT: PREMED 7ONtNG: RL2=sTED ZONING: PRESENT LAND USE OESIGNxTTON: _ REQUESTED LAND USE DESIGNATION: REASON FOR REOl1Fs-r, <,,, Z,1' OTTO ,ASSOCIATES de OPPOMUon must bs WYVF Cttd In full and be typmr*n cc eca:fy printed end P"Is "u"d by epPtccab4e Clty OftNrmnx i revtctons. Before Nng this Planning Deoi*Wnt to deteTrine 6u spedllc ordinance and mcodural r.0A,, er A 6ata rrma5on of Completness of the apt 6,% be made withln 15 busin "U le of a;10a . deficler4ma as"be W to tht app3aritwlthln 15 bus',tescess c nh 3 a to or* that am making IPPftgftn for S e ft5Tted Dcfcn by the Myand an clLy requftments v6st regard IDfis regtn A This appttratlon stwuld be pracess, the qty eMNd Contact regarding arry matte pa'tairinp b LSL: epptt�itlon. I have (e;tne"eapy of Ov+ners DuptiOato Car�icaq of Tide, A6sbac2 or7me orpurehas� ag tO make th2 001oa6on and the fee owner has Wo elgned this wop cuoc% I will keep myself Informed of the daadtlnos for subnimbn of matwkil and the M601SWd that additanel fees rraj, be ataryed for wns 5rp fees f�5lbtl;ty Stu `�ovM� to P=a >Ldy. The doul aM Informebon I have sub. my 1Q1VNitrdQC. 94A LL/ . !, fOAo & n in r., PACE 03 t be tttcorr 119d by at PRonn rl o tm, YN shMld eb*r With the )pliable to your ■ppl'ca9on. s of aPPIIC on RAMNI. Awrltt A et Ippitcatkft, I am responaTbW for =rnplyi,g V t}r my rmrne and I am the party vd+om ;hod a copy of prod of oume,* ip ieMq Cr I am the auRtortred parson ress cf this appkatbm I firther eta with an estimate prior to any are hve and mrn;Ct to Ina beet of i SI NTOR 9 iWap nuaa loot o96 7S6 TVA 92:9I B.I. Hfiz/i£/OI 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 April 27, 2007, 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 Postponement of Public Hearing for Lotus Woods — Planning Case 2007-09 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 sworn to before me this IS+ day of M2007. Notary Pubic Kar n J. Enk!51irdt, Deputy Clerk =Pu!1icM1',nniesota 10 CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake. Applicant: Paul Eidsness et al The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council Chambers. 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 Sharmeen AI-Jaff at 952-227-1134 or by email: saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at www.ci.chanhassen.mn.us/serv/plan/07-09.html CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake. Applicant: Paul Eidsness et al The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council Chambers. 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 Sharmeen AI-Jaff at 952-227-1134 or by email: saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at www.ci.chanhassen.mn.us/serv/plan/07-09.html Lace Lake This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, infomaten and data located in various city, county, state antl federal offices and other sources regarding Me area shown, and is to be used for reference purposes only. The City does not minim that the Geographic Information System (GIS) Data used to pmpare this nap are error free, and the City does not represent Mat Me GIS Data can be used for navigational, tracking or any other purpose requiring erecting ramamenent of distance or direction or precision in Me depiction of geographic features. 0 errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Stables §466A3, Subd. 21 (2000), and Me user of this map acknowledges that the City shall not be liable for any damages, and expressly warms all claims, and agrees to defend, indemnify, and hold hamiess Me City from any and all chine brought by User, Rs employees or agents, or thim parties v ich arise out of the user's access or use of data provided. Lchus Lam This map is neither a legally recomad map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in vanous city, county, slate and federal offices and other sources regarding Me area shown, and is to be used for reteremco purposes only. The City does, not wamam that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that Me GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic featurestt errors or discrepancies are found please contact 962-227-1101. The preceding disclaimer is provided pursuant to Minnesota Statutes §406.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, aM expressly waives all claim, and agrees to delend, indermity, and hold lustiness the City from any and all claims brought by User, Us employees or agents, or third patmes which arise off of the users access or use of data provided, CHAD R & ROBIN E POINTER DOUGLAS D SUMNER JAMES R JR & El 1 FN 1 CRANSTON 6896 NAVAJO DR 699 CARVER BEACH RD 695 CARVER BEACH RD CHANHASSEN , MN 55317 -9571 PO BOX 2001 CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -2001 DANIEL L RADECKI TODD & KRISTIN JACKSON ALLEN I & BARBARA S OLSON 5808 BOTH AVE N 621 BROKEN ARROW DR 9435 LIBBY IN BROOKLYN PARK, MN 55443 -2105 CHANHASSEN . MN 55317 -9569 EDEN PRAIRIE, MN 55347 -428( RANDY SCHLUE7ER CRAIG I & ALLYSON L BENZ JAWS V & MARY L FRERICH 580 FOX HILL DR 620 FOX HILL DR 651 BROKEN ARROW DR CHANHASSEN , MN 55317 -9538 CHANHASSEN , MN 55317 -9512 CHANHASSEN , MN 55317 -9569 DALE & PAMELA I STAHL RICHARD I & JUDITH L WILLIAMS FRANK P & BONNIE L FILKO 580 BIGHORN DR 570 BIGHORN DR 550 BIGHORN DR CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 JOHN C & VICKI L FRAZIER CURTIS C & JUDILE N QUINFR JOHN D JR & USA LENSEGRAV 610 BIGHORN DR 725 PONDEROSA DR ETA- CHANHASSEN , MN 55317 -9806 CHANHASSEN , MN 55317 -9419 CHAASS 7RL HANHASSEN , MN 55317 -9559 MARK W & VALERIE NELSON LANA L MATSON-GALVIN & ERNEST F & MARY ANNE E PIVEC LVIN 6990 NAVAJO DR 5060 MEADVIILE ST 1EFFREY D NAVAJO DR CHANHASSEN , MN 55317 -9571 EXCELSIOR , MN 55331 -8788 CHAHASSEDR CHANHASSEN , MN 55317 -9572 CRAIG & MARY E RHATIGAN RICKI LEE HALE & STEVEN C & SHARON L ASH 599 BROKEN ARROW DR DEEANN WALLENTINE-HALE 356 CHIEF BOYD DR NE CHANHASSEN , MN 55317 -9569 600 FOX HILL DR CASS LAKE, MN 56633 -3241 CHANHASSEN , MN 55317 -9512 ROBERT JAN AMICK CONSTANCE M CERVILLA BRYAN & JENNIFER GRIMM 581 FOX HILL DR 650 CARVER BEACH RD 720 PREAKNFSS LN CHANHASSEN . MN 55317 -9538 CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -9239 MATTHEW T & LISA A KOEPPEN CURTIS W & NOELLE W SWENSON CHRISTOPHER S CHARLSON & ON 5410 GROVE ST 597 BIG WOODS BLVD 581 BIGRIE L WOODCHARS BLVD EDINA , MN 55436 -2210 CHANHASSEN , MN 55317 -4504 CH BIG WOODS N 55 CHANHASSEN , MN 55317 -4504 RICHARD M GORRA RICHARD ARTHUR SHEA ROBERT C HUBREGTSE & 8201 STONE CREEK DR 533 BIG WOODS BLVD 565 BIG A WOODS D BLVD L D CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -4504 CH BIG WOODS N 55 CHANHASSEN , MN 55317 4504 JOHN BARBH L ODOM JR DAVID O & RACHEL A IGEL DEAN R & DENISE T PRESTON B90 PLEASANT VIE 501 BIG WOODS BLVD 606 CARVER BEACH RD CHANHASSEN VIEW CV CHANHASSEN, MN 553174504 CHANHASSEN, MN 55317-2101 CHANHASSEN . MN 55317 -9263 ERIC V & NIKKI D TRUILLO DAVID A & JULIANNE OLSON GEORGENE M SORENSEN 6W BIGHORN DR 590 BIGHORN DR 540 BIGHORN DR CHANHASSEN, MN 55317 -8906 CHANHASSEN, MN 55317 -8805 CHANHASSEN. MN 55317 -8805 CHARLES & ANNE-M BUENGER ZACHARY A & JENNIFER L HARRIS DEAN T & SUSAN L STANTON 520 BIGHORN DR 1252 WB.DWOOD PL 500 BIGHORN DR CHANHASSEN, MN 55317 -8805 CHASKA , MN 55318 -9734 CHANHASSEN. MN 55317 -8805 PAUL D GRAN KENNEM W & COLLEEN J VERMEER PHILIP M HANSON 620 BIGHORN DR 730 PREAKNESS LN 621 CARVER BEACH RD CHANHASSEN, MN 55317 -8806 CHANHASSEN, MN 55317 -92.38 CHANHASSEN. MN 55317 -2101 CARVER BEACH PROPERTIES DELAHAYE ENTERPRISES LLC JOSEPH T & JANICE S MORTON C O ADRIAN JOHNSON PO BOX 693 6911 YUMA DR 332 END ST EXCELSIOR, MN 55331 -1806 EXCELSIOR, MN 55331 -0693 CHANHASSEN, MN 55317 -9560 nNnEY L KLEINER GREG & MARIA LINDSLEY ARMIN C & NANCY E DREISSIGER 655 CARVER BEACH RD 500 BIG WOODS BLVD 560 BIGHORN DR CHANHASSEN, MN 55317 -2101 CHANHASSEN, MN 55317 4504 CHANHASSEN. MN 55317 -8805 RICHARD & SANDRA MONSETH JON ALAN LANG PAUL T EIDSNESS & 530 BIGHORN DR 640 CARVER BEACH RD A NDREA S EIDSNESS CHANHASSEN, MN 55317 -8805 CHANHASSEN, MN 55317 -9428 4395 TRILLIUM LN W MINNEIRISTA . MN 55364 -7713 JOSEPH G m & BARBARA C BETZ PATRICK T MCRAITH MICHAEL ROWE 6940 LOTUS TRL 6900 LOTUS TRL 109 12TH ST CHANHASSEN, MN 55317 -9559 CHANHASSEN, MN 55317 -9559 FARMINGTON. MN 55024 -8856 EXECun VE QUALITY HOMES INC MICHAEL O'lMLI-Y JEFFREY B & MARY V KING 20741 32UM ST 2733 TYRONE LN 6886 LOTUS TRL NEW PRAGUE , MN 56071 4530 MOUND, MN 55364 -1928 CHANHASSEN, MN 55317 -9559 --�--�•wnra m.un R�P1£ a I 1 1 dww d awa CMJ::N '. £STAY' I rawu aivava m.arrr r. \�_____________________ LOT , 9 Y I fl Mw - IOLB 4 LOT ] BY. Y Io,d .4N - NY1! Y LOT ] N4 ] hfd M. - Aw ]F �+ nrM xtW.w-iv r•n not xtagp.rrYi n .ia m! TOM ]xe. - gas Arncs '-0'••••,•�• � o wM nF wr. ail.r.�Y,sw..Y�Yw.�W, r' W�w M�r��� a w.w Mimi w�av .W,.wn�tl�atiwWrw�.b n��,.r �ww wwlwrw Nrw.n r., �wwT. LOTUS WOODS BOBPMIC CHANHASSEN,MN W w� A9, w,mu u6 w� un6 ww,t e4 w wT�. _ M �I'a ..wn• wwrw� w.�wb.w.�iwwwWu o,ir W urt��w.rO.n aa.�M.ru,rYU TiM. PRELIMINARY PLAT 1 2-05-0190 �ar A 0 mm_p � tl 4 - . W r-- W • W � � :bR�� � � I g6 \ l \.o�v%�'arr i tL.J' - w N �3 t, o z O i O V W D m 3 Q O vca I I I I I I C � I z I � r7 I o I •�� j 1 ] J' C:J ro °4 i i1 ' I I a 1i if" R\ � J o , � hJ •r 8 / / g_ ��arµu�nu¢ Hsr wp oucr�c arru n ,mw�,m �r w� mn.wr wx i i .0 xina.wr vw uw x r vw u.n ,z ir:w. �camwm°w °w m xva1°wx* r- --1 77 l f' 900 W ' I : I ...... :l_—::_:__.1 I- l Ir '.I 9 40 T—_P' T i .. r TT _ 0 fie r t �pII 1/l�l���I� O-K Al -A if:.& qq CITY OF -POND OUTLET CONTROL STRUCTURE 2-97 "' 3109 REEr& .2-050190 PLAN 12 SHEETS 1wae . NUMA i - /�a `I O ee I I- r `5 fff ��e �.� r . • .r � bi C- �poti ... :. �f y✓4o �G_V Oe ea 4 A�'41fir a ,> •� V � '11 Oy Ipni 1111�117 •� It lJ Ve "�O �i ;!f�R • S"-„'-; 4 aia.•i`r�� !`l a oo �•,o o + a 4 rrfo moo �o o a ��► 3i .r-®®� y 4��V�f� e Y p�D� :Jf a��i! O Y, i �� 51 zop Kw�i i .. ,\ m� Qrj .;b�A"I�r� Nr?e. iiamw•�izr l;' 0 7� .. _ \ ri ! P=IN l ��. v �-i•j it 5 Miaf' 1° `c A LOTUS••• "I �A�af4O�TIBF'A � o � 'f. 3 F /Y'NYYWA. DENIM TREES TO BE REMONED pi WRING SECONDARY CCNS1RUClICN 1 o Ilk OED \iSL a 6-IC/<i II11 _ ��_� � T III �.�{ Mill{III ` 1�0 � / 1 �\ �N II I I I l�f+�": M .,. p . .w.___________________ P.E. tinv-.m MIND BASE UNE CANOPY COVERAGE . 2MI54 4 B{2J MINIMUM CANOPY MO AGE ALLON£D - In.BSJ W ( 1n E%ISING EMBRY WWRAGE PRESER4 (AEA PRIMARY k BEGONIA, CONSIRUCRCNJ - 11,1S8 (0.1%) RE REWRED REDAVUNTNGWI(53 Z,A/ 7559W % 1.2 - S].T(IB Sf - W THEE LOTUS WOODS TREE INVENTORY BOB MUCK (AFTER SECONDARY CONSTRUCTION 2-0"190 CHANHASSEN. MN ¢NccE NO 11 nr 19 cucrTc G i1] co -so aoia� � yy■■■ayt{`` O ^_. 11 �p't1 a 1` a '►�,1�V 1 901'I i ayw'i. e � a,0 a Oa"S at' l L ,7w __�, .- ,�..1�. I . / 0 e, i S SSOCI ATES Engineers & Land Surveyors, Inc. To: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Transmittal Date: 5/4/2007 Project: LOTUS WOODS Location: Chanhassen, MN Project No: 2-05-0190 CITY OF CHANHASSEN RECEIVED MAY 0 4 2007 CHANHASSEN PLANNING DEPT We are sending to you: ❑Attached ❑ Separately ®By Messenger ❑ By Fax ❑ By Mail ❑ Picked up by Client ❑ Shop Drawings ❑ Specifications ❑ Contracts ❑ Reports ❑ Prints ❑ Correspondence ❑ Other Number Documents Copies Number Date Description: 16 Preliminary Plans (full size) 4 Preliminary Plans (I 1 x 17) I Drainage Calcs I Dismal Copy - PDF ❑ No exceptions taken ❑ For your use ❑ For your information ❑ Rejected ❑ For your approval ❑ For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested [:1 Note Markings ❑ For your processing Remarks: CC: Bob Amick, Constance Cervilla, ]on Lang, BY Paul E. Otto Paul Eidsness, Ron Karon pau] ottoassociates.com Web Site: www.ottoassociates.com > w1131 111V131UIN 61KI-LI - 13UttPALU, MN 55313 - (763) 682-4727 - FAX (763) 682-3522 SCANNED SUMMARY �,., e�.-h.�� ►.�-ems IF oR�C�aa+L Runoff (cfs) /�)TE C-t l� KP.tNT/�111'� 1 1 I ,— R ya l LX�ST►�1� AREA TO WEST bxLS-Tta v ,r Q S Z v-z, I'14" 0 l , jbt c pvwleoz)-E-� \-, 10 u / - S " - Z. 1 � 1 A / r � 1 \ 15007 IF. lot I \\ .. _ 200_ ------1 -- �� ----� r'--- to ---� I II 1 II I 1 \ 1 L1 16W2 SF I1 A Jl rr-R \ \ \ �- 1 111f�772 SF. I I V I I I I 4CE�.::.� I �— \ 120 9049 \ 1 a 1.\v 22.1 N C kn of bit \ 0 55 pa+oib v `t /�tt� City of Chanhassen 7700 Market Boulevard P.O. Box 147 MY OF Chanhassen, MN 55317 UB8l1DeJSEN (952) 227-1100 Date: April 3, 2007 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Subdivision of property located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake with Variances. The site is zoned Residential Single Family. Applicant: Paul Eidsness. Planning Case: 07-09 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 30, 2007. The 60-day review period ends May 29, 2007. 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 May 1, 2007 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 20, 2007. 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 f. 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 (Owest or Sprint/United) 10. Electric Company (Xcel Enerav or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco Location Map Lotus Woods NE Corner Carver Beach Road and Big Woods Blvd. Planning Case No. 07-09 City of Chanhassen Lotus Lake SUBJECT PROPERTY QSTTO SOCIATES Engineers and Land Surveyors, Inc. To: City of Chanhassen nF-(TII` ED Attn: Sharmeen AI-Jaff 7700 Market Boulevard SEP 2 9 2005 P.O. Box 147 Chanhassan, MN 55317 CITY OF CHANHASSEN Transmittal Date: 9/28/2005 Project: Lotus Lake Property Location: Chanhassan Project No: 2-05-0190 We are sending to you: X Attached _ Separately _ By Messenger _ By Fax X By Mail Shop Drawings _ Specifications _ Contracts _ Reports X Prints _ Correspondence Number Documents Copies Number Date Description: 8 Concept Plan _ No exceptions taken X For your use _ For your information _ Rejected _ For your approval _ For your review _ Revised and resubmitted _ For your distribution _ As you requested _ Note Markings _ For your processing Remarks: Here is the concept plan that I left the message about. Please let -me know if you need any additional copies or information. Thank you. CC: BY: Paul Ron Karon (6 copies) E. Otto paul@ottoassociates.com Web Site: www.ottoassociates.com 9 WEST DIVISION STREET - BUFFALO. MINN 55313 - (763) 682-4727 - FAX (763) 682-3522 QSTTO SOCIATES Engineers and Land Surveyors, Inc. To: City of Chanhassen Attn: Sharmeen Al-Jaff 7700 Market Boulevard P.O. Box 147 Chanhassan, MN 55317 Transmittal Date: 9/1812007 Project: Lotus Woods Location: Chanhassen Project No: 2-05-0190 CITY OF CHANHASSEN RECEIVED SEP 2 0 2007 CHANHASSEN PLANNING DEPT We are sending to you: X Attached _ Separately _ By Messenger _ By Fax X By Mail Shop Drawings _ Specifications _ Contract _ Reports X Print _ Correspondence Number Document Copies Number Date Description: 3 Set of Construction Plans 1 Drainage Calculations (Storm water management plan, Storm sewer) I Engineers estimate 5 Final plat I l 1x17 Final Plat 1 Lot tabulations I Word Document on CD I Sanitary Sewer extension Permit I Specifications _ No exceptions taken X For your use For your information _ Rejected _ For your approval _ _ For your review _ Revised and resubmitted _ For your distribution As you requested _ Note Markings _ For your processing Remarks: Please let me know of any questions or comments. Thank you. CC: BY: Paul E. Otto Bob Amick (1 spec, 4 sets plans and plat) paul@ottoassociates.com Ron Baron — (1 set plans and plat) Web Site: Ntu w'.ottoassoclatcs.COm 9 WEST DIVISION STREET - BUFFALO, MINN 55313 - (763) 682-4727 - FAX (763) 682-3522 SCANNEn OTTO JOB NO.2-05-0190 — LOTUS WOODS That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the Center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. 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I I 1 i I 0 I'll a.� N 2 \tom C \ CITY OF CHANHASSEN RECEIVED (\\ SEP 2 0 2007 N syt 1\ CHANHASSEN PLANNING DEPT 1 to \ 1 n, F., ,T 1 1 rn. Ye,u m. a rn. Sara nm or w xxou..n ou,.I ar ssna, 14 .n.nYiY _- �plt \1 //4 Mep. IS C'm� Gnrl YMi.nb 9 \ -----------}----------------- n�aY Z7 ,, \ tarnb YYwn+,f \ \ Cf IrlMl/i 4PMI M YOLbn IM _ aea _ — — V — — — — _ — — _ — _ _ O A I 1_ �- rlvvUJ I Vlv L.ul u.l: LrI��G I ---- —� �---- --- I I / / Z. O N MOM /MESSOPERLM Al Y I / 7 MAOKINM" MO?-tf MMY LMCS AAO LCSIC S fFE! M / MO14 /I46T OTYIPM6£lOGIEA ANO A0.OMIYG L01 / 5 TICS AS 9OIII/ LM 11E P'AT. se"TES SCANNED a1M. 110 SSOCIATES Engineers and Land Surveyors, Inc. To: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Cm or F CITY OFCHANHASSEN RECEIVED M MAR 3 0 2007 PLANNING DERf Transmittal Date. 3/28/2007 Project: Lotus Woods Location: Chanhassen, MN Project No: 2-05-0190 We are sending to you: ❑Attached ❑ Separately ❑ By Messenger ❑ By Fax ❑ By Mail ❑ Picked up by Client ❑ Shop Drawings ❑ Specifications ❑ Contracts ❑ Reports ❑ Prints ❑ Correspondence ❑ Other Number Documents Copies Number Date Description: 16 Sets (full size) Preliminary Plans 4 Sets (1 Ixl7) Preliminary Plans Drainage Calcs ❑ No exceptions taken ❑ For your use ❑ For your information ❑ Rejected ❑ For your approval ❑ For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ Note Markings ❑ For your processing Remarks: CC: Bob Amick, Constance Cervilla, Jon Lang, BY Paul E. Otto Paul Eidsness, Ron Karon paul(a).ottoassociates.com Web Site: www.ottoassociates.com y WE31 UIVIMUN MKttl - t5UrtALU, MN »313 - (763) 682-4727 - FAX (763) 682-3522 SCANNED LOTUS WOODS - PLANNING CASE 07-09 $735 Subdivision $200 Variance $200 Notification Sign $1,135 Paul Eidsness paid check #2358 SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 553 03/30/2007 Receipt No. CLERK: katie PAYEE: PAUL EIDSNESS 4395 TRILLIUM LN MINNETRISTA MN 55364 LOTUS WOODS PLANNING CASE ------------------------------------------------------- Use & Variance 935 Sign Rent 200 Total Cash Check Change 0 1,135 SCANNED REUIVED NOV 0 3 2006 T u T T/ r CITY OF CHANHASSEN KJOLHAUG ENVIRONMENTAL SERVICES COMPANY Providng So d, BaWx9d, coWehermw Natwal Resource S"cm Letter of Transmittal TO: NAME COMPANY Project Lori Haak/Don Aslesian City of Chanhassen Karon Property/Lotus Woods CC: Ron Karon Paul Otto Otto Associates FROM: NAME DATE Copies Description Kelly Dlouhy 11/2/06 2(2)(1) Wetiand Delineation Report 0 FYI ❑ For Your Review • Comments: ❑ Please Reply ❑ As We Discussed Enclosed is the Wetland Delineation Report for the Lotus Woods Site in Chanhassen. Don Aslesian with the City of Chanhassen reviewed the delineation in the field on October 5, 2006, and approved the wetland boundary at that time. Final approval would be issued upon receipt of the delineation report. Please review the report as we are seeking a letter of concurrence on the wetland delineation. Feel free to contact me if you have any questions or need additional information to evaluate the site. 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax 952-401-8798 Name and Address of Local Government Unit: City of Chanhassen, 7700 Market Boulevard P.O. Box 147, Chanhassen, MN 55317 Name of Applicant: Karon Real Estate Group Project Name: Karon Property Application Number: n/a Type of Application (check one): ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision ® Wetland Type/Boundary Decision Date of Decision: 11/03/2006 Check One: ® Approved ❑ Approved with conditions (see note on page 2 regarding use of wetland banking credits) ❑ Denied Summary of Project/Decision (indicate exemption number per MN Rule 8420.0122, if applicable): Chanhassen as LGU is accepting the Wetland Delineation Report submitted by Kjolhaug Environmental as accurately depicting wetland types and boundaries on site. List of Addressees: Landowner(s): Robert Amick, 561 Fox Hill Drive, Chanhassen, 55317 Constance Cervilla, 650 Carver Beach Road, Chanhassen, 55317 Jon Lang, 640 Carver Beach Road, Chanhassen, 55317* Members of Technical Evaluation Panel: Greg Graczyk, Carver Soil and Water Conservation District Brad Wozney, Board of Water and Soil Resources Watershed District or Watershed Management Organization (If Applicable): Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District . Department of Natural Resources Regional Office (select a ro riate office) - Page 1 of 2 Karrons Decision 9/16104 NW Region: NE Region: Central Region: Southem Region: Regional Director Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. 2115 Bvchmont Beach Rd. NE Div. Ecol. Services Div. Ecol. Services Div. Ecol. Services Bemidji, MN 56601 1201 E. Hwy. 2 1200 Warner Road 261 Hwy. 15 South Grand Rapids, MN 55744 St. Paul, MN 55106 New Ulm, MN 56073 DNR TEP Representative (if different than above) Julie Ekman, DNR Hydrologist Corp of Engineers Project Manager @ Department of the Army, Corps of Engineers, St. Paul District ATTN: CO-R, 190 Fifth Street East St. Paul, MN 55101-1638 Individual members of the public who requested a copy, summary only Kjolhaug Environmental Services Company, Inc. 26105 Wild Rose Lane, Shorewood, MN 55331 . You are hereby notified that the decision of the Local Government Unit on the above - referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice. NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland banking credits is conditional upon withdrawal of the appropriate credits from the state wetland bank. No wetland impacts may commence until the applicant receives a copy of the fully signed and executed "Application for Withdrawal of Wetland Credits," signed by the BWSR wetland bank administrator certifying that the wetland bank credits have been debited. THIS DECISION ONLY APPLIES TO the Minnesota Wetland Conservation Act. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. LOCAL GOVERNMENT UNIT -r 11/3/2006 Signature Date Natural Resources Technician Name and Title - Page 2 of 2 Kazrons Decision 9/16/04 FINDINGS AND CONCLUSIONS City of Chanhassen 7700 Market Boulevard • P.O. Box 147 • Chanhassen, MN 55317 Name of Applicant: Karon Real Estate Group Project Location(s): 560 Fox Hill Road, 640 Carver Beach Road, 650 Carver Beach Road Chanhassen, MN 55317 Type of Application (check one): El Delineation Decision ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision Date of Decision: 11/3/2006 Findings and Conclusions The City of Chanhassen, LGU, accepts the wetland delineation as indicated in the wetland delineation report submitted Kjolhaug Environmental Services Company dated October 31, 2006. The City of Chanhassen verified the boundary placement and type determination during a site visit on October 5, 2006 with Kjolhaug staff present. See attached survey for additional details. CITY OF CHANHASSEN Title: Natural Resource Technician Date: 11/3/2006 I Karon Property Chanhassen, Minnesota Wetland Delineation Report Preparedfor Karon Real Estate Group by Kjolhaug Environmental Services Company, Inc. (KES Project No.2006-183) October 31, 2006 Botanical Garden, 1991). Indicator status of plant species was taken from the National List of Plant Species That Occur in Wetlands: 1988 Minnesota (U.S. Fish & Wildlife Service, 1988). ' III. RESULTS Review of Soils, NWI, DNR and FSA Information ' The National Wetland Inventory Map (NWD (Excelsior and Shakopee Quadrangles, U.S. Fish & Wildlife Service, 1991) showed one PFOI C wetland in the northwest corner of the property and one large LIUBH lake (Lotus Lake) along the east edge of the site (Figure 3). ' The Soil Survey of Carver County, Minnesota (USDA on line soil survey, 2004) indicated Hamel loam and Lester-Kilkenney loams as soil types present on the site (Figure 4). Hamel is a ' hydric soil indicative of wetland conditions when undrained. The DNR Protected Waters Map, Carver County (Sheet 2 of 2, Minnesota DNR, 1984) ' indicated DNR Protected Water 10-6P (Lotus Lake) at the east edge of the property (Figure 5). The OHWL for Lotus Lake is 896.3 msl (1929 datum). Wetland Determinations and Delineations Potential wetlands were evaluated in greater detail during field observations. One wetland and one lake edge were identified and delineated on the subject site (Appendix A). Corresponding t data forms are included in Appendix B. The following description of the wetlands and surrounding upland reflects field conditions observed at the time of site visit. At that time, vegetation was actively growing, temperatures were in the 80's and hydrology was assumed to be typical of summer. Wetland I was a Type 1 (PFO 1 A/PEMA) basin in the northwest portion of the site. Dominant ' vegetation consisted of reed canary grass with lesser amounts of green ash, American elm, beggar ticks, and duckweed. Soils observed below the wetland boundary met the F3 field indicator for hydric soils (depleted matrix). The primary indicators of wetland hydrology ' included sediment deposits ana water -marks up to 3 inches on trees. Free water was observed within 14 inches of the soil surface at the sample plot. Adjacent upland consisted of deciduous woods dominated by sugar maple with lesser amounts of red oak, basswood, and Virginia creeper. Upland soils were without redoximorphic features and no primary or secondary indicators of wetland hydrology were observed. ' The delineated boundary followed a change in topography and plant communities. The wetland corresponded to an NWI-mapped PFOIC wetland but was mapped with non-hydric soil (Lester- ' Kilkenny). Lake edge (L1UBH) consisted of the abrupt Lotus Lake edge; a deepwater habitat. Vegetation t observed along the edge included green ash and beggar -ticks along an abrupt drop off to water more than 1-foot deep. Adjacent upland consisted of a combination of sugar maple -dominated ' woods, Kentucky bluegrass lawn and private docks. SWMP FEE WORKSHEET DATE April 23, 2007 PLANNING CASE 07-09 PROJECT Lotus Wools Site Area in Acres 7.60 Outlot A (0.70) Assessable area 6.90 ZONING CLASSIFICATION RSF WATER QUALITY WATER QUANTITY FEES Rate per Acre Acres Total $ 1,900.00 6.90 $ 13,108.47 Rate per Acre Acres Total $ 3,100.00 6.90 $ 21,387.51 CREDITS ITEM UNIT QUANTITY 50% UNIT TOTAL PRICE Storm water pond acre 0.5 $ 1,900.00 $ - Outlet structure each 1 $ 2,500.00 $ 2,500.00 S 2,500.00 SWMP FEE $ 34,495.98 SWNIP CREDITS $ 2,500.00 TOTAL SWMP FEE $ 31,995.98 City of Chanhassen 7700 Market Boulevard ---Invoice P.O. Box DVQ E`—Chanhasseenn , MN 55317lJ ' (952) 227-1100 To: Mr. Paul Trillium Lane 4395 Trillium Lane West Minnetrista, 55364 01 KTM 1 1 4/19107 1 7 A, I upon receipt 53 I Property Owners List within 500' of Lotus �O TOTAL DUE $3.00 1 $159.00 $159.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above attached) and must be paid prior to the public hearing scheduled for May 1, 2007. Make all.M&LY4 to: City of Chanhassen code on your check: Planning Case #07-09. concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! Location Map Lotus Woods NE Corner Carver Beach Road and Big Woods Blvd. Planning Case No. 07-09 City of Chanhassen Lotus Lake SUBJECT PROPERTY SCANNED QSTTO SOCIATES Engineers and Land Surveyors, Inc. To: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Transmittal Date: 11/28/2006 Project: Lotus Woods Location: Chanhassen, MN Project No: 2-05-0190 We are sending to you: ®Attached ❑ Separately ❑ By Messenger ❑ By Fax ®By Mail ❑ Picked up by Client ❑ Shop Drawings ❑ Specifications ❑ Contracts ❑ Reports ❑ Prints ❑ Correspondence ❑ Other Number Documents Copies Number Date Description: 15 Sets Preliminary Plans and Hard Cover Exhibit ❑ No exceptions taken ❑ For your use ❑ For your information ❑ Rejected ❑ For your approval ❑ For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ Note Markings ❑ For your processing Remarks: CC: Ron Karon, 2 Sets BY Paul E. Otto paul@ottoassociates.com Web Site: www.ottoassociates.com v WEST DIVISION STREET - BUFFALO, MN 55313 - (763) 6824727 - FAX (763) 682-3522 SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.07-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 1, 2007, 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 of property located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake with Variances — LOTUS WOODS. The site is zoned Residential Single Family. Applicant: Paul Eidsness. A plan showing the location of the proposal is available for public review on the City's web site atwww.ci.chanhassen.mn.us/F na/plan/07-09.htmi 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. Sharmeen Al-Jaff, Senior Planner Email: gaff@ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on April 19, 2007) Date: April 3, 2007 To: Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Subdivision of property located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake with Variances. The site is zoned Residential Single Family. Applicant: Paul Eidsness. Planning Case: 07-09 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 30, 2007. The 60-day review period ends May 29, 2007. hi 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 May 1, 2007 at 7:00 p.irL in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 20, 2007. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. 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 west or Sprint/United) 10. Electric Company (Xcel Enerev or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco Location Map Lotus Woods NE Corner Carver Beach Road and Big Woods Blvd. Planning Case No. 07-09 City of Chanhassen Lotus Lake SUBJECT PROPERTY QUIT CLAIM DEED Form No. 29-M Minnesota Uniform Individual(s) to Joint Tenants (Top 3lvchrs lisvad fQ Rc xdiug Dam) Convevancing Blanks IrIS/97) DEED TAX DUE: $ 1.65 Dare: FOR VALUABLE CONSIDERATION, Paul T. Eldsness art AMrea S. Eldsness, Vida Andrea S Johnson husband and wife , Grantor(s), (makes tams) hereby convey(s) and quitclaim(s) m Paul T. Eidshass mid Andrea S. Eidsness, Husband and Nude .Grantees, SS joint teasers, real property in Carver County, Minnesota, described As follows: See attached Exhibit A. This Corrective Quit Claim Dead is given to correct She legal desuipfion of the property conveyed used in a former Deed between the parries hereto, dated February 13, 2006, and recorded in She office of the Registrar of Tires for Carver County, Minnesota, on February 15, 2006, as Document No. T 157038. This Deed is given in consderadw of $500.00 or less. together with all hereditaments and apphmeoances. Mk box if applicable: The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the states and number of wells on the described real property have not changed since the last previously filed well disclosure certifhcat L PaulEsasness Affix Deed Tax Stamp Here Andrea S. Edsniess We Antlma S. Johnson STATE OF MINNESOTA ss. COUNTY OF 13fYRroEa lleiuNEPiN / //// This instrument was acknowledged before me on JG/7P �Yy a_';2(. by Paul T. Edsness and Andres S. Eitlsness, bWa Arenas S. Johnson husband and wife . Gtmta(s). SHELLY MARIE JACKSON NOTARY PIPSUC. WNNESOTA a/Caawuw EyM 3tt. iata Rice Law Finn, Chartered 525 West 78Sh Street Suite 201 P.O. Box 1180 Chanhassen, Minnesota W17-1180 SIGN" OF NOTARY PUB�k OR OTHER OFFICIAL Check here if pan or all of the land is Registered (Toneos) 0 Tsx SMU ineuts for the real property described in th6 instrumcot should be seat to (include Dame and address of Gaatre): Paul T. and Andrea S. Eidsness 4395 Trillium Lane West Minnebista, Minnesota 55364 Eidsness Property Easterly [Lakeshore] Parcel That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Easterly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Exhibit A Hp2741.06.12.06.Fa t j Free.1 Fi4r cv.6 L.WI (lna!xr.y L0. by R e.dwWJ r. u: u' 144101e ncu • �j R.Iv.'7 V.n Bummille Raingarden Planting Plan (deepn by Ban Engineering) City of Burnsville Post -Construction Runoff 1.44 inches in 9 hours Post -Construction Runoff - June 8, 2004 0.75 0.50 0.25 0.00 0.075 £ 0.060 0.025 0.000 GPM G Tue Jun 2004 City of Burnsville BPM 9 Wed 3AM 6AM 9AM 12PM 6/e/2004 4:00:00 PM - 6/9/2004 12:00:00 PM City of Burnsville Designed by: Barr Engineering 71, Raingardens for Entire Neighborhoods Ob .71 Burnsville — Rushmore Street 5.3 acres — 25 homes — 17 raingardens Designed by: Barr Engineering 51ormwaler no. 4n � Runoff across impeNlpus suds. and the lawn ---:t> Decreased well Slarmweter Infihatmn Small depressions created to collect stoenwaler can be planed with trees and shrubs. Plants such as red twigged dogwood. American hazelnut, and black chokeberry will benefit from the additional moisture. UofMCALA/ City of Blaine rnuuv+tn one unmy \ cgwcumg Pm inlinranns - unl mi Lily atonnwnlae lKllM to '"stillsNksgemn I9991n en /\+ rdmemarwmcmBruuumnn,nwanMmsr S,"Ine, hmaP erq m'swisn antle fi.r. um amw. olr:I rmhome Imm Ir;=kur w disc. m Were'.. Pas• sa^0 �— GloaNwwer fable —Its We local RowsIwrw BwYOe navlf enters Via MIMolocal earMa wramwwrrrula to nnled U of M CALA / a Aare troek wuwawr City of Blaine This dlegom Yaws the mo mmard of alommvater as it travels away from your hours. aa,perlelbte smmsetter mrnegemenl Includes directing this water away from your house to ensure a dry mleemenl yet allowing for intllthoon within the yard. A omod Mace to capture water Is the `drainage and usury easemenr at the edger o/ your property Here water can W directed to me sack and front of the lot end allowed le seek Into the grouts. Raingardens (Ca Norin Rainwater / Storm Ater ) r / 9 a / I r! ' 'Iff r ,TI r 1" l / r 1 I I It Just like a regular planting, but able to absorb rainwater and breakdown pollutants Concept - Gregg Thompwn, Illustration - Tama Litwak, Animation - Ron Strus RXRFi;ARRrRRnR�FR�m; CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lotus Woods — Planning Case 07-09 On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat with variances to Subdivide 7.6 acres into 11 single-family lots and one outlot, Lotus Woods. The Planning Commission conducted a public hearing on the proposed development which was 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 RSF, Single -Family Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). The legal description of the property is attached as exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects 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; 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. Variances. The City Council may grant a variance from the regulations contained in the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. 6. The planning report Planning Case 07-09, dated May 15, 2007, prepared by Sharmeen AI-Jaff, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 15d' day of May, 2007. CHANHASSEN PLANNING COMMISSION VY Exhibit A PROPERTY DESCRIPTION: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the Center line of Fem Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. 0 That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Sections 1 and 23 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of Line A described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence 4 South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said Line A to be described; thence South 03 degrees 01 minutes 32 seconds to a point 100.00 feet at right angles from the South line of said Section 1, and said Line A there terminating. E Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record plat thereof. 0 AMICK PROPERTY: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22", 1941. Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of said Lakeview Drive and Fem Road as shown on the map entitled: "Map of Carver Beach", according to the plat thereof, on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota; and running from thence along the Southerly line of Fern Road on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus foot to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when said course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2.03 acres plus or minus. AND CERVILLA PROPERTY: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a 5 bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when said course is projected; thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fem Road; thence along the center line of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. GAPLAM2007 Planning Cases\07-09 Lotus Woods\Lotus Woods Property Desc.doc CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.07-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 15, 2007, at7:00p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for subdivision of property located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake with Variances - LOTUS WOODS. The site is zoned Residential Single Family. Applicant: Paul Eidsness. A plan showing the location of the proposal is available for public review pn the City's web site VAW. R5 UZMV oratCity Hall during regularbusinesshours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al- Jaff, Senior Planner Email: sari fli8, i h h en Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, May 3, 2007; No. 4830) Affidavit of Publication 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 newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No.� was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopqrs,41Vwxyz Laurie A. Hartmann Subscribed and sworn before me on this day of � 2007 ilzwv" -2 Notary Public RATE INFORMATION GIVEN M. AADUENZ NOTARY PVBUC-MINNESOTA My C0MilW,: bPres Al. 31, 2010 Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter .............................................. $11.89 per column inch SCANNED PROPOSED DRAIN E MAP A �^"Tp 3/4• _xa�a9z}..H \\ sseM�➢➢91�...... 0 1 1 1 1 `•11g ``, \� IE' 11 ��rc 1 �� 1 11�' 1 1 IL 1 �� 1'�111\ti 1" >I 1 1 Mr""� \n�pp„v�` L F �` \\ \\\` \I I 1 1111I �. �➢� 'F °6 � nl� 1 �;< 1 1 \ ` {;r•rly G1` o1al'�-c ,%s. � � e a�'�� 4�` Gy \ \ auwlAS�+, wv 9szn �- >4\. \ �3.-60— — L� i\ —— e�� 1 1 1 1 I 1111 _ I� \IT \\\ I ➢`"""�� Reim➢Bb.63 \` �BSY— v \\ \\ \ 1' I I / '9S 1 11 11� 1 l ./ < y ,Q,� ➢� �- \ � \ � \ , s - � \\ 1 i 1 1 1 I I �. 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JY / 1 ;'9 1J�-� \ I I 1 \ I-N g W �N \ 3;59 iIR1 I�\1T Sit \FmG Y' \ ��� N INN eavn°ir%m) Ra \ \ / / / � l � ,r, ` \ � � � � � I f I OW a L � \�\'9\\ \ \\ / � ; � `iN \ 00 9]I,2 r� \ \ �� \ sett J • ` \ \\ 1 1 1 m�e0�a4132 03 21B9 CI) H—�� II�� I I �\ -ig \ Ca�i.•.�.{� rIT-9.Y iy�% / \� i ?.9JI.50 \ eeuaB mm1q1q""I I I I I \ \ I {\ ly \ \ .-927s.e!' \A\IEnNA]IAKi.ld� I I I I I \ �nre979' • ! Mr=9z].JJ `Rbn=9J32r `��.�w. s. • Iook RYn=aJe.9T � � pp �ERi(Sy� I�.s9IJ B) Gyfl I Mm922Be1 Rim=911% \ RMr9%/i. Mw9T2J) \ 3160 v,� li_iil:,.IJ i� r ° j- Rin=9T13/ 'r I , •' I I I rWaw RI^=9TLJI 1 �/ vW.Ar=9/SMl I I c I A j / RSM�911]I • I `r I a/E.(A6a A / E.W 11 w Mw \ xxuc �Y sxc]isa+ I L au�sav I r x srttuo I ac+rvm r. oorau : usf ,r. scl // TRfPLE ----- Ibwall.% \ wnxa91 Fhry211. N \ EMf9rS °T RFr=92AW ,-k�f Oel ner - &r✓er - JeV. is slrn; jar * BtA Ucnd5 AaudopryLo , re.-FreeS, isscue.— ai" lift- 4cc6m Sanse� C.C.. rneefiI aT�_ Preserve� `f Yee_ ekJbIn LA%- Phasc.3 a3I0 OPprv\ja-J F _ wau.Qd ii'tb -0 ensure, e Shs &. O6 homeS t r�creasl ng anal is a n i s SvLe. Q N u bev - �16r�sho� - Mx- of PaPLE - 6uw1� ver� hafP� Lz/ tree-p'eslpvarea. Kevin owim - does not support- -be*-r defined hauy- s - o}�e r develepps shov\j �ekvafi� s mad ices ICo�nl�-n`Thm�as -wowa prefer M(`rt col houses be bb i e- L.a rsml, chi v�� 1a nc( Once , V/j I ( be ,C&r, lamer his ad non boar 6 U —evet d;I� has 1a d n ve roo 'Mark U,hdesfwU f SIOU)I dives - �PXIs i i�, M l ow ad off' WMkW,( 17o�n I�e-�p�ar� SUBJECT PRiiPERTY o C-7-ocl CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/14/2007 3:27 PM Receipt No. 0049660 CLERK: katie PAYEE: ROBERT AMICK 581 FOX HILL DRIVE CHANHASSEN MN 55317 Planning Case #07-09 ------------------------------------------------------- GIS List 159.00 Total 159.00 Cash 0.00 Check 1673 159.00 Change 0.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Uff OF (952) 227-1100 To: Mr. Paul Eidsness 4395 Trillium Lane West Minnetrista, 55364 Invoice SALESPERSON DATE TERMS KTM 4/19/07 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 53 Property Owners List within 500' of Lotus Woods (53labels) $3.00 $159.00 TOTAL DUE $159.00 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 May 1, 2007. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #07-09. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! b-7--o'/ CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 10/16/2007 10:15 AM Receipt No. 0054833 CLERK: katie PAYEE: ROBERT AMICK 581 FOX HILL DRIVE CHANHASSEN MN 55317 Planning Case 07-09 ------------------------------------------------------- Use & Variance 250.00 Recording Fees 450.00 Total 700.00 Cash 0.00 Check 1700 700.00 Change mme ", AwjFD CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Applicant Name and Address: —WADI_ E 1L�51JECS 4 1 �TCiS t0000S t l ,S TC1LL11)41 LJJ L0EST MtKwV_mtsrA r.IJ sszti�A Contact: �_Io►) r_KtfV) Phone:Fax:7G3-Wtr-3M Email: AWN0 AO(,.r_oK Planning Case No. 07_C 1 Owner Name and Address: 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)' X Subdivision* FIOAI- 4 (JT +Z660 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost*' - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450`'Minor SUB r TOTAL FEE $ 70C (� An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. "Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/2" 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. w%k c ` =a SCANNED PROJECT NAME: LOTW` woots LOCATION: I DW4 01F 81(�(Wus f�AsroF CACYEC e>tk l• V�D, , 5" 'TA- of FOX $U t)f�t/. LEGAL DESCRIPTION: TOTAL ACREAGE: 71± LSF-E- Atrkc"-.D o-maS) WETLANDS PRESENT: _YES NO PRESENTZONING: ZSF REQUESTED ZONING: g.sy- (-G - Q PRESENT LAND USE DESIGNATION: Low ` bi�-Osa-1 2>rStar►5z1At REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: pF-y1EW RAT- AppeDU AA — 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 Owners 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. 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 with the study. Th documents and information I have submitted are true and correct to the best of my knowledge. �0W-rV AK%Ct-- �, c (016.07 P&tX- E►ASOESS - z_� ��' Son) LAnk� 0 b -d Signature of Applicanu v' I 1 s Awcr-- (0.t007 Signature of Fee Owner y GipLAN\forrns\Development eview Applioaton.DOC CDK TiNXE- Date CEMIUiFC� j Olz t*011 E1�51�ES5 — t�-fS o7 Date C 00 STlluCT-- CE", LtAr; iv R 12/05 i3 01- iCANNEO 10/16/2006 12:07 7636823522 OTTO ASSOCIATES PAGE 02 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 Planning Case No. c 1— CITY OF CHANHASSEN RECEIVED MAR 3 0 2007 DEVELOPMENT REVIEW APPLICATIONA �l�''MyiU_ a3ry� <.Py Address: 650 contact: C�a, I Contact: Phone: b3 0 'Fax: phone: 7i>3- y3, o s s Fax: Email: r(PN /c4 gj�/• cow Email �� /« 9 CCA'-Y c�: cry l 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)- vo Subdivision' An additional fee off s3 00 r dd Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) 1Z Variance (VAR) Z 0 U Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign 200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost- - $50 CUP/SPRIVACIVARM/AP/Metes & Bounds - $450 Minor SUB prior to the public hearing. pea ress Within the public hearing notification area will be Invoiced to the applicant *Sixteen (16) full-size folded Copies of the plans must be submitted, including an 6'/2" X 11" reduced copy for each plan sheet along with a digital coov 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 appllcation- SCANNED FROM : COREGROUP & ASSOCIATES FAX NO. : 9529422938 Oct. 31 2006 05:05PM P2 10/16/2006 12:07 7536822522 PROJECT NAMe LOCATION:_ LEGALMScRJpTrON: See of TOTALACREAGF: 7 9 :t WE LANC,S PRESENT: PRESENTZONING: REQUESTED ZDM,4r,• L�-YEa NO PRESENT LAND USE DESIGNATION; _ REQLISSTED LAND USE DESIGNA710N: REASON FOR REQUEST: O T TO .iSSX74TeS p4GE 03 7}liti apP6eation must be completed In foe and be "a Afn cQ c!%a printed and m ba =MparAad try aI wornmr. and peons rr_gv;re by applicable CW Oftlhmn� provis ons. Befate fi' this Son. Planning Dapartrnent to date mine the -Taft o tier anee and procedural re ""menu plira6 to our ap10 rimer the, pleation, A deb rrdnation d COmple�ess of ne app shag be Rratle within 15 busutess p{ appika>;on submittal, A wr!Gan natee of Vp kathv de6CW4es strati be tttaled to +Ae appkard within 16 busrnesa of appuption. This is 10 CerofY that I em making application for the dasaMbed action by the City and I am tpsponslble for corn*inq with atl C&Y mqua'mwts with regard to this request This appOwtion shoved be procesaad my varne and I am the party wtwm the City should Contact regarding any rnatber pen9ininp to fhLti aDplratlon. have a d18d a (tidier copy of own9ns Daplioato C4011k to of Title, Abalracti o! Title or pvrah I 89 my of Pro& of ownership to make this apt, lm6on and the fee owner has also eipied ih18 appixa6on. , or I am the authorized porson . I will keep myae;f Informed of the deadbes for sub"ftsion of rry t rtl and the progress d this apptkatlom ! Who( and t>r and f 3t add tonjo fees M' be charged far consAM fees, fasib'lity studies, etc. w tl, an eahmax pda' to any Pow audy. The clove� rind inf=Vton I have submtt�d are hue and corrvCt to rhs best of myknowtedpe P�O/'!'F Dy+rij V ��1� Fay & n fit ,. — rtiv Im SCANNED 7n1;700tT SJUTOA 5 JMaA SUU;a TOOK OR M TV4 M91 AT HN/TUAT User Name: Troy Project: 05-0190 Kaorn Real Estate Group Create Lot Report Date: 09-19-07 Time: 08:58:32 Page: 1 Create Lot Report Name Description Square Feet Acres BLOCK 1 BLOCK 1 LOT 1 BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 BLOCK 1 LOT 5 BLOCK 1 LOT 6 BLOCK 1 LOT 7 BLOCK 1 LOT 8 BLOCK 2 LOT 1 TO WATER BLOCK 2 LOT 2 TO WATER BLOCK 2 LOT 3 TO WATER BLOCK 2 TO WATER OUTLOT A PLAT TO WATER LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS LOTUS WOODS 128072.22 15005.18 15070.44 16411.61 17689.42 15320.31 16002.39 16275.01 16297.85 43168.01 39937.35 59791.97 142897.34 37529.97 347369.12 2.94 0.34 0.35 0.38 0.41 0.35 0.37 0.37 0.37 0.99 0.92 1.37 3.28 0.86 7.97 CITY OF CHANHASSEN RECEIVED SEP 2 0 2007 CHANHASSEN PLANNING DEPT SCANNED N36SYHNVHO JO All0 90OZ E 0 AON GBM333H 1 LroLHAuG ENVIRONMENTAL SERVICES COMPANY vs%mwpy Providing Sound, Balanced Comprehewice .Ymuml Resount Solutions BCIINNED Karon Property Chanhassen, Minnesota Wetland Delineation Report Prepared for Karon Real Estate Group by Kjolhaug Environmental Services Company, Inc. (KES Project No.2006-183) October 31, 2006 ' Botanical Garden, 1991). Indicator status of plant species was taken from the National List of Plant Species That Occur in Wetlands: 1988 Minnesota (U.S. Fish & Wildlife Service, 1988). ' III. RESULTS Review of Soils, NWI, DNR and FSA Information ' The National Wetland Inventory Map (NWI) (Excelsior and Shakopee Quadrangles, U.S. Fish & Wildlife Service, 1991) showed one PFOI C wetland in the northwest comer of the property and one large L1UBH lake (Lotus Lake) along the east edge of the site (Figure 3). ' The Soil Survey of Carver County, Minnesota (USDA on line soil survey, 2004) indicated Hamel loam and Lester-Kilkenney loams as soil types present on the site (Figure 4). Hamel is a hydric soil indicative of wetland conditions when undrained. The DNR Protected Waters Map, Carver County (Sheet 2 of 2, Minnesota DNR, 1984) ' indicated DNR Protected Water 10-6P (Lotus Lake) at the east edge of the property (Figure 5). The OHWL for Lotus Lake is 896.3 msl (1929 datum). ' Wetland Determinations and Delineations Potential wetlands were evaluated in greater detail during field observations. One wetland and one lake edge were identified and delineated on the subject site (Appendix A). Corresponding data forms are included in Appendix B. The following description of the wetlands and surrounding upland reflects field conditions observed at the time of site visit. At that time, vegetation was actively growing, temperatures were in the 80's and hydrology was assumed to ' be typical of summer. Wetland I was a Type 1 (PFOIA/PEMA) basin in the northwest portion of the site. Dominant ' vegetation consisted of reed canary grass with lesser amounts of green ash, American elm, beggar ticks, and duckweed. Soils observed below the wetland boundary met the F3 field indicator for hydric soils (depleted matrix). The primary indicators of wetland hydrology mciuded sediment deposits and water -marks up to 3 inches on trees. Free water was observed within 14 inches of the soil surface at the sample plot. Adjacent upland consisted of deciduous woods dominated by sugar maple with lesser amounts of red oak, basswood, and Virginia creeper. Upland soils were without redoximorphic features and no primary or secondary indicators of wetland hydrology were observed. 1 The delineated boundary followed a change in topography and plant communities. The wetland corresponded to an NWI-mapped PFOIC wetland but was mapped with non-hydric soil (Lester- ' Kilkenny). Lake edge (LI UBH) consisted of the abrupt Lotus Lake edge; a deepwater habitat. Vegetation observed along the edge included green ash and beggar -ticks along an abrupt drop off to water more than 1-foot deep. Adjacent upland consisted of a combination of sugar maple -dominated woods, Kentucky bluegrass lawn and private docks. ' The delineated boundary followed an abrupt change in topography. The lake edge corresponded to DNR Protected Water 10-6P (Lotus Lake), and an NWI-mapped L1UBH lake complex. V. SUMMARY ' • The Karon Property was inspected on September 7, 2006 for the presence and extent of wetland. ' The NWI-map showed one PFO1 C wetland in the northwest part of the site and one LIUBH lake as the east property boundary. • The soil survey indicated Hamel loam as a hydric soil present on the site. • The DNR map indicated a DNR Protected Water 10-6P (Lotus Lake) on the east edge of ' the property. • One Type 1 wetland and one lake edge was delineated on the subject property. 1 4 V. CERTIFICATION OF DELINEATION The procedures utilized in the described delineation are based on the COE 1987 Wetland Delineation Manual as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Both the delineation and report were conducted in compliance with regulatory standards in place at the time the work was completed. All site boundaries indicated on figures within this report are approximate and do not constitute an official survey product. Delineation Completed by: Kelly Dlouhy, Wetland Ecologist Report Completed by: Kelly Dlouhy Reviewed by: Date: Mark Kjolhaug, Professional Wetland Scientist No. 000845 5 Karon Property Wetland Delineation Report Figures: • Figure 1— Site Location Map • Figure 2 — Aerial Photograph • Figure 3 — NWI Map • Figure 4 — Soil Survey Map • Figure 5 — DNR Protected Waters Map Note: Site and wetland boundaries on this figure are approximate and do not constitute an official survey product. Nestem Dr X Hiawatha Dr 4V f J � N Cree Dr s Q O � Adventures a m� gyp, in e O Ballooning 1 Wood Hill Rd to ilk NPreakness 4., In �ortbac Ln Chanhassen Carver Beach Meadow �OmpC Green Park Sao Frontier Trail �a Con os Bans Maoroh cwo wwN Ys sicoras. q iid•s �rrN. Figure 1— Site Location Map � '((' T� u�r��TT/r KjoLHAuG ENVIRONMENTAL SERVICES COMPANY vonn Locus Lake Park Karon Property (KES No. 2006-183) Chanhassen, Minnesota TN No Scale Figure 2— Air Photo KJIlOLAUG ENVIRONMENTAL SERVICES COMPANY Note: Site and wetland boundaries on this figure are approximate and do not constitute an official survey product. Karon Property (IES No. 2006-183) Chanhassen, Minnesota TN Scale: 1 inch — 430 feet re�r� Figure 3— NWI Map LF KjoT�(u�TT�v HAUG ENVIRONMENTAL SERVICES COMPANY Note: Site and wetland boundaries on this figure are approximate and do not constitute an official survey product. 897 L1UBH Karon Property (KES No. 2006-183) Chanhassen, Minnesota TN Scale: 1 inch — 715 feet Note: Site and wetland boundaries on this figure are approximate and do not constitute an official survey product. 61:1, Figure 4— Soil Survey Map Karon Property (KES No. 2006 -183) Chanhassen, Minnesota KjoLffAUG ENVIRONMENTAL SERVICES COMPANY TN Scale: 1 inch — 410 feet New 12P IANHASSEN .w ~ 0 "t.. Co •op Do 17 C #A"* CO MV W M Note: Site and wetland boundaries on this figure are approximate and do not constitute an official survey product. r �\ ND Site Location 7-aW Figure 5— DNR Map 1oi V X fM 11 Karon Property (KES No. 2006-183) Chanhassen, Minnesota � KJOLu,t HAUG ENVIRONMENTAL SERVICES COMPANY TN Scale: 1 inch — 1850 feet �w Karon Property Wetland Delineation Report Appendix A: Survey Drawing Mom• � tw-wzw nr��a >ni 1 l4IIF lY Ip,� IiS 1 1ra11 I II 1 I1 ,I 1 1 � �y / 1 o11 IE11 �INIIIgIl911g1`$ 11 11 111 14�I''1! I�J,It 1 va CART ER BEACH � I•n� n-r � � VaIY I T Aw0)SM au) a/.. IL.I/a.w.) L. •. rl c. I I I I I I I I I � I I I POiAL AREA - 793 ACRES a.� wo PRO ECT NA P.E.O DN. A. �wwm°°EP « ylp TNT I ill � pUEY 112N4D PR°EE�Yt PP:NEER --ww -- LOTUS WOODS IINOEP iNE IAYS Oi M WAX °i WICSOIA EXISTING CONDITIONS 2-05-0190 �? TTO W+«rr�R RON KARON NO Dah er oEsaanw .�, CHANHASSEN, MN (SHEET N0. 1 OF 1 SHEETS °A 1111/06 PaI E. M. PEx90P5 ucE �ODLZ M r.•rl.rbg...r Karon Property Wetland Delineation Report Appendix B: Data Forms - � Tom' T U ,� T '�/'r 1 J' OL.11.t`1Vis ENVIRONMENTAL SERVICES COMPANY Project/Site: , Date: 7 Q Investigator(s): BasirdArea ID: Zr7 7-1 6/26 / Sample Pt. ID: _ SOILS SAMPLE POINT- ✓ w,tsae Up side WA Mapped Soil Type: LG S- L"'rA-[A rA1A� ✓J 440 Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A=all sons, S =sandy Solis, F = loamy a Clayey soils) —AL Histosol _ A9,10. 1-2 m Mule _ S6. Stripped Matrix _ F5. Thick Dade Surface _ AZ. Histic Epipedon _ S1. Sandy Mucky Material _ FI. Loamy Mucky Material I F6. Redox Dark Surface _ A3. Blade 1Estic _ S3. Mucky PeattPeat _ F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix F3- leted Matrix _ F8. Redox Depressions _ A5. Stratified La S5. Sandy Redox _:/F4. Depleted Below Dark Surface Hydric So117 es No Undetermined Remarks: SAMPLE POINT- wetside up sae WA Mapped Soil Type: 11-�7f. C. e1C1,1zF 11/ 1 .tie th' in. -Moittle+. k; ltlottleA�tttnd7ip sY-- -:.s _.A` _.,5 .E[U O U l'— L 2• ,e c Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A= all sals,S=sandy sons.F=loamy aClayey soft) _ Al. Histosol _ A9,10. 1-2 cm Muck _ S6. Stripped Matrix _ F5. Thick Dade Surface _ A2, iLstic Epipedoa _ St. Sandy Mucky Material _ Fl. Loamy Mucky Material _ F6. Redox Dark Surface _ A3. Blade FBsde _ S3. Mucky Peed/Peat _ F2. loamy Gleyed Matrix _ F7. Depleted Dark Surface _ A4. Hydmgm Sulfide _ S4. Sandy Gleycd Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Dyers _ SS Redox _ F4. Depleted Below Dark Surface Hydric Soil? _Yes o Undetermined Remarks: SAMPLE POINT- V wet sae HYDROLOGY Up sae WA Inundated, Depth in. Oxidized Root Channels �pirated Soil, Depth in. Water -Stained Leaves _ No I/Water in borehole, Depth 14 in. pet! Hydric Soil, Depression Assumed - Explain: Water Marks, Height is �F -Neutral Test Drift Lines �aphic Position Undetermined - Explain: _ Sediment Deposit Other - Explain: Drainage Patterns SAMPLE POINT- We sae sae WA Inundated, Depth in. Oxidized Root Channels y _ Saturated SOIL Depth in. Wata-Stained Leaves _ Water in borehole, Depth _ in. Mapped Hydric Soil, Depression Assumed - Explain: _ WaterMarks, Height in. FAC-Neutral Test Drift Lines Topographic Position Undetermined - Explain: Sediment Deposits Other -Explain , Pattern AM LlfoG 26105 Wild Rase race, Shorewood, Minnesota 55331, Phone: 952401.8757, Fax: 952401-8798 Project/Site /l /91�?(J,1) J/ %F� Sample Point ID VEGETATION SAMPLE POINT- et side upside NIA � "L�. �r �x"t � tee'` _'�� ` _"�. ;�`,_ �4'�' � :.F�� �; t�=� - Ea _�� rY� .a !..' 4NS•.'` H V S F/1 C H V S /iC H V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T Remarks: Q � % Dominants (>20% Cover) FAC or Wetter. 10 SAMPLE PONT- Wet side Upside NIA mac/ H V S O H V 'S T H V S T " H V S T H V S T H V S T H V S T H V ST H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter. Q r / WETLAND DETERMINATION SAMPLE POINT. �Wat side _Upside NIA Hydrophytic Vegetation Present? es No Does an Atypical Situation 6dst? _Yes Wetland Hydrology Present? �2h'Es No Does an Atypical Situation E)dst? _Yes Hydric Soils Present? _.�es '!- Does an Atypical Situation Bast? _Yes Is the area a wetland? w No Remarks: Distance from Wetland Edge f - N/A SAMPLE POINT- Wet side pslde NIA Hydrophytic Vegetation Present? Yes Does an Atypical Situation Bdst? _Yes Wetland Hydrology Present? Yes �No� Does an Atypical Situation Bdst? _Yes Hydric Soils Present? Yes _y�No' Dpes an Atypical Sftuation Edst? _Yes Is the area a wetand7 Yes Remarks: Distance from Wetland Edge % ft. WA COMMUNITY SUMMARY Wetland Communi T ; Upland Community T h� Overall Dominant Vegetation: C Overall Dominant Vegetation: 5 k Remarks: /! 41=eN /,, Remarks: Page 2 c KJoz���iuG ENVIRONMENTAT SERVICES COMPANY Project/Site: L / Date: 2 Al Investigator(s): BasiNArea ID: L1JTl�S (�f�/F Sample PL ID: _ SOILS / '/,� SAMPLE POINT- wet side Up side iuA Mapped Soil Type: Z f. F'111&YV, i-1 r FIeWlndicatwsofHydric Soils (Midwest Region arch1998. (A=all soils, S = sandy soils, F= loamy aaayeysoas) 6. atria _ F5. Thick Dark SurfaceA2. ITistic Epipedon S1. Sandy Murky Material Fl. Loamy 1 u .al_F6. Redox Dark Surface Al. Aistosol _ A9,10. 1-2 cm Muck f2. A3. Blade FEstic _ S3. Mucky Peat/Peat Loamy Gleyed Matrix Depleted Dark Surface Ad. Hydrogen Sulfide _ SC Sandy Gleyed Matrix 3. Depleted Matrix _ F8. n-scions _ A5. Stratified Layers _ S5. Sandy Redox _ F4. Depleted Below Dads Surface Hydric Soil? _Yes No Undetemuned Remarks: Ak SQ/ �J SAMPLE POINT- We side Up ae WA Mapped Soil Type: /'d Az Feld Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A= all soils, S = sandy soils, F - loamy a clayey SONS) _ Al. iFistosol _ A9,10. 1-2 cm Mud: _ S6. Shipped Matrix _ F5. Thick Dade Surface _ A2. FHstic Epipedon _ S 1. Sandy Mucky Material _ Fl. Loamy Mucky Material _ F6. Red= Dark Surface _ A3. Black Histic _ S3. Mucky Peat/Peat _ F2. loamy Gleyed Matrix _ F7. Depleted Dark Surface _ A4. Hydrogea Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Layers _ S5. Redox _ F4. Depleted Below Dark Surface Hydric SoV _Yes o Undetermined Remarks: HYDROLOGY SAMPLE POINT- wets Upside wA ydroi -ft 4*1li w > s S vrd Y Svdr6(oai4ndi`' dial Inundated, Depth _� in. _ Oxidized Root Channels Saturated Soil, Depth in. Water -Stained leaves _ Water in borehole, Depth _ in _ Mapped Hydric Soil, Depression Water Marks, Height in. _ FAC-Neutral Test Drift Lines _ Topographic Position Sediment Deposits _ Other - Explain: SAMPLE POINT- We side ✓side WA No Assumed - Explain: Undetermined - Explain: _ Inundated, Depth is _ Oxidized Root Channels Yes Saturated Soil, Depth in. Water -Stained Leaves Nn Water in borehole, Depth in. _ Mapped Hydric Soil, Depression m _ Assued - Explain: Water Marks, Height in. - FAC-Neutral Test Drift I Ines _ Topographic Position _ Undetermined - Explain: _ Sediment Deposits _ Other -Explain �� 1 r Patterns W i 14 26105 Wild Rose cane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax: 952-401-8798 ProjecUSite — L 92 iv 512 � Sample Point ID VEGETATION SAMPLE POINT- .__ z�tslaw9- upside WA c H V S AD V S T H V S T H V S T 'H V S T H V S T H V S T H V S T H V S T H V S T Remarks: % Dominants (>20% Cover) FAG or Wetter. -� SAMPLE POINT- w.eswe awe WA SPg, •�� w4. .' „t . ��� � y ,.; ��-�.�;;s,, ,� ��', c�3 - tit_ i,�.,r �;,. o ��.5'-`> H V S 00 H V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter. SAMPLE POINT. wetsw9w Hydrophytic Vegetation Present? _ Wetland Hydrology Present? _ H-1fric. Present? _ Is the area a wetland? _ Distance from Wetland Edge SAMPLE POINT. wet side WETLAND DETERMINATION _Upside WA YeS. No Does an Atypical Situation Exist? _Yes No Does an Atypical Situation Exist? _Yes Iveso� No Does an Atypical Situation Exist? _Yes Yus/r No Remark`s, ft. NIA ) //.l'.f F� side WA Hydrophytic Vegetation Present? Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes No Does an Atypical Situation Exist? _Yes Hydric Soils Present? Yes No Does an Atypical Situation Exist? _Yes Is the area a wetland? Yes No Remarks: Distance from Wetland Edge ft. N/A COMMUNITY SUMMARY Wetland Community Type: � / Upland Community Type: Overall Dominant Overall Dominant Ve elation: (41, Vegetation: Remarks: I Remarks: Page 2 LOTUS WOODS KNOW ALL MEN BY THESE PRESENTS., That Jon Alan Lang, a single person, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the Center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of sold Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet more or less to a point in the center line of sold Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of sold Lakeview Drive and Fern Road; thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Rood being shown on the plat of CARVER BEACH on file and of record In the Office of the Registrar of Titles in and for Carver County, Minnesota. ALSO KNOW ALL MEN BY THESE PRESENTS.- That Robert L Amick and Rosean M. Amick husband and wife, fee owners of the following described property situated In the County of Carver, State of Minnesota, to wit. That part of Government Lot 8 in Section 1, Township 116 Range 23, described as follows: Beginning at a point In the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet, thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of sold lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning, thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22nd, 1941. Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of sold Lakeview Drive and Fern Road as shown on the map entitled. Map of Carver Beach' according to the plat thereof, un file and of record In the office of the Registrar of Piles for said County of Carver and state of Minnesota; and running from thence along the Southerly line of Fern Road on a bearing of North 75 degrees 07 minutes 00 seconds East a distance of 880 plus or minus foot to the high water mark of Long Lake, • thence In a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when sold course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West a distance of 873 f"t plus or minus, to a point In the center line of Lakeview Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive and Fern Rood; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 203 acres plus or minus. ALSO KNOW ALL MEN BY THESE PRESENTS., That Paul T. Eidsness, a single person, and Andrea S. Johnson, a single person, fee owners of the following described property situated In the County of Carver, State of Minnesota, to wit: Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plat thereof. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus In and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course /s projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West 106.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 1Z Township 116, Range 23, some being registered land as evidence by Certiflcote of title No. 1726, Carver County, State of Minnesota. That lies Westerty of a line described as follows: Commencing at a point in the center line of Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on rile and of record in the office of the Registrar of Titles In and for sold County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section fZ a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.00 feet at right angles from the South Line of sold Section 1, and said line there terminating. ALSO KNOW ALL MEN BY THESE PRESENTS: That Constance M. Cervilla, a single person, fee owner of the following described property situated In the County of Carver, State of Minnesota, to wit: Beginning at a point In the center fine of Lakeview Drivo, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Rood, and running from thence on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence In a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when sold course is projected, • thence on a course of North 89 degrees 31 minutes 29 seconds West, which fs also the division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on o bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fem Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 ininutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said fake 25 feet more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on rile and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Rood; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet, more or less, to a point In the center line of said Lakeview Drive distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of sold Lakeview Drive and Fern Rood, • thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Have caused the same to be surveyed and platted as LOTUS WOODS and do hereby donate and dedicate to the public for public use forever the public ways and easements for drainage and utility purposes as shown on this plot. In witness whereof said Jon Alan Long has hereunto set his hand this day of 20 ✓on Alan Long STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by Jon Alan Lang, a single person. Notary Public, County, Minnesota My Commission Expires 1/31/20 Also in wl'ness whereof said Robert I. Amick and Rosean M. Amick have hereunto set their hands this day of 20 Robert I. Amick Rosean M Amick STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20- by Robert I. Amick and Rosean M. Amick, husband and wife. Notary Public, County, Minnesota My Commission Expires 1/31/20 Also in witness whereof said Paul T. Eidsness has hereunto set his hand this day of 20 Paul T. Eidsness STATE OF MiNNESOTA COUNTY OF The foregoing Instrument was acknowledged before me this _ day of 20� by Paul T. Eidsness, a single person. Notary Public, County, Minnesota My Commission Expires 1/31/20 Also in witness whereof sold Andrea S Johnson has hereunto set her hand this day of 20 Andrea S Johnson STATE OF MINNESOTA COUNTY OF The foregoing Instrument was acknowledged before me this _ day of 20 by Andrea S. Johnson, a single person. Notary Public County, Minnesota My Commission Expires 1/31/20 Also In witness whereof sold Constance M. Cervilla has hereunto set her hand this day of 20 Constance M. Cervilla STATE OF MINNESOTA COUNTY OF The foregoing Instrument was acknowledged before me this _ day of 20 by Constance M. Cervilla, a single person. Notary Public County, Minnesota My Commission Expires 1/31/20 l hereby certify that / surveyed and platted or directly supervised the surveying and plotting of the land described on this plat; this plat is a correct representation of the boundary survey, all mathematical data and Iabe/s are correctly designated,, all monuments depicted on the plat have been or will be correctly set within one year, a// water boundaries and wet lands as of this date are shown and labeled,, and all public ways are shown and labeled. Paul E. Otto, Land Surveyor Minnesota License Number 40062 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20� by Paul E. Otto, Land Surveyor, Minnesota License No. 40062. Notary Public, County, Minnesota My Commission Expires 1/31/20 CHANHASSEN, MiNNESOTA This plat of LOTUS WOODS was approved and accepted by the City Council of the City of Chanhassen, Minnebcfa at a regular meeting thereof held this day of 20_, and is In compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By Mayor By. County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this of 20_. John E. Freemyer, County Surveyor By. County Auditor/Treosurer, Carver County, Minnesota I hereby certify that taxes payable In _ land described on this plat. Dated this day of Clerk day and prior years have been paid for 20_-- Laurie Enge/en, County Auditor/Treasurer By. Registrar of Titles, Carver County, Minnesota I hereby certify that the within plat of LOTUS WOODS was filed in this office this �_ dry .of 20 at o'clock gym. By Deputy CITY OF CHANHASSEN RECEIVED SEP 2 0 top CHANHASSEN PLANNING DEPT YTTO S30CIATES and Land SwrveyoM Inc. SHEET 1 OF 2 SHEE f.,=, Torus WOODS 1� ! C gin` J J 40 1 1 1 1 , CA t�) t 1 1 1 1 ' , , �- 1 v Cd 56t / I 1 , c7) �� cJ to 1 1`) of� CJ 1 tr) _ y , / 47.82 3} 11\ 1 1 1 1 y 1 11) 1 tC� t`, 11 t 1 1 Npirive ' / �� o "\ 30 �... % n i V r-' 1� 1 1 ,- CA 1 t` (A.K.� ,g•QW \ \ I 5 eriY Fern 1 \. : c3) •08 \ 1 ` ! 40 0 40 80 120 /r (3) 1 CA 1 CJ' t�) / ! ' �:\ N1430 \ a a \ y1- - _,,- S tip, t3) • Ik tr; li 1 J / ��� /' N752g52.E !\ 1 t lti) 1 1 282•g5 o ca a In Feet - 7 01 $\ /52g5 880.0t deed/00 \ - , Je / 795.33 0 _..._... W 50 ' �$ \ \ ! 30 pri E F n \ \ BEARING NOTE. 1 t e of FOX \ r �, i`� / ' o f° i.i The North 11he of the South Half of the " r , nteriin m Ra \ ✓ r� i - / 130.22 �� Z \ gjt 90 \$ �'! �' "l ! Northwest Quarter of Section 26, Township \� J�J ° K•A. F �' / \ 50 \ i ``\N �' %' \!' �30t \! 116, Range 25, Carver County, Minnesota, \ t - i f , I L, , / 5 - \ �1` \ ' 9� o \ !s assumed to bear NB8b030'W. f"� ' / ,52.E 418.9 , i ; '.� i \ ••\ �5t deed N76-29 ' Ilk \ ��° \ i 5ro7p0 E'E 838} meo N7 .29'52 I I I \ N oo N \ 075 ' �'49 ! �\ \\ z Denotes PK Nall set \ C`1 %..•. / N ' / - ' I afi° Nil oQn \ i 59'41' �' 308 \ ! n, \ $ c Denotes Monument Found %• 1 / I I 1 0\ o> c+, \ 02'07 i` \�' < o O Denotes 112 Inch x 14 Inch iron -' S66• i off\ oo''\. � 13' survey line , ' #o \\ n / e set and marked thus Benchmark: -..._..._..._.. /� ---_- - '8 ',I ,o .0. i ,� tg PP To nut o/h rant 0172 '' N 28.5..7i �! ._.._ 61.76 �3j7 "`/E h ^ ��>\ N�� i�i \ �^ r or ataw P 1d 2 7 F �. ?^. I a p n 0 deed \ o E/evotlon = 942.96 feet % N8650'15'E r� �I I �o�� oc� g �' 7,p0•E de meos ! $ o /' o� aroaaoez (N.G.I!D. 1929) / {, v r \ 6• i \ i 52 E \ c: ' o !/ 834 \ h�,l I o?. 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I I n 59'52.E meos s �rr� oo \ y c, o,N N79' mean ^ \ .. a 50 I \ \ r \ m m m \ �_ \w m \ \ \ c�P \ 1 I^ cN, in 611.00 de, &� 3 \ �'oo t° m `\\ \\�� �+ m i� �\ \\\ \ \•. 40.75 \'•. 1 0 0� AAA �N \\ \ V J !! \ \ \ \ �•• \ ��j. \ \ N F a m \ 198 03 �_ �`�- _ - - g S8974'18'W ° o �� 1 \ --_ _-_-114.34 - >o----------214.34----------� ` \ \•. \ 7� \ m Z I�.. - - - =\; N82 53'04'E �- - - - - - - n o 7 o p 3 > ° _- I' _ \ S line of Gov't-... \'\\., �7N _- --124.444,E ---- f05.55 ---- 108.79 Lot Q Sec. f ! ! ��-� N82530 22.489 deed & meas�~; :. I';\ 11 !� 1 S line of Sec. 1 --- I l N8937 29`W 950t deed ^... ... !.. i 929E epItt I \ I I 2 i ... �- \ - -! I I I N8917329'W 976.93 measa I; F 50 :"7-� -------------------------------- ".... - T �... - 1710.70 f --•\ \ ! I 530.06 deed & meos -' O -•ice' N89173 29'W ; r l j 90' i \\ w 7. ,•.w �� I G W I t o �I I i!! j 386.87 N. line of Sec. 12-' / N \ w •o N yNnuoi! 1 V �hl Il nl I 3 11 i I 397E /� ( \..._ n n � v o ^ I ! ! '� � N I ^r ^ I I ^ '7 N891Ai29'W _ _ Carver Count Monument at _ v fOt Carver Coun! Monument Y o�• \o e, ,o 'vt T�I I m I - N. line of Sec. f2 Y the SW comer of Sec. 1, a o a ton tact O1oo 1 It 1346 I I I. o \� at meander comer on sectlon line 'vmo• 'rn\ S+� 1ON x^ zm 'E �i I i in I "� T. 116, R. 23 . o I :•� 45 S 1 I I o h o /, A 1-,, /r-�, o� \ •. �.._ - - - �..'.t. ,..-- 53 6e 47'(s I n T j I �i I I Z �I gn i--- W N N , /--, l t v L_ r L _ <✓ I I I o^ ti;_ ._ 5pIt. I I j I 81 Cos Q .. c50 r-A -NI ; `�� / s657o261E 3\$ L��_n..f7 -- I so• Z o \ %\/11 /1T 0 ` l 7857E I 1 :161.04 `� 9•. ' _ 79. _ _... I \ I 2 \ - - 5 \ 2 v \ \. \ Drains e \ - �' .. L.�_ _ \ ] 9 N89 73'�4'W 937.4t meos, - ^ •. % i l \ •. F N8T 41'07 E 1 I \ 10.97�:.. \, 449 N893129'W 965.Ot dead .\ Ut1/Ity -I- - - - = , i \\': 94.60 -"� M. j 50 \ �.: n.. 494.70 90 ----- �7-- - J' �Easeme�`irfc..._..._...-... 30.46 - L=70. §4-..._... L 'd 3, 10 L=119. 7 ,-...... _ -- - - _ \\ 1 3.29 - \, d�4'22 09' qg _ 1. � 50.12 --' _ \ \ Chd� 55 5897809'W ^. ^ d-03'09 52` 1 � 7 4 N8917i29'W �� - 839 - \ Lam' A=07'32'01' �� i L=172.05 R-875.00 d=11'15 58� \ 81��9'2,5'W R=925.00 L=121.63 i' Chde171.77 C.Brg=IJBB'47'49'W- •57 28 i" i fin# •\ /' I A /// L/ n^ 1.� Sc N, T \JI,~'L-L- \ -"'- V VI rL_V Ir /� --- -"' - _ �- b \ DRAINAGE AND U77LITY EASEMENTS ARE SHOWN THUS IA/A V I\ l./ V V r V \ \ 30 \ I I I I \ 0 5•---] o r-. TATr-. \ 20 \ \ //� IA//innC- I nA/ l /lTI ; I AI�r- I ^ I I L, l l2 V V lJ l./ L/ .., V l V L _ l./ l l.J L _/-I / \ L_ - I� ` I ------- -� - --- i BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND INING RIGHT -OF- WAY LINES, AND BEING 5 FEET W1DTH,DUNLESS OTHERWISE INDICATED, AND ADJOINING LOTIN TTO / LINES, AS SHOWN ON THE PLAT. / SSOCIATES Engineers and Land Surveyors, Inc. JHt t / Z Ul L SHLL / �. Torus WOODS KNOW ALL MEN BY THESE PRESENTS. That Jon Alan Long, a single person, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit. Mat part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the Center line of Fern Rood; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 24a518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fem Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on rile and of record In the Office of the Registrar of Titles in and for Carver County, Minnesota. ALSO KNOW ALL MEN BY THESE PRESENTS- That Robert I. Amick and Rosean M. Amick, husband and wife, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of sold lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plot of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northam Sates Power Company July 22nd, 1941. Beginning at a point in the center line of Lakeview Drive distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of sold Lakeview Drive and Fern Road as shown on the map entitled: 'Map of Carver Beach' according to the plot thereof, on file and of record in the office of the Registrar of rifles for said County of Carver and state of Minnesota• and running from thence along the Southerly line of Fern Road on a bearing of North 75 degrees 07 minutes 00 seconds East a distance of 880 plus or minus foot to the high water mark of Long Lake; thence In a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when sold course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet In a Northwesterly direction from the intersection of Lakeview Drive and Fern Rood; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2.03 acres plus or minus. ALSO KNOW ALL MEN BY THESE PRESENTS., 7hot Paul T. Eidsness, a single person, and Andrea S. Johnson, a single person, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot A, BIG WOODS ON LO71/S LAKE, Carver County, Minnesota, according to the recorded plat thereof. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course /s projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive, thence North 22 degrees 21 minutes 40 seconds West 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive distant 243.516 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on Ale and of record in the office of the Registrar of Titles in and for sold County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of sold Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.00 feet at right angles from the South Line of sold Section 1, and said line there terminating. ALSO KNOW ALL MEN BY THESE PRESENTS fiat Constance M. Cervillo, a single person, fee owner of the following described property situated In the County of Carver, State of Minnesota, to wit. - Beginning at a point In the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when sold course is pro/eeted,• thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the dvision line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fern Rood, • thence along the center line of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows. Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Rood* thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on rile and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows. Beginning at a point In the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the center line of Fern Rood; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of said Lake to the South line of said Sect/on 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, o distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.469 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Have caused the same to be surveyed and plotted as L07US WOODS and do hereby donate and dedicate to the public for public use forever the public ways and easements for drainage and utility purposes as shown on this plat. In witness whereof said Jon Alan Long has hereunto set his hand this day of 20 Jon Alan Long STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20 by Jon Alan Lang, a single person. Notary Public, County, Minnesota My Commission Expires 1/31/20 Also in witness whereof said Robert L Amick and Rosean M. Amick have hereunto set their hands this day of 20 . Robert I. Amick Rowan M. Amick STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_ by Robert 1. Amick and Rosean M. Amick, husband and wife. Notary Public, County, Minnesota My Commission Expires 1/31/20 Also in witness whereof said Paul T. Eidsness has hereunto set his hand this day of CHANHASSEN, MINNESOTA 20 7hls plat of LOTUS WOODS was approved and accepted by the City Council of the City of Chanhassen, Minnesota of a regular meeting thereof held this day of 20 and is In compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Paul T. Eldsness CiTY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA STATE OF MINNESOTA COUNTY OF By. Mayor By. Clerk The foregoing Instrument was acknowledged before me this _ day of 20� by Paul T. Eidsness, a single person. County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20- Notary Public, County, Minnesota My Commission Expires 1/31/20 John E. Freemyer, County Surveyor Also In witness whereof said Andrea S Johnson has hereunto set her hand this day of By. 20 County Auditor/Treasurer, Carver County, Minnesota Andrea S. Johnson I hereby certify tnc' taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20- STATE OF MINNESOTA COUNTY OF Lowrie Engelen, County Auditor/Treasurer The foregoing Instrument was acknowledged before me this _ day of 20� by Andrea S. Johnson, a single person. By. Notary Pub/IF County, Minnesota My Commission Expires 1131120 Also in witness whereof sold Constance M. Cervilla has hereunto set her hand this of 20 Constance M. Cervilla STATE OF MINNESOTA COUNTY OF The foregoing Instrument was acknowledged before me this 20� by Constance M. Cervilla, a single person. day of Notary Public, County, Minnesota My Commission Expires 1/31/20 day I hereby certify that I surveyed and platted or directly supervised the surveying and platting of the land described on this plat; this plat is a correct representation of the boundary survey, all mathematical data and labels are correctly designated,• all monuments depicted on the plat have been or will be correctly set within one year, all water boundaries and wet lands as of this date are shown and labeled- and all public ways are shown and labeled. Paul E. Otto, Land Surveyor Minnesota License Number 40062 STATE OF MINNESOTA COUNTY OF fie foregoing Instrument was acknowledged before me this day of 20� by Paul E. Otto, Land Surveyror, Minnesota License No. 40062. Notary Public, County, Minnesota My Commission Expires 1/31/20 Registrar of rifles, Carver County, Minnesota i hereby certify that the within plat of L07US WOODS was riled in this office this day of 20 at o'clock _gym. By Deputy CITY OF CHANHASSEN RECEIVED SEP 2 0 2007 CHANHASSEN PLANNING DEPr N SSOCIATES and Land Surveyors, Inc. 5Ht t/ 7 Ul- 2 l 5 Torus WOODS 1 (`1 40 \ 1 t 1 <- cJ try r 1CA nI <- to 56} o i n /` I i 1 cJ 1 _ : 47.82 ` I`�'� i \ C J , C J t j 1 tr' t 1 �oX HIU 0nv8 -y 30 \ \ \ CJ C] cJ 1 t tr) ' , S'SITY+I^° of ood) 1 1 . n 1\V �.� C]' C] CA 1 tr) ' 1 (A.K•P} Fem 1 / 0 1 �]' CJ 1 try 1 ' 1 JJJ /�\✓/ ����' 30�g4W \\ `o \ N \\ 40 0 40 80 120 1��'1\ ��t cc) t cj, cJ t•, 1 , 1 1 1 J N14. 0) , 1-, tr% , 1 1' nyn I . / "E 282.8� \ \ 3 'on \ t�� fir. R���/. / N75295? 1 61 c - r. 1 ' 1 1 1 , } r r / \\ o \ \ Scale In Feet r I\.� I t �� ?\'\ \ , / 5,075�•E 0 3 � � � � -' � •'\ \ 7g5.33 �\ 50 'a �p \ \ / 40 / / / ` of FaxlNill 0r1� - \ / it / / pRI�E anM \ j. / 30_ -1-..._...,� \ - F1 pp �._: cents Roc) `� r r\ v L - / �'\ m \ / �� \ BEARING N07E ci. z 0.•,� The North line of the South Half of the n ^jV cen A/ \ ✓ 130.22 \ no i / g0''\$ ]�/ \ \ �` \ I / / rp•K, f 50 \ / N �,.i� �, 30t \ Northwest Quarter of Section 26, Township I L '' ' \ ; \ / /\'�� �' \\ Is assumed to bea25, Carver88 00' County, yi -�/. / 75 9,52'L 418.95 B°ods / N '2 �' � 1 I•; '.\ \�� \ o7,p0 E� g3gt m o %%j\\ N oo� \ / / /NN75.2g'52 E I49 \\ o .i^.i ..i•.. .•\ I I •:�[1p\ N�j pN�C \ / /59,¢1• / i i i / i 3p8 \\ /; N \ �-\ 0 Denotes PY Nall set S N . \ 02 � I \N \ �' z� • Denotes Monument'Found to o \ oo 13.07 , i $ o Denotes 112 Inch x 14 inch iron Benchmark -..._ .. /. - •� _r i o o \. L% surveyline > \ f O FAX 28 73 - .._ 61.76 �,'�F h I� ��\�\ o� -o P/pe set and marked thus Top nut of hydrant 20 �i? `� 8' '�` -?�. �I a N s / \ o o Elevation - 942.96 feet l N865015 E I �� % 0 i , deed \ o o ro-,aw (N.G.V.D. 1929) \ %{r/i W ; 1 / �... .I �c �\ 5 p0 E meas O / , �. . �...� , _ -Y•' -� . b I / \ c1. 75•p7'" 834t \\ °06 orronmaz \ _.. 75'292 2 �^- ooc iC y ( �. %" oo I I 1 / i �A86_ 53 - - - - - y0 �\ \ N \\ \\ o" \ \ J i1 \ - d 02=4182 2 "� N• n \`<o �... \ �o oc o t n 0 \�..._.20 f \\/ wet land r'i:\ NN _ �> o oo deed °, c \ - \ OUTLOTA -- / 5 1 \ o N 1s�y?�••\\ Z 1 / / 7no I�` / \ �eQ' O o°iv \•N\' •p7'�•E 224484t R°os�� ^' u 2 O C \ 11 iJ7 .29 52"E i i i i i.. \ �,..�...) ? OS, . 9e or x, yi •I • 4 75 50 cr G� Z w �/ \\ 7s�� \ et/ond �� vN o1 �o `^N�\ moo N \ N \w 3 •v� \ : "W .-G...� �O• G / "� O \ 't\ .D L r o S .5 4a ' = ,£ \ i�%3ip •� \ n *05 N, Nap 7p 577139 f6� /./ c \� \ 1 in3 �\ t�N \ %�'� �'05.76 \ \�• I \\ has N 02 \ 50 m u \r u •�1 0 \ i \ / \ 't A h _ - - --199.91 d=00 -16.5 qr 08 S8471'05•W NN �..) cy�o\ \ oo�, 4-•.. a06 35 7• r\ m C i _...-..._.. ... \ Q 7 _ deed o n. _ (J `�.'�$\ \� A 85 I I` N79'3700"E meos \Nn a \ \ \ ; o NNG` }y \ \�� ?t7'Iy..._... IaN N79'S9'52"E meow --�j \ �Q\a 0 N \` \` '\ttc 'o,\ \ \� \ I I�b: g11.00 dew&� 3 a 5 \ \ f o 1\\ --19� �r`6- -- I.>o 58974'18'W ate\ '�� .c \ \ C7 \3 1 - ----114.34 �.�•^ _---------- 14------ 5 `• \.. \ 7>',0 o Z � � - - _ �...�`N82.53'04'E � o0 oln \ 5 line of Gov'f-.: \`_\\. C71 _ - ---- f0 .55 ---- ---- 108.79 ---- na 11 3 J _ I Lot 8, Sec. 1 1 ! �\ 1I ` 5 • _1 o o^a I \ �. _ - 124.44 • -lf ',:\'�_ N82S304 E �\ I I \ Ij^I I a`� \ \1 \ \_ tl \ 1 \�\ s \ 22.489 deed & meas-~'' I\\ II P 1` �� 1 N 93 ' 'W995 ;/ I ` I C,4 /...-S line o/ Sec. 1 T 1\ i f deed N8903'299W 916.93 meas i T-------------------- _...-..C..._...� �C...`\, 1110.10 T-..._.. \ I _a 1 50 o------------ -- \\ . 1 ` I N890329"W 530.06 deed &meos I 190• o •'�-� W I to �I I .. -..._ + :`� - _ ( N. line of Sec. 12-"/ N \ Nam\ I �^hl lhh I wi I 3 i i 11 , { �_.- 3ss.8397t \.._Carver County Monument at 11 4n Av o-; I! rhl N^ I 5 ^I ( � 4 _ 11 I N8903'29•W l __. \\ the SW comer of Sec. f, wo> �a �,. m � qo I \I 13.46 0 I I 1 �� I N. line of Sec. 12 In* Carver County Monument T. 116, R. 23 cr�o• o\ rd, oN 2. zM ' • I I \ 1 � ei \ \ \ at meander comer on section line zN N /\. _.:^... I I\i : .20'�' E u' I I gl I I �� 12 3 � /inl�)Iv� lE) \ �m c\\�jn\.;!•i�T�`•---J..'.'L:...36838h ` I nT I 1 $I I I 2 �I Op pa = r r j 1 L_l� I D1 °p •tfy u N \ ?7,f2 v5049, 1 I I Il I of oQ ,-r-A iN I i ,%• 5857026• \�..' 1 I II I 'E I �1 Mo J \ L�C_l .. (7 E - '- SB37B' ��-__ 57E1 t s\o \ % n V I 20 \ �. �..�..: Droino a �. 79 - �.:j l 61.04 I a5tiry 0�`�1' t�•�a 1 I `nu \\ \ \85 7U e _ 7 9 & N89 03' 4'W 937.4t m as, " ` - I " �•. \ I \ \ \, 19 49 N893f 29•W 965.Ot dead `• l / N8741'07'E \ I \ .. n.. 494.70 \ Utl/Ity 1 _ t \ o. - - - \ 30 46 _...- L=70. 44-.__... dro 2 �g _ _•._.�:_._--_' --- 418.39 - -. 1.a, 'I 22 09' L�1 g 2d 10' L=119.Q7 5012 \ \ \ 41 �8. - C OU Oy'25•W S897809'W �..._ dm07'32'01•d@o3'09g�?�r i1=172.05 R+vB75.00 d=11'15'S8• �-I.- . N8903'29'W � -- 8�a57'28' �25.00 L:f21.63 i:i Chd=171.77 C.Brg.,NBB'47'49'W N3 \`,a Val \ a15• \ v '? si o \ L�l\7 i' rr 11 lJ lJ v' O DRAINAGE AND UALI ENTS A L_ lJ /--_-._..._...�.••_ - - - - ` ^ \ TY EASEM RE SHOWN THUS: v l\ lJ V v l y \ \ 30 \ I I I I\ G.• \ I---S r-^•'rA -r-[-^ \ 20 \ \ I!�//� IA/r1/1rn,^ I / A / / /1T� iI I A /ter- to - 5~� o L.lv vvvvLi" vlv L_vl v� L_�i��_ I _---1- -J t_----�---_ � I / / BEING 10 FEET IN W1D7H, UNLESS 07HERL INDICATED, / AND ADJOINING RIGHT-OF-WAY AND BEING 5 FEET /N TT® ., WOND7N, UNLESS OTHERWISE INDICATEDAMD,, AND ADJOINING LOT / LINES, AS SHOWN ON 7HE PLAT. / SSOCIIITES Engineers and Land Surveyors, Inc. SHEET 2 OF 2 SHEET_q WM KII.VOs a ATM RI e2YXAVL ENMN '. 5 . LOL 1 1 IYI mll <n.6 � lo�sllsll�ll'�I411 11 yam/ P.-Nl.ea 1 \F0 1,1 > 2 \ i1 p v t \ � I 167 01 C�2n \.Qzrr L -nvn-y„ „m-parOS FA96.1 1 I .DMu/ 15� µ AfM 1WAD\\I\\ v �r� iD+w P.-Dzzer ensues \ aY 1Ainrailt• On 1 / nlr lt. 111 '? �-'"1iYDI-sm �� Dlvva..) v,D L.vay.) L.a. >'c. ' L a Lac i sQx3w I 'ems Li auamvI I w rr1rT w mm I �uL.w r. awu I L AWA / a`'•^ 1 I / PROPOSED HOUSE DETAILS eFr-➢I)DS � ��� V/w cm.-➢Izm \ =�� A R g'q `\ - L A•wrp R iP[40ef➢Gw[ /anti 1 e tl (yKry.2 MdyLYR) Rin-9}111 8a � \ G•-DISD1 /9 „ XI F> I 10.1 \\ \ /fin-DMN ➢ e »SI I> h 1 n 22M L DE90CD DRAM HEIIEBT CECIfY i1Ml T!6 RAN. SPELAFMAigN DR REPDRL M WAS PREENED BY YE oR U1IDE11 w peEtt wdEmRsl01 LOTUS WOODS P.E.O D.N.A ND 1RAi 1 AY " gILY IICFI® PRDFLQOIML ENgICQt UrgElt w U OF ME STATE OF MmEsom FwYq F1lY-M �O® TTo �� RON KARON P.E.O. LPoI.1 E. gtr0062 a 41-YeYrD RbA�el-4Ye�I CHANHASSEN, MN BLOCK 2 LOT I Total Area - eR956 SF X-etw- rmlPan-... DAs za .v,Pp coop. Nr 4 La .s M R<Iw,M 31 4 n1C uIM Aq In14 as 61Pp P'in.oY MS 4 I.Q NIM eLNC01Q .VCA - 2" 4 M'. ILApIX'01EC - SQ LOT 2 Total Area - JA915 SF N—. I Ms wmt wsul- r�IPD wwn. tsar s >Ix = elloPPp Q 4 aQ . Wv al-AaY N>, s rta WIM RA.wCa1EC AKI - 1610 4 WIM IY1pCa1R - LLQ LOT J Total Areo - 59.791 5F s.. I Mu == I4Jmwr rblM Ilww JT2n 4 su e,lofYy s rQ s as mIM IM sre >v s nss .81M OM.eI aDr 4 SIC BLOCK 1 LOT 1 Total Arco - 16,320 SF Im—. 1. M1 wee.. w.. ae1D s aAe-Dr am 4 na SQ 1014M 00" . A - Y 4 MT& IYImC " - SY.Q LOT 2 Total Arw - 15,007 SF SWCM1/Y Anp w�em' xv SY> 9 ISQ ar..v> IAs 4R /VIAL XAryRaNR 16. - iJn Y W rM eAimenKw - n.lx LOT J Total Areo = IA105 SF weD.� �elwr )al4 L04 ISQ 1SQlYnI IMww> Ml 4 SQ WIN . ttVwLDYVIA - w M'& xMQA1(R - 0. x LOT 4 Told Area - 14772 SF ra...mlLnA- cD.. Arw M1al x-aw- Mw >QI Sr ISIx Olwy DW 4 SrI Mt& MWr91R MCA - . 4 W>M CMR1M11- S LOT 5 Total Area - 16,372 SF M b.. Ipes 2]N s raQ wn.n> rsw 4 aQ WIM Nlww.wlO!. - ANY Wce xANcolDr - xu LOi 6 Total Areo 16,002 SF SYnsf Mw r-eenl wlo.- Ibuw SA> 4 r4Q WngY I.M 4 4Q Mm MMRD MCA,;A 9 W rM MAw)L' - N. LOT 7 Total Area = 16.275 SF M,vA�nr LAInYelpnc snv<I„r. A,s I�A 14se 2J/> 4 H>I p,nwy M 4 SIC W rM I/Aq'AI[e MCA - Als Y rot& aMA]1101 - IDQ LOT 6 Total A. - 16.296 SF JnlMnn WIM eM0LV M - . 4 rot& RAR0.' " - xiQ HARD COVER EXHIBIT I 2-05-0190 NO. 1 OF 1 SHEETS D"�` 11/21/06 0-7-09 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF M1NNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on April 19, 2007, 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 Lotus Woods — Planning Case 2007-09 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. / 11 , 6L- /, nJ.En:Clerk Subscribed and sworn to before me this1C"h day of i 2007. Not Pu is 0�°' f KIM T MEUWISSEN 'a;c, Notary Public -Minnesota My Commission Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 1, 2007 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. Proposal: Request for subdivision with variances on property zoned Residential Single Family Applicant: Paul Eidsness Property South of Fox Hill Drive, east of Carver Beach Road, north of Big Location: Woods Drive, and west of Lotus Lake 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/serv/plan/07-09.htmI. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaffOci.chanhassen.mn.us or by phone Comments: at 952-227-1134. 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, Wetland 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 party 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 commerciallindustrial. • 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 spokespersonlrepresentative 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, please contact the Planning Stall person named on the notification. Date & Time: Tuesday, By 1, 2007 at 7:00 p.m. This hearing may not start until later in the everting, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for subdivision with variances on property zoned Proposal: Residential Single Family Applicant: Paul Eidsness Property South of Fox Hill Drive, east of Carver Beach Road, north of Big Location. Woods Drive, and west of Lotus Lake 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/serv/plan/07-09.htmi. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Questions & Comments: at 952-227-1134. 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, Wetland 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 party 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 commercialfindustrial. • 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 somethina to be included in the report, lease contact the Planning Staff person named on the notification. LnbsLale This MaS is neither a legally recorded map nor a survey and is no intended to be used as one. TNs map is a conpilabon of records, information and data located in vanous city, county, state and federal offices and other sources regamFng the area shown, and is to be used for reference purposes only. The City does not warrant Mat Me Geographic Information System (GIS) Data used to prepare this map are error free. and the City does not represent that the GIS Data can be used for navigational, bowstring or any other purpose requiring exacting measurement of distance or direction or prepsion in the depiction of geographic features. X errors or discrepancies are found please contact 952-227-1107. The pshmil ig disclaimer Is provided pursuant to M rinesoa Stables §466.03, Subd. 21 (2000), and the user of this map acknowedges Mat the City shell no be liable for any damages, and expressly waives all cans, and agrees to defend, indemnity, and hold hamiless Me City from any and all claims brought by User, its employees or agents, or Mild paMes whicm arse art of the users access or use of data provided. Lobs Lake TNs map is neither a legally recorded map nor a survey and is not intended to be used as one. This Maids is a conpilation of records, information and data located in various city, county state and fetleoa offices and other sources regarding the area shown, and is to be used for reference purposes onry. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free. and the City does not represent that the GIS Data can be used for navigational Irecking or any other surhose requiring exacting measurement of distance or direction or precision m Me depiction of geographic features, g emom or discrepancies are found please contact 952-227-1107. The preceding dsclaimer is provided pursuant to Minnesota StatNes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall nor be liable for any damages, and expressly waives all claims, and agrees to defend. indemnify, and hold harmless the City from any and a1 carts brought by Uaer. its employees or agents, or Mind padies which arse cut of the users aces or use of data provided CHAD R & ROBIN E POINTER DOUGLAS D SUMNER JAMES R JR & ELLEN J CRANSTON 6896 NAVAJO DR 699 CARVER BEACH RD 695 CARVER BEACH RD CHANHASSEN , MN 55317 -9571 PO BOX 2001 CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -2001 DANIEL L RADECKI TODD & KRISTIN JACKSON ALLEN I & BARBARA S OLSON 5808 BOTH AVE N 621 BROKEN ARROW DR 9435 LIBBY LN BROOKLYN PARK, MN 55443 -2105 CHANHASSEN . MN 55317 -9569 EDEN PRAIRIE, MN 55347 -4280 RANDY SCHLUETER CRAIG J & ALLYSON L BENZ JAMES V & MARY L FRERICH 580 FOX HILL DR 620 FOX HILL DR 651 BROKEN ARROW DR CHANHASSEN , MN 55317 -95M CHANHASSEN , MN 55317 -9512 CHANHASSEN , MN 55317 -9569 DALE & PAMELA I STAHL RICHARD J & JUDITH L WILLIAMS FRANK P & BONNIE L FILKO 580 BIGHORN DR 570 BIGHORN DR 550 BIGHORN DR CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 JOHN C & VICKI L FRAZIER CURTIS C & JUDITH N OUINER JOHN D JR & LISA LENSEGRAV ETAL 610 BIGHORN DR 725 PONDEROSA DR 6880 6880 LOTUS TRL CHANHASSEN , MN 55317 -8806 CHANHASSEN , MN 55317 -9419 CHANHASSEN , MN 55317 -9559 MARK W & VALERIE NELSON ERNEST F & MARY ANNE E PIVEC LANA L MATSON-GALVIN & 6890 NAVAJO DR 5060 MEADVILLE ST JEFFREY D GALVIN CHANHASSEN , MN 55317 -9571 EXCELSIOR, MN 55331 -8788 6893 NAVAJO DR CHANHASSEN . MN 55317 -9572 CRAIG & MARY E RHATIGAN RICKI LEE HALE & STEVEN C & SHARON L ASH 599 BROKEN ARROW DR DEEANN WALLENTINE-HALE 356 CHIEF BOYD DR NE CHANHASSEN , MN 55317 -9569 600 FOX HILL DR CASS LAKE, MN 56633 -3241 CHANHASSEN , MN 55317 -9512 ROBERT IAN AMICK CONSTANCE M CERVILLA BRYAN & JENNIFER GRIMM 581 FOX HILL DR 650 CARVER BEACH RD 720 PREAKNESS LN CHANHASSEN , MN 55317 -9538 CHANHASSEN . MN 55317 -2101 CHANHASSEN , MN 55317 -9238 MATTHEW T & LISA A KOEPPEN CURTIS W & NOELLE W SWENSON CHRISTOPHER S CHARLSON & 5410 GROVE ST 597 BIG WOODS BLVD SHARIE L CHARLSON EDINA , MN 55436 -2210 CHANHASSEN , MN 55317 -4504 581 BIG WOODS BLVD CHANHASSEN . MN 55317 -4504 RICHARD M GORRA RICHARD ARTHUR SHEA ROBERT C HUIBREGTSE & 8201 STONE CREEK DR 533 BIG WOODS BLVD BETSY A SWEDLUND CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -4504 565 BIG WOODS BLVD CHANHASSEN . MN 55317 -4504 JOHN H L ODOM JR DAVID O & RACHEL A IGEL DEAN R & DENISE T PRESTON BARBARA A F 501 BIG WOODS BLVD 606 CARVER BEACH RD CHANHASSEN, MN 55317 -9263 PLEASANTT VIEW CV CHANHASSEN, MN 55317 -4504 CHANHASSEN , MN 55317 -2101 CHA ERIC V & NIKKI D TRUILLO DAVID A & JULIANNE OLSON GEORGENE M SORENSEN 600 BIGHORN DR 590 BIGHORN DR 540 BIGHORN DR CHANHASSEN, MN 55317 -8806 CHANHASSEN, MN 55317 -8805 CHANHASSEN, MN 55317 -8805 CHARLES & ANNETTE BUENGER ZACHARY A & JENNIFER L HARRIS DEAN T & SUSAN L STANTON 520 BIGHORN DR 1252 WILDWOOD PL 500 BIGHORN DR CHANHASSEN, MN 55317-8805 CHASKA, MN 55318-9734 CHANHASSEN, MN 55317-8805 PAUL D GRAN KENNETH W & COLLEEN J VERMEER PHILIP M HANSON 620 BIGHORN DR 730 PREAKNESS LN 621 CARVER BEACH RD CHANHASSEN, MN 55317-8806 CHANHASSEN. MN 55317-9238 CHANHASSEN, MN 55317-2101 CARVER BEACH PROPERTIES 2ND ST JOHNSON DELAHAYE ENTERPRISES LLC JOSEPH T & JANICE S MORTON GO PO BOX 693 6911 YUMA DR 332 END ST EXCELSIOR , MN 55331 -1806 EXCELSIOR, MN 55331 -0693 CHANHASSEN, MN 55317 -9560 JEFFREY L KLEINER GREG & MARIA LINDSLEY ARMIN C & NANCY E DREISSIGER 655 CARVER BEACH RD 500 BIG WOODS BLVD 560 BIGHORN DR CHANHASSEN, MN 55317-2101 CHANHASSEN, MN 55317-4504 CHANHASSEN, MN 55317-BB05 RICHARD & SANDRA MONSETH JON ALAN LANG PAUL T EIDSNESS & 530 BIGHORN DR 640 CARVER BEACH RD ANDREA S EIDSNESS CHANHASSEN, MN 55317 -8805 CHANHASSEN, MN 55317 -9428 4395 TRILLIUM LN W MINNETRISTA , MN 55364 -7713 JOSEPH G III & BARBARA C BETZ PATRICK T MCRAITH MICHAEL ROWE 6940 LOTUS TRL 6900 LOTUS TRL 109 12TH ST CHANHASSEN, MN 55317 -9559 CHANHASSEN. MN 55317 -9559 FARMINGTON. MN 55024 -8856 EXECUTIVE QUALITY HOMES INC MICHAEL OWELLY JEFFREY B & MARY V KING 20741 320TH ST 2733 TYRONE LN 6866 LOTUS TRL NEW PRAGUE , MN 56071 -4530 MOUND, MN 55364 -1828 CHANHASSEN, MN 55317 -9559 Public Hearing Notification Area (500 feet) Lotus Woods NE Corner Carver Beach Road and Big Woods Blvd. Planning Case No. 07-09 City of Chanhassen Lotus Lake SUBJECT PROPERTY Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) CrrY OF CHANHASSEN Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized CARVER & IIENNEPIN COUNTIES agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- NOTICE OF PUBLIC HEARING PLANNING CASE N0. 07-09 lager and has full knowledge of the facts herein stated as follows: NOTICE IS HEREBY GI V EN that the Chanhassen Planning (A) These newspapers have complied with the requirements constituting qualification as a legal Commissionwillholdapubhchearing newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as on Tuesday, May 1, 2007, at 7:00 p.m. amended. in the Council Chambers in �1 Chanhassen city Han, 770o Market �4- Blvd. The purpose of this hearing is (B) The printed public notice that is attached to this aper stated and identified as No. to consider a request for subdivision w'� Published on the date or dates and in the newspaper stated in the attached Notice and said of property located south of Fox Hill Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Drive, east of Carver Beach Road, the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both north of Big Woods Drive, and west inclusive, and is hereby acknowledged as being the kind and size of type used in the composition ofLotuslakewith Variances-LOTt1S and publication of the Notice: WOODS. Thesite iszonedResidential Single Family. Applicant: Paul abcdefghijklmnopgrstu ryz Eidsness. Aplanshowingthelionofthe �� r i proposalisavanablefor publublicreview U. ,l/) on thG ity's web site a �J• �•U Laurie A. Hartmann M V - oratCity Hall during regular business hours. An interested persons are invited to attendthispublichearingandexpross Subscribed and sworn before me on their opinions with respect to this proposal. Sharmeen Al- // QQ JW Senior Planner this day of , 2007 Email: cabai•i hanha n + GWEN M. RADUENZ Phone: 952- - NOTARY PUBLIC-MNWSOTA 227-1134 a (Published in the Chanhassen MY Commssia7 Ezpres Jam 31, �10 V illager on Thursday, April 19, 2D07; No. 4862) Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter ............................................... $11.89 per column inch S"'rI PI LD C e Ne--- i w.h rER g \ \ BF.'Cfi .^.'.R.TRae.l.�.s I� \ CMv91)aJ 4 Nin.9}SIAy xorz: N.tyMAVG EHrWab(N)4 YPIISS CtlPAV1 I[90m mm P.E.O ON.A CRE R P.E.O. 1n1 1 1411'lUla1 '": 3:27 1r11s#Islrlrl'= �1 1 1 1 F =IL .6Frm(MM� \ A B \\\ L N r.-.ri s�11 7i h � V♦ 11 Jr F,-9}19) tan I f 9.IM I 9I261 F I tAinr roc• or I1 /♦1LIS I ,I ) m , I e t tHR1P9Q: I llt)QT a nEBEe/g I I L 111EI60[ i t SIINef L OLM_9fI I! f/SYA �teV I IeWelO r M1be9A I \ I I I I ^\ 1 I I I AEpIA16A IIS1 K 9EA / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- — — �� PROPOSED HOUSE DETAILS \ NF.-DII.PJ z. Eb,-blw T-h-1 ���so'19m Mu,a �raMAl Ir t>slY M1ww w.nµ:tl I[b MI FJ�.-DIl9} 19 M1 AD) ry / m lal M11 F, fllf1. $PEO11C w dt REPORT S YE0R1A"°'" pA" �dFANSgN LOTUS WOODS GKT VAT PfO ESOTLL ENaINFFR OF 1K STS1E a YNIESOLA Iyw,rrm TT � RON KARON w . ay...rurr�.nrT`aam CHANHASSEN, MN BLOCK 2 LOT I Total Area - 40.956 SF $Iry Iw Mtl (E-" Ilww O 4 2II !11 4 I.R mIM 9.Idi,9 !r 4 al; MIN eAHCD1[I1 MFA - 2AM 4 MZ xAAPWIq - SQ LOT 2 Total A. - 59,915 SF soala. Arm a1M R.Ia,Fy m 4 aII ffiIM rlw^Y M114 rl.11f mrN xA9K01FN NLA - l6ra 4 m1N MA6CONA - 19x LOT J Total Area - 59,791 SF 1 sIMe — II°^^s .4eM rler. .1ba 4 s4 ffiIM f.l^FF9 IO 4 aA ffiIM srAe }9s 4 ass ffiIFp blww) mA 4 11; "I MNia1EM M - ells 4 Mat eMKaIQ - N.R BLOCK 1 LOT I Total Areo - 16,J20 SF M�'I 5612M NN N.al.�. Mqs ]R! 4 r1.8 OMw) a114 SII mrN MAROIQ MEA - !E(a 4 mrN b.�DIP - ax LOT 2 Total Area - 15,007 SF ss w n.-I }R) 4 ISQ W=/Iyl. w m 4 a}; mrN IM9R91P NLA YIs Y mrN I1M17mWf -b.I; LOT J Total Area - 11105 SF 1. M Ne � NyID ")Y 6Mw) Qf 4 llQ 19; m1N IW.R91Q MLA - .1� 4 mrN NMYICONf - n.R LOT e Total Area - 18,772 SF IWr ffiI4 rl rf MIN NML11P' N A - JJp 4 WrA xMVC01Q - Htf LOT 5 Total A. = 16,372 SF seFcw. Arm r �;. rlar 1xT 4 rau Mwpy ImU 4 aQ mrN iNI.mIW NE. - .AP 4 mI4 MNIXaIIR - HI; LOT 6rea Total Ar 16.002 SF M MA arwl Ibele.M IkYr ;H)4 IlQ Mww) HN 4 4tf mrN MNIXGIfR N . ml 4 MTN bMLCaIQ - Hrf LOT 7 Totol Area - 16,275 Sf r Mnlbl,� Shucly. I. Ibir tH)4 Srl sm MIN MNADI9A M - Me 4 'TA WTT. 1W - ISQ LOT e Total Area - 16,298 SF ^"L'I --- Ara M.em� Mwr )b)Y IlQ on.«) en 4 sQ mIN nAKCOWP NFI - Yf1 4 m1N xKmaNF - Hx HARD COVER EXHIBIT I 2-05-0190 NO. 1 OF 1 SHEETS i °AN` 11/21/06 Y�n ww.�.a. n V I,a MR MOV LOI 1 d[ 2 1.. w - IOSJp .Y 1011 M1. ) 1.N NY - JSI,3 4 (OI I. 1 T.I. .4w . SIlJ) F .vsMr N41/m., IMY+GLwYr: M...r (r.Yv: j�� s=us ,..Inm..w NI .mow. r� o.yY r al N awr r`rw�•r.... a..r.s N....r w rrwrw.w rarN.....,w wY��:..liYr r,Y as M,_r. Y rww w LOTUS WOODS BOB mm ��wwi�i �\.h Y. why• Nr M'. r.�rrM.w.� rY .wwra.�wK. o Nr..r wY�,Yry .�.. w./I • r �..rw,rr4..r.a.,. N.. r rrr •Naurus rr Ye Kam,. err r,�. �..r.+rrY �y�wwri wu� f..Y�.aY .N...wbhY NIY{r.wr.Y .�.N yy�b.r. rYsrar'lu, Yhl�� Y��i... Y.L Yw.r M O..vKYt`s,tY w O�wa Wrrr Yti `.IM r✓bMWil..v rw y r w � . � � w . . �NW aww .h .. +wL.y . N.mZ- .�.lY.wti ..rYw N...: .y,r.w. �� ,N. .r.w .i rr. .N.awu . r "y ,..w .r.N Yhn. w wru.l. l r �r . + . . .w.Y. � rb, Y w eu r l�Y " . :`ww w � E • N :. . 5Yr .M N. M r :b yr Y Y _ I... � IN.wKYbrl.M.n.. r... w i, w r.Y Y rww Nw.r Y+vK.t I,a �� Ir.Ywa K..a.Y.wr YrW.r...wh Y,M1Y .Y w.YNY YY W Y w.,11r.. pY y Y.Y'ry.Y dWw.K..a.YYr IIN F.MIw aw.r N N..r w rr rr whhlr M.u. W •.�/a.YI�. Y.KYYrw.a YY a. Y Yr�4YOY� wW YY=1=1 rI M4YY •.wYw�a.ww..N.� .. r.v�Y.Yw�w �.rrw�I��irlY YavKn M,a PRELIMINARY PLAT I 2-060190 Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 14 of 21 Lot Lot Lot Hard Home Area Width Depth Surface Setback Coverage 55' (30' Wetland + 25' Buffer) BLOCK Lot 1 16,320 non -riparian 100' 163.5' 22.5% 307NA 10755' Lot 2 15,007 non -riparian 92' 183.5' 22.1% 3VI30' 10'/55' Lot 3 15,105 non -riparian 119' 1985 21.7% 30730' 10'/55' Lot 4 18,772 non -riparian 12V 162' 20% 30'/NA IV Lot 5 16,372 non -riparian 104' 156.5' 24.4%* 30'/30' 10'/55' Lot 6 16,002 non -riparian 90' 157' 24.1 %* 30730' 10'/55' Lot 7 16,275 non -riparian 95' 154' 19.8% 307NA 10, Lot 8 16,298 non -riparian 92' 168' 20% 30'/30' 10755' BLOCK 2 Lot 1 40,956 riparian 12V 337' 5.6% 30775' IV Lot 2 39,915 riparian 116' 290' 19% 39/75' 10' Lot 3 59,791 riparian 123' 244' 11.3% 30'/75' 10 Outlot A 37,530 * The current plans reflect a "House Type A". The plans must be revised to show "House Type B". Hard surface coverage calculations include house pad, driveway, deck, patio and porch. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 15 of 21 SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; FindinE: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. 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; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 16 of 21 d. Lack of adequate off -site public improvements or support systems. Findine: The proposed subdivision will have access to public utilities and streets. VARIANCE VARIANCE -FINDINGS As part of this plat approval, a variance to allow a 50-foot wide right-of-way is requested. The City Council may approve the variance as part of the preliminary plat after they find the application complies with the following conditions: 1. The hardship is not a mere inconvenience. 2. The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land. 3. The condition or conditions upon which the request is based are unique and not generally applicable to other property. 4. The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The 50-foot wide right-of-way will minimize environmental impact on the site and allow the street to blend in with the surrounding neighborhood. RECOMMENDATION Staff recommends the Planning Commission adopt the following motion: "The Chanhassen Planning Commission recommends City Council approve the preliminary plat for Planning Case 07-09 for Lotus Woods Subdivision for 11 lots and 1 outlot with a variance to allow a 50-foot right -of --way as shown on the plans dated received May 4, 2007, prepared by Otto Associates, subject to the following conditions: 1. A wetland buffer 25 feet in width shall be maintained around all Manage 1 wetlands. All wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Principal structures shall maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 17 of 21 maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and wetland buffer setback shall be shown on the plans. 2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD "Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the City from the Carver SWCD. 3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency overflows shall be clearly labeled on the plan and a detail shall be provided. 4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end section installation. 5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond shall be stable prior to receiving discharge from the site. 6. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. 10. A temporary sediment basin shall be constructed prior to disturbing upslope areas. The areas of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g., a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided. 11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 18 of 21 inches of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. For all inlet protection devices, details shall be provided in the plan and in the SWPPP. 12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $31,996.00. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All trees shall be native species. Plan shall specify size, species, and locations. 16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot. Any trees shown as preserved on plans dated revised on 5/1/2007 must be replaced at a rate of 2:1 diameter inches if removed. 17. No grading shall be allowed on Outlot A. 18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1 19. All structures within the proposed right-of-way or within the required setback of Block 2 must be removed. 20. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on -site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 19 of 21 21. Fire Marshal conditions: a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. b. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. d. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. e. Fire hydrant locations are acceptable. f. Proposed street name is acceptable. g. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 22.Outlot A shall be deeded to the City in lieu of payment of park dedication fees. 23. Revise Sheet 2 of 12 to show "House Type B" on Lots 5 and 6, Block 1. 24. The two accessory structures along Lotus Woods Drive must be removed before grading commences. A plan is needed to allow all the existing homeowners access to their properties until the completion of construction. The existing driveways west of Lotus Woods Drive will need to be removed upon completion of Lotus Woods Drive. 25. Rational method calculations and delineation are needed for the sizing of the storm sewer. Also, add the ordinary high water level of the wetland to the plans. 26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard and discharge into the ditch in Triple Crown Estates. 27. A revised grading plan will be needed to address the following issues: a. The lowest openings of houses must be three feet above the ordinary high water level or one foot above the emergency overflow. b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts. c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10% maximum and need to be revised. d. Spot elevations must he shown at each proposed intersection to ensure the curb line has a .5% minimum slope. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 20 of 21 e. Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency overflows must be shown on the plan. More contour labels are needed. Also, please turn off the tree layer so it is easier to read the grading plan. 28. An easement is required from the appropriate property owner for any off -site grading. A temporary construction easement will be needed for the installation of the manhole on Lot 1 of Big Woods on Lotus Lake. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 29. The existing retaining wall in the southwest comer of the site must be removed before or during construction of the pond. A building permit is required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic. The watermain connection on Big Woods Boulevard shall connect to the provided stub and take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting to an existing stub shall be completed under traffic. 31. Actual elevations of existing utilities must be verified for accuracy. Proposed service connections along with connection details must be added to the plans. 32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 33. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and the Watershed District. 34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. Lotus Woods Subdivision Planning Case 07-09 May 15, 2007 Page 21 of 21 35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built' plans signed by a professional civil engineer." ATTACHMENTS 1. Findings of Fact. 2. Development Review Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Plans Dated May 4, 2007. gAplan\2007 planning cases\07-09 lotus woods\staff report pc.doc SWMP FEE WORKSHEET DATE April 23, 2007 PLANNING CASE 07-09 PROJECT Lotus Woods Site Area in Acres 7.60 Outlot A (0.70) Assessable area 6.90 VIOUI IMexei WMIS*91 al CK74 Y CIW: 1&19y WATER QUALITY WATER QUANTITY 1y31xy Rate per Acre Acres Total $ 1,900.00 6.90 $ 13,108.47 Rate per Acre Acres Total $ 3,100.00 6.90 $ 21,387.51 CREDITS ITEM UNIT QUANTITY 50% UNIT TOTAL PRICE Storm water pond acre 0.5 $ 1,900.00 $ - Outlet structure each 1 $ 2,500.00 $ 2,500.00 $ 2,500.00 SWW FEE $ 34,495.98 SWW CREDITS $ 2,500.00 TOTAL SWMP FEE $ 31,995.98 LOTUS WOODS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CHANHASSEN, MN August 28, 2007 Prepared by: Otto Associates, Engineers & Land Surveyors, Inc. w SOC(ATESTTo Engineers and Land Surveyors, Inc. Construction Activity Information Project Name LOTUS WOODS Project Location Intersection of Carver Beach Rd. & Fox Hill Dr. (Near 640 Carver Beach Rd.) Part of Sec. 1, Twp. 116, Rng. 23, Carver County, MN. P.I.D. #250010100; 250010200; 250125900; 250010300 City or Township Chanhassen State, Zip Code I MN 55317 Project Size (number of acres to be disturbed) 4.7 Contact Information A ent for Owners of the Site Business of Firm Name Karon Real Estate Grow Federal Tax ID State Tax ID Last Name First Name Title Karon Ron E-mail Telephone 763 438-0355 Mailing Address 10159 Wayzata Blvd. City Chanhassen State Zip Code MN 55305 Contractor Person who will oversee im lementation of the SWPPP) Business of Firm Name To Be Determined Federal Tax ID State Tax ID Last Name First Name Title E-mail Telephone Mailing Address City State Zip Code Party Responsible for Long Term Operation and Maintenance of the Permanent Stormwater Management S stem Business of Firm Name City of Chanhassen Federal Tax ID State Tax ID Last Name First Name Title Oehme Paul City Engineer E-mail Telephone 952-227-1169 Mailing Address 7700 Market Blvd, P.O. Box 147 City Chanhassen State Zip Code MN 55317 Site Conditions Work will consist of grading, utility and street construction, followed by building construction. The development consists of 8 new single family home lots and 4 existing lots on the east side. The site work will begin in the Fall of 2007/Spring of 2008 and extend into the 2008 construction season. Building construction is anticipated to extend over 3 years. The property is bordered on the north, south and west by residential subdivisions and on the east by Lotus Lake. As previously mentioned, there are four existing home on the east side, which will remain. The western portion of the property was previously used for driveway access to Carver Beach Road. Existing vegetation consists of woodland, lawn area, impervious, and a small wetland in the northwest corner. The on -site soils consist of lean clay, sandy lean clay, clayey sand and silty sand. Runoff leaves the site in four directions. Approximately 24% of the site drains to the northwest, 28% drains to the southwest through the proposed on -site pond, 5% drains to the southeast, and the remainder drains east to Lotus Lake. site Grading and Utility Construction — silt fence and a rock construction entrance shall be installed prior to the start of any grading. Seed and mulch shall be placed per the required time frames of the permit and erosion control blanket shall be placed as specified in the plan sheets. Storm drain inlet protection shall be placed in all inlets. Refer to the plan sheets for locations and details. Home building — The builder shall install a construction entrance and adequate perimeter erosion control on all down -gradient slopes prior to any land disturbing activity. No grading shall take place within Outlot A. The stormwater pond shall be utilized as a at the start of soil disturbance. The outlet control structure and rip rap spillway shall be installed with the grading activities. The basin must be drained and the sediment removed when the depth of sediment collected in the basin reaches %: the storage volume. Drainage and removal must be completed within 72 hours of discovery, or as soon as field conditions allow access. Permanent Stormwater Management System III-C The project includes construction of a stormwater pond The outlet control structure includes a submerged pipe to provide skimming. Subcatchment P5 Pond Water quality volume = 0.74 ac X 0.5 inches = 1,343 d Water elevation at water quality volume = 931.82 ft Allowable water quality discharge = 4,055 sf X 5.66 cfs/ac = 0.53 cfs Proposed discharge at water elevation = 0.17 cfs Permanent pool volume required = 2.25 ac X 1800 cf/ac = 4,050 cf Permanent pool volume provided = 6,207 d Erosion Prevention Practices (IV.B) To minimize erosion, areas of non -disturbance will be delineated with silt fence or tree protection fence prior to grading activities. All exposed soil with a continuous positive slope within 200 lineal feet of a surface water will have temporary erosion protection or permanent cover according to the following table of slopes and time frames: Tvne of Slope Time (Max. time an area Steeper than 3:1 7 days can remain open when 10:1 to 3:1 14 days the area is not actively Flatter than 10:1 21 days being worked) Piped outlets must be provided with energy dissipation (rip rap) within 24 hours of connection to a surface water. Practices Sediment control practices will include: • Silt fence installation on all down gradient perimeters prior to up -gradient land disturbing activities. • Storm drain inlet protection for all inlets. • Silt fencing surrounding temporary soil stockpiles. • Installation of rock construction entrances to minimize vehicle tracking of sediments. • Street sweeping and scraping of tracked sediment. • Temporary sediment basin Dewatering and Basin Draining (IV.D) Any dewatering shall be pumped to a temporary sediment basin. Maintenance Inspections shall be conducted by the Contractor once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. Stabilized areas shall be inspected once per month. Where work has been suspended due to frozen ground conditions, inspections and maintenance shall take place as soon as runoff occurs at the site or prior to resuming construction, whichever comes first. Inspections and maintenance records shall be retained on site with the SWPPP. The SWPPP, along with inspections and maintenance records, shall be retained for three years after submittal of the Notice of Termination (NOT). Inspections must include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches %: the storage volume. Drainage and removal must be completed within 72 hours of discovery, or as soon as field conditions allow access. Construction site vehicle exit locations must be inspected for evidence of off -site sediment tracking onto paved surfaces. Tracked sediment must be removed from all off -site paved surfaces within 24 hours of discovery. The contractor shall clean, remove sediment, or replace storm drain inlet protection devices on a routine basis such that the devices are fully functional for the next rainstorm event. Removal and disposal of the trapped sediment shall be incidental to the Project. Solid Waste: Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. Hazardous Materials: Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. The Owner will submit a Notice of Termination (NOT) after one of the following has been completed, whichever occurs first. 1. Final stabilization: a. All soil disturbing activities at the site have been completed and all soils are stabilized with a uniform perennial vegetative cover with a density of 701/6 over the entire pervious surface area. b. All temporary synthetic erosion prevention and sediment control BMPs (such as silt fence, biologs, etc) have been removed. c. Permanent stormwater basins shall be clean of construction sediment. 2. Another owner has assumed control over the project and a permit Subdivision Registration Form has been submitted to the MPCA. 3. Temporary erosion protection and down gradient perimeter control for all individual lots has been completed, and each residence has been transferred to the homeowner by the homebuilder. Additionally, the homebuilder must distribute the MPCA's "Homeowner Factsheet" to each homeowner at the time of sale. Likewise, if the builder has assumed control over the project, or a portion of the project, through the Subdivision Registration process, the builder will submit a Notice of Termination (NOT) according to the same requirements above. 1 APPENDIX 1 1 • Standard Detail Plates • Minnesota NDPES/SDS General Storm -water Permit for 1 Construction Activity 1 0 Subdivision Registration Form • Notice of Termination Form 1 • Sediment and Erosion Control of New Homeowners • SWPPP plan sheet 1 • Inspection logs (to be included by Contractor) • NPDES Notice of Permit Coverage from the MPCA (to be 1 included by Contractor) Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens) strength plastic zip ties per T-Post. (Machine sliced) 6ino� x EROSION CONTROL FENCE — TYPE 1 T Posts 24" in ground Ties Min. Depth of silt fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties REVISED: 1-04 24" in ground Hay or Straw Boles wo wood slakes drivw through bole IS to 2.V into the ground Boles to be recessed 6" below grade. Boles are to be tied with a non-Degadoble Material. EROSION CONTROL FENCE — TYPE 2 CITY OF CHANHASSEN ENGINEERING DEPARTMENT DATE: PLATE NO.: SILT FENCE 5300 W.FiRMITD RIPRAP REQUIREMENTS �u PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL.3 PLAN NOTE 27" TO 33" 14 to 20 CY CL.3 GRANULAR FILTER REQUIRED 36" TO 48" 23 to 38 CY CL.3 UNDER RIP RAP AND 2 54" AND UP 62 CY and up CL.4 LAYERS OF 50OX MIRAFI (One cubic yard is approximately 2,800 lbs.) FABRIC OR EQUAL REVISED: 1-98 FILE NAME: 37 N SECTION A -A SECTION B-B CITY OF CWHASSEN ENGINEERING DEPARTMENT DATE: RIPRAP Granular Filter (MNDOT 3601.2B) Geotextile Filter Type III ranular Filter (MNDOT 3601.2B) Geotextile Filter Type III PLATE NO.: RIPRAP DETAIL 3107 SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS LOT 1 LOT 2 LOT 3 \ \ \ DRAINAGE SWALE / LEGEND 'II� nb� Ia��m2In555aIb .,.>. eo � HOUSE ar PERIMETER GARAGE soeMwM 4. uw a 1 I I I wAIFN RM +I \ \ DRIVE II II \ CURB do GUTTER STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. + Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL + Topsoil -Site has a minimum of 4-6 inches of topsoil. + Construction entrance-1.5 to 3-inch clean rock at a depth of 6 inches. + House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. Slopes -Steeper than 4:1 need fiber blankets and temporary or permanent seeding. * Swoles-Need check dams or blankets. CITY OF EROSION I CBANSASSEN CONTROL EN9NEERNG DEPARTMENT REVISED:1-06 DATE: PLATE NO.: 5302D FILE NAME:393_5302D SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR 5PECIFICATIONS AND STANDARDS — AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITUN. — AWS STRUCTURAL WELDING CODE-- STEEL. D1.1-94. — 29 CFR 1926 — DSHA SAFETY ANO HEALTH STANd1RD5 MODEL#CG23 DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD SAFETY FACTOR WATER FLOW RATE (THROUGH TYPE FF FILTER) MAXIMUM OVERFLOW RATE n/a n/a 0.707 ds O 3' head 5.94 c1s O 15' head ASSEMBLY Box NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. REVISED: 1-06 FILE CITY OF CHANHASSEN ENGINEERING DEPARTMENT DATE: CATCH BASIN SEDIMENT TRAP PLATE NO.: 5302A ?'0 1 "-2"WASHED ROCK \����--_--I/ �... .ram , • •- -• •10"MIN.DEPTH FOR WOO CHIPS •I• •I • 18" MINIMUM CUT OFF BERM - TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC • r E: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 0 CITY OF ROCK CBANHASSEN CONSTRUCTION ENGINEERING DEPARTMENT ENTRANCE REVISED:1-06 DATE: PLATE NO.: 5301 FILE NAME:393_5301 ' Page 1 of 26 Permit No: MN R1000ol ' GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PERMIT PROGRAM ISSUANCE DATE: August 1, 2003 EXPIRATION DATE: August 1, 2008 In compliance with the provisions of the Clean Water Act, as amended, (33 U.S.C. 1251 et seq.; hereinafter, the "Act"), 40 CFR 122, 123, and 124, as amended, et seq.; Minn. Stat. Chs. I15 and 116, as amended, and Minn. R. Ch. 7001: This permit regulates the discharges of storm water to the waters of the state of Minnesota associated ' with construction activity. This permit covers the storm water discharges identified in Part I.A. of this permit. The limitations on permit coverage are identified in Part I.B. of this permit. t This permit requires the development and implementation of a Storm Water Pollution Prevention Plan (SWPPP). No person shall commence construction activity covered by Part I.A. until permit coverage under this permit is effective or, if applicable, until the Minnesota Pollution Control Agency ' (MPCA) has issued an individual NPDES/SDS construction storm water permit for the project. The SWPPP must be completed prior to submitting any permit application and prior to conducting any construction activity by any required Permittee. ' Unless notified by the MPCA to the contrary, applicants who submit a completed application (including permit fee) in accordance with the requirements of this permit are authorized to discharge storm water from construction sites under the terms and conditions of this permit 7, 30, or 90 days after the ' postmarked date of the completed application as described in Part II.B. Coverage under this permit will remain in effect until the owner has submitted a Notice of Termination, ' regardless of the above r expiration dd Signat e: ::� x✓� �'/ v for Minnesota Pollution Control Agency If you have questions on this permit, including the specific permit requirements, permit reporting or permit compliance status, please contact the appropriate MPCA offices. 1 Minnesota Pollution Control Agency Construction Storm Water Program ' 520 Lafayette Road North St. Paul, MN 55155-4194 Telephone (651) 297-2274 IMM2-51 All bohrfaced terms are defined in Definitions,' Pages 23 dvough 26 rDD (or hearing andspemh unpaved only): (651)292-5332 Madef, amrSQ%recycledfiber including20%pwtconsumer"caste Table of Contents 1. PERMIT COVERAGE AND LIMITATIONS A. Permit Coverage .......................... B. Limitations of Coverage ............... II. SUBMITTING THE APPLICATION A. Prerequisite for Submitting a Permit Application B. Application and Duration of Coverage ................ C. Termination of Coverage .................................... HL STORM WATER DISCHARGE DESIGN REQUIREMENTS Page 2 of 26 Permit No: MN R 100001 Page .......................... 3 ......................... 3 ......................... 3 ......................... 4 ........................ 4 ........................ 4 ........................ 6 .... .................. 7 A. Storm Water Pollution Prevention Plan.................................................................... 7 B. Temporary Sediment Basins.................................................................................... 9 C. Permanent Storm Water Management System.........................................................10 D. Record Retention....................................................................................................13 IV. CONSTRUCTION ACTIVITY REQUIREMENTS 13 A. Storm Water Pollution Prevention Plan...................................................................13 B. Erosion Prevention Practices...................................................................................13 C. Sediment Control Practices.....................................................................................14 D. Dewatering and Basin Draining..............................................................................15 E. Inspections and Maintenance..................................................................................15 F. Pollution Prevention Management Measures...........................................................17 G. Final Stabilization...................................................................................................17 V. GENERAL PROVISIONS............................................................................................18 A. Applicability Criteria..............................................................................................18 B. Response................................................................................................................18 ' C. Prohibitions............................................................................................................18 D. Transfer of Ownership or Control...........................................................................18 E. Civil and Criminal Liability....................................................................................18 ' F. Severability, ............................................................................................................19 G. NPDES/SDS Rule Standard Conditions..................................................................19 H. Inspection and Entry-----, ... ........ * .... ******* .... ... *19 ntry................................................19 ,APPENDIX A..........................................................................................................................19 1PPENDIXB - DEFINITIONS..............................................................................................23 1 SIM12-51 Page 3 of 26 Permit No: MN Rl0000l PART 1. PERMIT COVERAGE AND LIMITATIONS A. PERMIT COVERAGE 1. This permit is required for storm water discharges associated with construction activity and with small construction activity as defined in 40 C.F.R. part 122.26(b)(14)(x) and (b)(15), respectively. 2. This permit authorizes, subject to the terms and conditions of this permit, the discharge of storm water associated with construction activity and small construction activity. Construction activity includes clearing, grading and excavation, that disturbs land of equal to or greater than five (5) acres and includes the disturbance of less than five (5) acres of total land area that is a part of a larger common plan of development or sale if the larger common plan will ultimately disturb five (5) acres or more. Small construction activity includes clearing, grading and excavation, that disturbs land of equal to or greater than one (1) acre, and includes the disturbance of less than one (1) acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one and less than five (5) acres. Small construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of the facility. 3. This permit covers all areas of the state of Minnesota. 4. For Parts I.B through Appendix A of this permit, all reference to construction activity includes both small construction activity and construction activity. B. LIMITATIONS OF COVERAGE This permit does not cover the following activities: 1. Discharges or releases that are not storm water except those non -storm water discharges authorized under Part IV.D, 2. The placement of fill into waters of the state requiring local, state, or federal authorizations (such as U.S. Army Corps of Engineers Section 404 permits, Department of Natural Resources Public Waters Work Permits or Local Governmental Unit Wetland Conservation Act replacement plans or determinations). 3. Storm water discharges associated with industrial activity that originate from the site after construction activities have been completed and the site has undergone final stabilization. Post - construction industrial storm water discharges may need to be covered by a separate NPDES/SDS permit. 4. Non -point source agricultural and silvicultural discharges excluded from NPDES permit requirements under 40 CFR part 122.3(e). 5. Discharges to the waters identified below unless the requirements of Appendix A. are complied µpith- wo-strtn2-51 Page 4 of 26 Permit No: MN R 100001 a. Discharges into outstanding resource value waters (ORVWs) as defined in Minn_ R. 7050.0180, subp. 3 and 6, except calcareous fens listed in Minn. R. 7050.0180, subp. 6.b. b. Discharges into Trout waters as listed in Minn. R. 6264.0050, subp. 2 and 4. c. Discharges into Wetlands as listed in Minn. R. 7050.0130, item. F. d. Discharges from projects that have not met applicable Environmental Review requirements under state or federal laws. e. Discharges that adversely impact or contribute to adverse impacts on a listed endangered or threatened species or adversely modify a designated critical habitat. f. Discharges which adversely affect properties listed or eligible for listing in the National Register of Historic Places or affecting known or discovered archeological sites. 6. Discharges to calcareous fens listed in Minn. R. 7050.0180, subp. 6.b. Discharges to waters for which there is a total maximum daily load (TMDL) allocation for sediment and parameters associated with sediment transport are not eligible for coverage under this permit unless the Perttittee(s) develop and certify a SWPPP that is consistent with the assumptions, allocations and requirements in the approved TMDL. To be eligible for coverage under this general permit, Permittee(s) must incorporate into their SWPPP any conditions applicable to their discharges necessary for consistency with the assumptions, allocations and requirements of the TMDL within any timeframes established in the TMDL. The SWPPP must include the provisions in Part III.A.7. If a specific numeric wasteload allocation has been established that would apply to the project's discharges, the Petmittee(s) must incorporate that allocation into its SWPPP and implement necessary steps to meet that allocation. PART II. SUBMITTING THE APPLICATION A. PREREQUISITE FOR SUBMITTING A PERMIT APPLICATION ' The owner must develop a Storm Water Pollution Prevention Plan (SWPPP) in accordance with Part III (Stone Water Discharge Design Requirements) of this permit. The plans are not to be submitted to the MPCA (unless the project size is 50 acres or more and will discharge to certain ' waters as described in Part II.B.1.b.) but are to be retained by the owner in accordance with Part III.D (Record Retention). The applicants' failure to complete the SWPPP prior to submitting the application will result in the application being returned and the storm water discharges associated with construction activity will not be authorized by this permit. ' B. APPLICATION AND DURATION OF COVERAGE ' 1. Application Required. ' a. The owner and operator shall submit a completed application form (or a photocopy thereof) with the appropriate fee for project size (see application form) to the MPCA for each project which disturbs one (1) or more acres of land. The owner and operator of a common plan US",7-51 Page 5 of 26 Permit No: MN R100ool of development or sale that will ultimately disturb one (1) or more acres must submit a completed application to the MPCA_ ' b. For certain projects or common plans of development or sale disturbing 50 acres or more, the application must be submitted at least 30 days before the start of construction activity. Ibis requirement pertains to projects that have a discharge point on the project that is within ' 2000 feet of, and flows to, a special water listed in Appendix A, Part B. or waters listed as impaired under section 303(d) of the federal Clean Water Act (see MPCA's web site). Applicants must submit a completed application form and Storm Water Pollution ' Prevention Plan including all calculations for the Permanent Storm Water Management System (see Part IILA — Q. ' 2. The Owner and Operator are Permittee(s). 7be owner who signs the application is a Permittee and is responsible for compliance with all terms and conditions of this permit. 7be operator (usually the general contractor) who signs the application is a Permfttee for Parts ' II.B., Pan H.C. and Part IV. of this permit and is jointly responsible with the owner for compliance with those portions of the permit. 3. Permit Coverage. The commencement of any construction activity (e.g., land disturbing ' activities) covered under Part I.A. of this permit is prohibited until permit coverage under this permit is effective or, if applicable, until the MPCA has issued an individual NPDES/SDS construction storm water permit for the project. a. Except as provided in subp. 3.b. and 3.c. below, permit coverage will become effective seven 7 days after the postmarked date of the completed application form. b. For projects disturbing 50 acres or more, that have a discharge point on the project that is within 2" feet of, and flows to, a special water listed in Appendix A, Part B. or waters listed as impaired under section 303(d) of the federal Clean Water Act, the applicants must submit a completed application and SWPPP to the MPCA at least thirty (30) days prior to the commencement of construction activities. MPCA staff will review the SWPPP submitted with the completed application and unless the Permittee is notified in writing that the SWPPP does not meet the general permit requirements, permit coverage will become effective 30 days after the postmarked date or MPCA date -stamp (whichever is first) of the completed application. C. For proposals to use Alternative Method(s) for the Permanent Storm Water Management System under Part III.C.S, the applicants must submit a completed application and SWPPP, including the Alternative Method documentation under Part III.C.5, to MPCA for review and approval at least 90 days prior to the proposed starting date of construction activity. i. The MPCA will notify the applicant within the 90day period, in writing, whether the alternative method is approved or not approved and, if applicable, the basis for denial. ii. The applicant may re -submit the alternative method after addressing the MPCA's basis for denial. The MPCA will respond within 30 days. iii. Permit coverage will become effective upon receipt of an altemative treatment method approval letter from MPCA. Any construction activity on the project is not covered under this permit until receiving the alternative treatment approval letter. Page 6 of 26 Permit No: MN R 100001 4. Coverage Letter. For projects under subpart 3.a. of this part, the Permittee(s) will receive a pemrit letter and certificate acknowledging permit coverage. usually within 30 days of the postmarked date of the completed application. 5. Change of Coverage. For storm water discharges from construction projects where the owner or operator changes, (e.g., an original developer sells portions of the property to various homebuilders) the new owner or operator must submit a subdivision registration within 7 days of assuming operational control of the site, commencing work on their portion of the site, or of the legal transfer, sale or closing on the property. For instances where an owner or operator of an entire project changes after an application has been submitted under Part II, the new owner or operator must submit an application for permit transfer/modification within 7 days of assuming control of the site or commencing work on -site, or of the legal transfer, sale or closing on the property. Late submittals will not be rejected; however, the MPCA reserves the right to take enforcement for any unpermitted discharges or permit noncompliance for the new registered party that has assumed control of the site. For storm water discharges from construction activities where the owner or operator changes, the new owner or operator can implement the original SWPPP created for the project or develop and implement their own SWPPP. Permittee(s) shall ensure either directly or through coordination with other Permittee(s) that their SWPPP meets all terms and conditions of this permit and that their activities do not render another party's erosion prevention and sediment control Best Management Practices (BMPs)." C. TERMINATION OF COVERAGE 1. Permittee(s) wishing to terminate coverage under this permit must submit a Notice of Termination (NOT) to the MPCA. Compliance with this permit is required until a NOT is submitted. The Permittee(s) authorization to discharge under this permit terminates at midnight of the day the NOT is signed. 2. All Permittee(s) must submit a NOT within thirty (30) days after one or more of the following conditions have been met: a. Final stabilization (see Part W.G. and definition in Appendix B ) has been achieved on all portions of the site for which the Permittee is responsible (including the removal of all temporary measures such as silt fence, and if applicable, returning agricultural land to its pre - construction agricultural use); ' b. Another owner/operator (Permittee) has assumed control according to Part ILB.5 over all areas of the site that have not been finally stabilized; or c. For residential construction only, temporary erosion protection and down gradient perimeter control for individual lots has been completed and the residence has been transferred to the homeowner. Additionally, the Permittee must distribute the MPCA's "homeowner factsheet" to the homeowner to inform the homeowner of the need for, and benefits of, final stabilization. ' 3. Permittee(s) that use an alternative method for the permanent storm water management system as described in Part III.C.5, are prohibited from terminating this permit until final stabilization has been achieved on site and either: Uu 2.51 Page 7 of 26 Permit No: MN R 100001 ' a. The two years of monitoring data has been submitted to the MPCA and the MPCA has determined that the required treatment has been achieved. The Permittee will be notified in writing within 30 days after the monitoring data has been submitted. If the Permittee has not ' heard from the MPCA within 30 days after submitting the required data. the Permittee can submit a Notice of Termination. ' b. The Permittee can submit a Notice of Termination, even if the timeframe is less than two years, if the MPCA determines that the alternative method is achieving the required treatment. ' During the monitoring and evaluation of the alternative method, the Permittee is not responsible for other permit requirements that have been transferred as described in Part II.B.5. ' PART III. STORM WATER DISCHARGE DESIGN REQUIREMENTS A. STORM WATER POLLUTION PREVENTION PLAN The owner must develop a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shali be completed prior to submitting any permit application and prior to conducting any construction activity by any required Permittee(s). The plan must be a combination of narrative, plan sheets and if appropriate standard detail sheets that address the foreseeable conditions, at any stage in the construction or post construction activities. The plan must include a description of the nature of the construction activity. The plan must address the potential for discharge of sediment and/or other potential pollutants from the site. For storm water discharges from construction activities where the owner or operator changes, the new owner or operator can implement the original SWPPP created for the project or develop and implement their own SWPPP. Permittee(s) shall ensure either directly or through coordination with other Permittee(s) that their SWPPP meets all terns and conditions of this permit and that their activities do not render another party's erosion prevention and sediment control Best Management Practices (BMPs) ineffective. 1. As part of the SWPPP the owner must identify a person knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs before and during construction. The owner must identify who will have the responsibility for long term operation and maintenance of the permanent storm water management system (see Part III.C.). The owner shall develop a chain of responsibility with all operators on the site to ensure that the SWPPP will be implemented and stay in effect until the construction project is complete, the entire site has undergone final stabilization, and a NOT has been submitted to the MPCA. 2. The SWPPP must incorporate the requirements of Part III (Storm Water Discharge Design Requirements), Part IV (Construction Activity Requirements) and Appendix A for the project. A narrative describing the timing for installation of all erosion prevention and sediment control BMPs required in Part III, Part IV and Appendix A must also be included in the plan. 3. The SWPPP requirements must be incorporated into the project's final plans and specifications and/or project documentation, as appropriate, and must include: a. Location and type of all temporary and permanent erosion prevention and sediment control BMPs along with procedures to be used to establish additional temporary BMPs as wQ SIM12-51 Page 8 of 26 Permit No: MN R 100001 necessary for the site conditions during construction. Standard plates and/or specifications for the BMPs used on the project must be included in the final plans and specifications for the project. b. A site map with existing and final grades, including dividing lines and direction of flow for all pre and post -construction storm water runoff drainage areas located within the project limits. The site map must also include impervious surfaces and soil types. c. Locations of areas not to be disturbed. d. Location of areas where construction will be phased to minimize duration of exposed soil areas. e. All surface waters and existing wetlands, which can be identified on maps such as United States Geological Survey 7.5 minute quadrangle maps or equivalent maps within one-half mile from the project boundaries, which will receive storm water runoff from the construction site, during or after construction. Where surface waters receiving runoff associated with construction activity will not fit on the plan sheet, they must be identified with an arrow, indicating both direction and distance to the surface water. f. Methods to be used for final stabilization of all exposed soil areas. 4. The Permittee(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs, designed to correct problems identified or address situations whenever. a. There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface waters or underground waters; b. Inspections or investigations by site operators, local, state or federal officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exccedances; or C. The SWPPP is not achieving the general objectives of controlling pollutants in storm water discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit. d. At any time after permit coverage is effective, the MPCA may determine that the project's storm water discharges may cause, have reasonable potential to cause, or contribute to non -attainment of any applicable water quality standard, or that the SWPPP does not incorporate the requirements in Part HI.A.7 related to an approved Total Maximum Daily Load (TMDL) implementation plan that contains construction storm water related requirements. If MPCA makes such determination(s) or any of the determinations in Parts III.AA.a. 4.c., MPCA will notify the Permittees in writing. In response, the Permittees must develop a supplemental BMP action plan or appropriate SWPPP amendments describing SWPPP modifications to address the identified concerns and submit information requested by MPCA, which may include w'ct-SIM2-51 Page 9 of 26 Permit No: MN R 100001 an individual permit application. If MPCA's written notification requires a response, failure to respond within the specified timeframe constitutes a permit violation. ' 5. The SWPPP must factor in any findings of and include any storm water mitigation measures required as the result of any environmental, archeological or other required local, state or federal review conducted for the project. For the purposes of this permit provision, mitigation measures ' mean avoiding, minimizing, rectifying (e.g., repairing, rehabilitating, restoring), reducing, eliminating or compensating for impacts related to: (1) storm water discharges associated with the project's construction activity; and (2) erosion prevention, sediment control and the ' permanent storm water management system for the project. 6. The SWPPP must provide additional measures as necessary to assure compliance with surface t and ground water standards in Minn. R. chapters 7050 and 7060 in karst areas and to ensure protection of drinking water supply management areas (see Minn. R. 4725.4450). 7. If runoff from the site discharges to an impaired water which has an approved TMDL implementation plan containing requirements for construction storm water discharges, the Permittee must include the following in the SWPPP: ' a. identify the receiving water and the areas of the site discharging to it; and b. BMPs that are appropriate for the site and sufficient to comply withal] ' applicable requirements of the TMDL implementation plan. B. TEMPORARY SEDIMENT BASINS ' Where ten (10) or more acres of disturbed soil drain to a common location, a temporary (or permanent) sediment basin must be provided prior to the runoff leaving the construction site or ' entering surface waters. The Permittee is encouraged, but not required, to install temporary sediment basins where appropriate in areas with steep slopes or highly erodible soils even if less than ten 00) acres drains to one area. The basins must be designed and constructed according to the ' following requirements: 1. The basins must provide storage below the outlet pipe for a calculated volume of runoff from a 2 ' year, 24 hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin. ' 2. Where no such calculation has been performed, a temporary (or permanent) sediment basin providing 3,600 cubic feet of storage below the outlet pipe per acre drained to the basin, shall be ' provided where attainable until final stabilization of the site. 3. Temporary basin outlets must be designed to prevent short-circuiting and the discharge of t floating debris. The basin must be designed with the ability to allow complete basin drawdown (e.g., perforated riser pipe wrapped with filter fabric and covered with crushed gravel, pumps or other means, see Part IV.D.) for maintenance activities, and provide a stabilized emergency overflow to prevent failure of pond integrity. Energy dissipation must be provided for the basin outlet (see Part IV.13.4). to Stmi? 51 Page 10 of 26 Permit No: MN R 100001 4. The temporary (or permanent) basins must be constructed and made operational concurrent with the start of soil disturbance that is upgradient of the area and contributes runoff to the pond. 5. Where the temporary sediment basin is not attainable due to site limitations, equivalent sediment controls such as smaller sediment basins, and/or sediment traps, silt fences, vegetative buffer strips, or any appropriate combination of measures are required for all down slope boundaries of the construction area and for those side slope boundaries deemed appropriate as dictated by individual site conditions. In determining whether installing a sediment basin is attainable, the Permittee must consider public safety and may consider factors such as site soils, slope, and available area on site. This determination must be documented in the SWPPP. C. PERMANENT STORM WATER MANAGEMENT SYSTEM All storm water must be discharged in a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in wetlands causing a significant adverse impact to the wetlands. Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one or more acres of cumulative impervious surface, a water quality volume of rfz inch of runoff from the new impervious surfaces created by the project must be treated by one of the methods outlined in Part III.C.I through Part III.C.5 prior to the runoff leaving the construction site or entering surface waters (excluding drainage systems that convey storm water to a constructed permanent storm water management facility designed to treat the water quality volume from the project). For those areas of a project where there is no feasible way to meet the treatment requirement for the water quality volume, other treatment such as grassed swales, smaller ponds or grit chambers is required prior to discharge to surface waters. A cumulative maximum of (3) three acres or 1% of project size whichever is larger can be treated in this manner. Where the proximity to bedrock precludes the installation of any of the permanent storm water management practices outlined in Part M.C., other treatment, such as grassed swales, smaller ponds, ' or grit chambers, is required prior to discharge to surface waters. For work on road projects where the lack of right of way precludes the installation of any of the ' permanent storm water management practices outlined in Part III.C., other treatment such as grassed swales, smaller ponds, or grit chambers, is required prior to discharge to surface waters. ' I. Wet Sedimentation Basin a. The basin must have a permanent volume of 1800 cubic feet of storage below the outlet pipe for each acre that drains to the basin. The basin's permanent volume must reach a minimum depth of at least 3 feet and must have no depth greater than 10 feet. The basin must be configured such that scour or resuspension of solids is minimized. b. The basin's water quality volume is calculated as ti4 inch of runoff from the new impervious surfaces created by the project. ' c. Basin outlets shall be designed such that the water quality volume is discharged at no more than 5.66 cubic feet per second (cfs) per acre of surface area of the pond. Page I 1 of 26 Permit No: MN R 100001 d. Basin outlets must be designed to prevent short-circuiting and the discharge of floating debris. Basin outlets must have energy dissipation. e. The basin must provide a stabilized emergency overflow to accommodate storm events in excess of the basin's hydraulic design. Adequate maintenance access must be provided (typically 8 ft. wide) for future maintenance of the basin. 2. Infiltration/Filtration Infiltration/Filtration options include but are not limited to: infiltration basins, infiltration trenches, rainwater gardens, sand filters, organic filters, bioretention areas, enhanced swales, dry storage ponds with underdrain discharge, off-line retention areas and natural depressions. Infiltration must be used only as appropriate to the site and land uses. Settleable solids, floating materials, oils and grease should be removed from the runoff to the maximum extent practicable before runoff enters the infiltration/filtration system. Filtration systems must have a reasonable chance of achieving approximately 80% removal of total suspended solids. The Permittee(s) must evaluate the impact of constructing an infiltration practice on existing hydrologic features (e.g., existing wedands) and try to maintain pre-existing conditions (e.g., do not breach a perched water table which is supporting a wetland). For a discussion of ground water warnings, design measures, maintenance considerations or other retention, detention, and treatment devices, see the MPCA's Protecting Water Quality in Urban Areas found on the MPCA's web -site. a Infiltration systems should not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. b. During construction of an infiltration system, rigorous sediment and erosion controls (e.g., ' diversion berms) should be used to keep sediment and runoff completely away from the infiltration area. The area must be staked off and marked so that heavy construction equipment will not compact the soil in the proposed infiltration area. ' c. To prevent clogging of the infiltration or filtration system, a pretreatment device such as a vegetated filter strip, small sedimentation basin, or water quality inlet (e.g., grit chamber) ' must be used to settle particulates before the storm water discharges into the infiltration or filtration system. ' d. Infiltration or filtration systems shall be sufficient to infiltrate or filter a water quality volume of IQ inch of runoff from the new impervious surfaces created by the project. ' e. The water quality volume shall discharge through the soil or filter media in 48 hours or less. Additional flows that cannot be infiltrated or filtered in 48 hours should be routed to bypass the system through a stabilized discharge point. A way to visually verify that the ' system is operating as designed must be provided. f. Appropriate on -site testing shall be conducted to ensure a minimum of 3 feet of separation from the seasonally saturated soils (or from bedrock) and the bottom of the proposed infiltration system. Calculations and computer model results that demonstrate the design adequacy of the infiltration system must be included as part of the SWPPP. ' eo-s�m,z-si Page 12 of 26 Permit No- MN R100001 g. Adequate maintenance access must be provided (typically 8 ft- wide) along with a maintenance plan identifying whom will be performing future maintenance of the infiltration or filtration system- h. Use of designed infiltration systems from industrial areas with exposed significant materials or from vehicle fueling and maintenance areas is prohibited. 3. Regional Ponds Regional ponds can be used provided that they are constructed ponds, not a natural wetland or waterbody, (wetlands used as regional ponds must be mitigated for, see Appendix A) and designed in accordance with this permit's design requirements (see Part III.C.1) for all water from impervious surfaces that reach the pond. Permittees shall not construct regional ponds in wetlands, regardless of their condition, quality or designation by local plans, unless the mitigative sequence in Appendix A. D.2 of this permit has been completed. There must be no significant degradation of the waterways between the project and the regional pond. The owner must obtain written authorization from the applicable local governmental unit (LOU) or private entity that owns and maintains the regional pond. The LGU's or private entity's written authorization must identify that the regional pond will discharge the water quality volume (Ya inch of runoff from the impervious watershed area) at no more than 5.66 cfs per acre of surface area of the pond. The owner must include the LGU's or private entity's written authorization in the SWPPP. The LGU's or private entity's written authorization must be obtained before the owner finalizes the SWPPP and before any application for this permit is made to the MPCA. 4. Combination of Practices A combination of practices, including those required by a LGU, which meet the requirements of Part III.C.1, 2 and 3 respectively, (i.e., wet sedimentation basins, infiltration/filtration, and regional ponds) may be used such that the water quality volume of 1h inch of runoff from the new impervious surfaces created by the project is accounted for in the owner's permanent storm water management system (e.g., t/a inch infiltrated and N inch treated through a wet sedimentation basin). If any combination of these practices is used, the SWPPP must contain documentation (e.g., LGU or private entity's authorization, infiltration computer model results or calculations, etc.) identifying the volume that each practice addresses. 5. Alternative Method Where an alternative, innovative treatment system is proposed and demonstrated by calculation, design or other independent methods to achieve approximately 80% removal of total suspended solids on an annual average basis, the Commissioner will approve the method if the process outlined in Part II.B.3.c. is completed, and the following information is submitted: a. All calculations, drainage areas, plans, and specifications for the proposed alternative method and a graphic representation of the area to be served by the method. These items must be included in the SWPPP and submitted to the MPCA at least 90 days prior to the proposed starling date of the construction activity. ' b. A 2 year monitoring plan to sample runoff from the proposed method. The plan must include a discussion of the methods used to collect samples, location where samples will be taken (upstream and downstream of the proposed method), frequency of samples (minimum I' �q um,z-st ' Page 13 of 26 Permit No: MN izimol of six runoff events sampled), identify lab used to analyze the samples and quality assurance and quality control methods to be used. The plan must include a schedule for submitting the monitoring data annually. ' c. A mitigation plan that addresses how the water quality volume will be treated in the event that the monitoring data shows the proposed alternative treatment method does not function ' as designed. d. The alternative method must achieve approximately 80% removal of total suspended solids ' on an average annual basis for the conditions expected at the site. The design must also consider public safety, health and water quality concerns. Proprietary information on effectiveness will not be considered for alternative treatment method review and approval. No construction activity on the project is covered under this permit until the applicant receives an alternative treatment approval letter from the MPCA as described in Part II.B.3.c. ' D. RECORD RETENTION The SWPPP,all changes to it, and inspections and maintenance records must be kept at the site ' during construction by the Permittee who has operational control of that portion of the site. The SWPPP can be kept in either the field office or in an on site vehicle. ' All owner(s) must keep the SWPPP, along with the following additional records, on file for three years after submittal of the NOT as outlined in Part H.C. This does not include any records after submittal of the NOT. ' 1. Any other permits required for the project; ' 2. Records of all inspection and maintenance conducted during construction (see Part N.E. Inspections and Maintenance); ' 3. All permanent operation and maintenance agreements that have been implemented, including all right of way, contracts, covenants and other binding requirements regarding perpetual maintenance; and 4. All required calculations for design of the temporary and permanent storm water management systems. _ PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS ' A. STORM WATER POLLUTION PREVENTION PLAN The Permittee(s) must implement the SWPPP and the requirements of this part. The Best Management Practices (BMPs) identified in the SWPPP and in this permit must be installed in an ' appropriate and functional manner. B. EROSION PREVENTION PRACTICES ' 1. The Permittee(s) must plan for and implement appropriate construction phasing, vegetative buffer strips, horizontal slope grading, and other construction practices that minimize erosion, so ' aq-Vm2-51 Page 14 of 26 Permit No: MN R 10000 1 ' that the inspection and maintenance requirements of Part W.E. are complied with. The location of areas not to be disturbed must be delineated (e-g. with flags, stakes, signs, silt fence etc.) on the development site before work begins. ' 2. All exposed soil areas with a continuous positive slope within 200 lineal feet of a surface water, must have temporary erosion protection or permanent cover for the exposed soil areas year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can ' remain open when the area Steeper than 3:1 7 days is not actively being worked.) 10:1 to 3:1 14 days ' Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter ' system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) are exempt from this requirement but must comply with Part IV.C.5. 3. The normal wetted perimeter of any temporary or permanent drainage ditch that drains water from a construction site, or diverts water around a site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge to any surface water. Stabilization must be completed within 24 hours of connecting to a surface water. ' 4. Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours of connection to a surface water. ' C. SEDIMENT CONTROL PRACTICES ' 1. Sediment control practices must minimize sediment from entering surface waters, including curb and gutter systems and storm sewer inlets. ' a. Temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system (e.g., ditches with rock check dams) require sediment control practices only as appropriate for site conditions. ' b. If the down gradient treatment system is overloaded, additional upgradient sediment control practices must be installed to eliminate the overloading, and the SWPPP must be amended to ' identify these additional practices as required in Part M.A.4, a. through c. c. In order to maintain sheet Flow and minimize rills and/or gullies, there shall be no unbroken ' slope length of greater than 75 feet for slopes with a grade of 3:1 or steeper. 2. Sediment control practices must be established on all down gradient perimeters before any upgradient land disturbing activities begin. These practices shall remain in place until final ' stabilization has been established in accordance with Part W.G. Lsvm2-51 Page 15 of 26 Permit No: MN R1000ol ' 3. The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control practices must be installed ' immediately after the activity is completed. However, sediment control practices must be installed before the next precipitation event even if the activity is not complete. ' 4. All storm drain inlets must be protected by appropriate BMPs during construction until all sources with potential for discharging to the inlet have been stabilized. ' S. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. 6. Vehicle tracking of sediment from the construction site must be minimized by BMPs such as stone pads, concrete or steel wash racks, or equivalent systems. Street sweeping must be used if such BMPs are not adequate to prevent sediment from being tracked onto the street (see Part IV.E.4.d.). 7. The Permittee must install temporary sedimentation basins as required in Part M.B. of this permit. D. DEWATERING AND BASIN DRAINING 1. Dewatering or basin draining (e.g., pumped discharges, trench/ditch cuts for drainage) related to the construction activity that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the project site whenever possible. If the water cannot be discharged to a sedimentation basin prior to entering the surface water, it must be treated with the appropriate BMPs, such that the discharge does not adversely affect the receiving water or downstream landowners. The Permittee(s) must ensure that discharge points are adequately protected from erosion and scour. The discharge must be dispersed over natural rock riprap, sand bags, plastic sheeting or other accepted energy dissipation measures. Adequate sedimentation control measures are required for discharge water that contains suspended solids. ' 2. All water from dewatering or basin draining activities must be discharged in a manner that does not cause nuisance conditions, erosion in receiving channels or on downslope properties, or inundation in wetlands causing significant adverse impact to the wetland. E. INSPECTIONS AND MAINTENANCE ' 1. The Permittee(s) (either the owner or operator, whoever is identified in the SWPPP) must routinely inspect the construction site once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. ' 2. All inspections and maintenance conducted during construction must be recorded in writing and these records must be retained with the SWPPP in accordance with Part III.D. Records of each ' inspection and maintenance activity shall include: a. Date and time of inspections; was�.mz-st Page 16 of 26 Permit No: MN R 100001 b. Name of person(s) conducting inspections; c. Findings of inspections, including recommendations for corrective actions; d. Corrective actions taken (including dates, times, and party completing maintenance activities); e. Date and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours; and f. Documentation of changes made to the SWPPP as required in Part HI.A.4. 3. Where parts of the construction site have undergone final stabilization, but work remains on other parts of the site, inspections of the stabilized areas may be reduced to once per month. Where work has been suspended due to frozen ground conditions, the required inspections and maintenance must take place as soon as runoff occurs at the site or prior to resuming construction, whichever comes first. 4. All erosion prevention and sediment control BMPs must be inspected to ensure integrity and effectiveness. All nonfunctional BMPs must be repaired, replaced, or supplemented with functional BMPs. The Permittee(s) must investigate and comply with the following inspection and maintenance requirements: a. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. b. Temporary and permanent sedimentation basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches 1/2 the storage volume. Drainage raid removal must be completed within 72 hours of discovery, or as soon as field conditions allow access (see Part W.D.). c. Surface waters, including drainage ditches and conveyance systems, must be inspected for evidence of sediment being deposited by erosion. The Permittee(s) must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins, and other drainage systems, and restabilize the areas where sediment removal results in exposed soil. The removal and stabilization must take place within seven (7) days of discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee shall use all reasonable efforts to obtain access. If precluded, removal and stabilization must take place within seven (7) calendar days of obtaining access. The Permittee is responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work. d. Construction site vehicle exit locations must be inspected for evidence of off -site sediment ' tracking onto paved surfaces. Tracked sediment must be removed from all off -site paved surfaces, within 24 hours of discovery, or if applicable, within a shorter time to comply with Part IV.C.6. e. The Permittee(s) are responsible for the operation and maintenance of temporary and permanent water quality management BMPs, as well as all erosion prevention and ' sediment control BMPs, for the duration of the construction work at the site. The Page 17 of 26 Permit No: MNR100001 Permittee(s) are responsible until another Permittee has assumed control according to Part II.B.5 over all areas of the site that have not been finally stabilized or the site has undergone final stabilization, and a NOT has been submitted to the MPCA. f. If sediment escapes the construction site, off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts (e.g., fugitive sediment in streets could be washed into storm sewers by the next rain and/or pose a safety hazard to users of public streets). 5. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activities is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. F. POLLUTION PREVENTION MANAGEMENT MEASURES The Permittee(s) shall implement the following pollution prevention management measures on the site: ' 1. Solid Waste: Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. ' 2. Hazardous Materials: Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste ' must be in compliance with MPCA regulations. 3. External washing of trucks and other construction vehicles must be limited to a defined area of ' the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site. ' G. FINAL STABILIZATION The Permittee(s) must ensure final stabilization of the site. The Permittee(s) must submit a NOT ' within 30 days after final stabilization is complete, or another owner/operator (Permittee) has assumed control according to Part II.B.5 over all areas of the site that have not undergone final stabilization. Final stabilization can be achieved in one of the following ways: ' 1. All soil disturbing activities at the site have been completed and all soils must be stabilized by a uniform perennial vegetative cover with a density of 70 percent over the entire pervious surface ' area, or other equivalent means necessary to prevent soil failure under erosive conditions and; a. All drainage ditches, constructed to drain water from the site after construction is complete, ' must be stabilized to preclude erosion; b. All temporary synthetic, and structural erosion prevention and sediment control BMPs (such as silt fence) must be removed as part of the site final stabilization; and C. The Permittee(s) must clean out all sediment from conveyances and from temporary ' sedimentation basins that are to be used as permanent water quality management basins. Page Ig of 26 Permit No: MN R 100001 Sediment must be stabilized to prevent it from being washed back into the basin, conveyances or drainageways discharging off -site or to surface waters. The cleanout of permanent basins must be sufficient to return the basin to design capacity. 2. For residential construction only, final stabilization has been achieved when temporary erosion protection and down gradient perimeter control for individual lots has been completed and the residence has been transferred to the homeowner. Additionally, the Permittee must distribute the MPCA "homeowner factsheet" to the homeowner to inform the homeowner of the need for, and benefits of, final stabilization. PART V. GENERAL PROVISIONS A. APPLICABILITY CRITERIA 1. If the Commissioner determines that storm water discharges associated with a construction activity are contributing to a violation of a water quality standard or would be more appropriately regulated by an individual permit, the Commissioner may require the owner to be covered by an individual storm water discharge permit. The Commissioner may require the owner to develop and implement specific BMPs and monitor the discharge from the site. If applicable, upon issuance of an individual permit, this general permit would no longer apply. 2. If the terms and conditions of this general permit cannot be met, an owner may request an individual permit, in accordance with Minn. R. 7001. B. RESPONSE The SWPPP, including all certificates, reports, records, or other information required by this permit, must be made available to federal, state, and local officials within 72 hours upon request for the duration of the permit and for three years following the NOT. This does not include any records after submittal of the NOT. C. PROHIBITIONS This permit prohibits discharges of any material other than storm water, and discharges from ' dewatering or basin draining activities in accordance with Part IV.D.1 and 2. For example, prohibited discharges include but are not limited to vehicle and equipment washing, maintenance spills, wash water, and discharges of oil and other hazardous substances. ' D. TRANSFER OF OWNERSHIP OR CONTROL ' This permit may not be assigned or transferred by the permit holder except when transfer occurs in accordance with the applicable requirements of Pan H.B.S. ' E. CIVIL AND CRIMINAL LIABILITY Nothing in this permit must be construed to relieve the Permittee(s) from civil or criminal penalties for noncompliance with the terms and conditions provided herein. Nothing in this permit must be construed to preclude the initiation of any legal action or relieve the Permittee(s) from any responsibilities, liabilities, or penalties to which the Permittee(s) is or may be subject to under 'Section 311 of the Act and Minn. Stat. chs. 115 and 116, as amended. The Permittee(s) are not u n-ctmJ_S I Page 19 of 26 Permit No: MN R1000o1 liable for permit requirements for activities occurring on those portions of a site where another party has submitted a subdivision short form registration as described in Part II. B.5 or a NOT has been issued by the MPCA except for responsibilities listed under Part III.C.5 if applicable. F. SEVERABILITY The provisions of this permit are severable. If any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to Other circumstances, and the remainder of this permit must not be affected thereby. G. NPDES/SDS RULE STANDARD CONDITIONS ' The Petmittee(s) must comply with the provisions of Minn. R. 7001.0150, subp. 3 and 7001.1090, subp. 1.A,B,C,H,1. This permit does not require the submittal of a data monitoring report, except where monitoring is required in Part HI.C.5. ' H. INSPECTION AND ENTRY t The Permrittee(s) must comply with the provisions of 40 CFR 122.41(i), Minn. Slat. Ch. 115.04 and Minn. Stat. Ch. 115B.17. The Permittee(s) shall allow representatives of the MPCA or any member, employee or agent thereof, when authorized by it, upon presentation of credentials, to enter upon any property, public or private, for the purpose of obtaining information or examination of records or conducting surveys or investigations. APPENDIX A A. GENERAL REQUIREMENTS ' All requirements in this Appendix are in addition to BMPs already specified in the permit. Where provisions of Appendix A conflict with requirements elsewhere in the permit, the provisions in Appendix A take precedence. All BMPs used to comply with this Appendix must be documented in ' the SWPPP for the project. If the terms and conditions of this Appendix cannot be met, an individual permit will be required in accordance with Minn. R. ch. 7001. ' B. REQUIREMENTS FOR DISCHARGES TO SPECIAL WATERS Additional BMPs together with enhanced runoff controls, are required for discharges to the following ' special waters (part B.1 through B.8 of Appendix A). The BMPs identified for each special water are required for those areas of the project draining to a discharge point on the project that is within 2000 feet of a special water and flows to that special water. ' 1. Wilderness areas: Boundary Waters Canoe Area Wilderness; Voyageurs National Park; Kettle River from the site of the former dam at Sandstone to its confluence with the Saint Croix River; ' Rum River from Ogechie Lake spillway to the northernmost confluence with Lake Onamia. Discharges to these waters must incorporate the BMPs outlined in CA, C.2, C.3 and CA of this appendix. ' 2. Mississippi River: Those portions from Lake Itasca to the southerly boundary of Morrison County that are included in the Mississippi Headwaters Board comprehensive plan dated Page 20 of 26 Permit No: MN R 100001 February 12, 1981. Discharges to these waters must incorporate the BMPs outlined in C.1, C.2 and C.3 of this appendix. ' 3. Scenic or recreational river segments: Saint Croix river, entire length; Cannon River from northern city limits of Faribault to its confluence with the Mississippi River; North Fork of the Crow River from Lake Koronis outlet to the Meeker -Wright county line; Kettle River from north Pine County line to the site of the former dam at Sandstone; Minnesota River from Lac qui Parle dam to Redwood County state aid highway 11; Mississippi River from county state aid highway 7 bridge in Saint Cloud to northwestern city limits of Anoka; and Rum River from state aid Highway 27 bridge in Onamia to Madison and Rice streets in Anoka. Discharges to these waters must incorporate the BMPs outlined in C.1, C.2 and C.3 of this appendix. 4. Lake Superior: (prohibited and restricted) Discharges to Lake Superior must incorporate the BMPs outlined in C.1, C.2 and C.3 of this appendix. ' S. Lake Trout Lakes: Identified in Minn. R. 7050.0470, including those inside the boundaries of the Boundary Waters Canoe Area Wilderness and Voyageurs National Park. Discharges to these waters must incorporate the BMPs outlined in C.1, C.2, C.3 and CA of this appendix. 6. Trout Lakes: identified in Minn. R. 6264.0050, subp. 2. Discharges to these waters must incorporate the BMPs outlined in C.1, C.2, C.3, and CA of this appendix. 7. Scientific and natural areas: Boot Lake, Anoka County; Kettle River in sections 15, 22, 23, T 41 N, R 20, Pine County; Pennington Bog, Beltrami County; Purvis Lake -Ober Foundation, Saint Louis County; Waters within the borders of Itasca Wilderness Sanctuary, Clearwater County; Iron Springs Bog, Clearwater County; Wolsfeld Woods, Hennepin County; Green Water Lake, Becker County; Blackdog Preserve, Dakota County; Prairie Bush Clover, Jackson County; Black Lake Bog, Pine County; Pembina Trail Preserve, Polk County; and Falls Creek, Washington County. Discharges to these waters must incorporate the BMPs outlined in C.1, C.2, C.3 and CA of this appendix. 8. Trout Streams: listed in Minn. R. 6264.0050, subp. 4. Discharges to these waters must incorporate the BMPs outlined in Appendix A C.1, C.2, C.3, and C.5 of this appendix. C. ADDITIONAL BMPS FOR SPECIAL WATERS For the BMPs described in C.2 CA and C.5 of this Appendix: Where the proximity to bedrock precludes the installation of any of the permanent storm water management practices outlined in Appendix A, other treatment such as grassed swales, smaller ponds, or grit chambers is required prior to discharge to surface waters. For work on road projects where the lack of right of way precludes the installation of any of the Permanent storm water management practices outlined in Appendix A, other treatment such as grassed swales, smaller ponds, or grit chambers is required prior to discharge to surface waters. ' 1. During construction. a. All exposed soil areas with a slope of 3:1 or steeper, that have a continuous positive slope to a special water must have temporary erosion protection or permanent cover within 3 days con-ebm].SI Page 21 of 26 Permit No: MN R 100001 after the area is no longer actively being worked. All other slopes that have a continuous positive slope to a special water must have temporary erosion protection or permanent cover within 7 days after the area is no longer actively being worked. b. Temporary sediment basin requirements described in Part III.B.1-5 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. 2. Post construction. The water quality volume that must be treated by the project's permanent storm water management system described in Part IH.C. shall be one (1) inch of runoff from the new impervious surfaces created by the project. ' 3. Buffer zone. An undisturbed buffer zone of not less than 100 linear feet from the special water (not including tributaries) shall be maintained at all times. Exceptions from this requirement for areas, such as water crossings or limited water access, are allowed if the Permittee fully documents in the SWPPP the circumstances and reasons that the buffer encroachment is necessary. All potential water quality, scenic and other environmental impacts of these exceptions must be minimized and documented in the SWPPP for the project. 4. Enhanced runoff controls. The permanent storm water management system must be designed such that the pre and post project runoff rate and volume from the 1, and 2-year Z4-hour precipitation events remains the same. 5. Temperature Controls._ The permanent storm water management system must be designed such that the discharge from the project will minimize any increase in the temperature of trout stream receiving waters resulting from the 1, and 2-year 24-hour precipitation events. This includes all tributaries of designated trout streams within the section that the trout stream is located. Projects that discharge to trout streams must minimize the impact using one or more of the following measures, in order of preference: a. Minimize new impervious surfaces. b. Minimize the discharge from connected impervious surfaces by discharging to vegetated areas, or grass swales, and through the use of other non-stmctural controls. c. Infiltration or evapotranspiration of runoff in excess of pre -project conditions (up to the 2- year 24-hour precipitation event). d. If ponding is used, the design must include an appropriate combination of measures such as shading, filtered bottom withdrawal, vegetated Swale discharges or constructed wetland treatment cells that will limit temperature increases. The pond should be designed to draw down in 24 hours or less. e. Other methods that will minimize any increase in the temperature of the trout stream. ' D. REQUIREMENTS FOR DISCHARGING TO WETLANDS ' If the project has any storm water discharges with the potential for significant adverse impacts to a wetland (e.g., conversion of a natural wetland to a storm water pond) , the Permittee(s) must demonstrate that the wetland mitigative sequence has been followed in accordance with DA or D.2 ' of this appendix. 1. If the potential adverse impacts to a wetland on a specific project site have been addressed by ' permits or other approvals from an official statewide program (U.S. Army Corps of Engineers Page 22 of 26 Permit No: MN R 100001 404 program, Minnesota Department of Natural Resources, or the State of Minnesota Wetland Conservation Act) that are issued specifically for the project and project site, the Permittee may use the permit or other determination issued by these agencies to show that the potential adverse impacts have been addressed. For the purposes of this permit, deminimus actions are determinations by the permitting agency that address the project impacts, whereas a non - jurisdictional determination does not address project impacts. 2. If there are impacts from the project that are not addressed in one of the permits or other determinations discussed in Appendix A, Part DA (e.g., permanent inundation or flooding of the wetland, significant degradation of water quality, excavation, filling, draining), the Permittee must minimize all adverse impacts to wetlands by utilizing appropriate measures. Measures used must be based on the nature of the wetland, its vegetative community types and the established hydrology. These measures include in order of preference: a. Avoid all significant adverse impacts to wetlands from the project and post project discharge. b. Minimize any unavoidable impacts from the project and post project discharge. c. Provide compensatory mitigation when the Permittee determines that there is no reasonable and practicable alternative to having a significant adverse impact on a wetland. For compensatory mitigation, wetland restoration or creation shall be of the same type, size and whenever reasonable and practicable in the same watershed as the impacted wetland: E. DISCHARGES REQUIRING ENVIRONMENTAL REVIEW This permit does not replace or satisfy any environmental review requirements, including those under the Minnesota Environmental Policy Act (MEPA) or the National Environmental Policy Act (NEPA). The owner must complete any environmental review required by law, including any required Environmental Assessment Work Sheets or Environmental Impact Statements, Federal environmental review, or other required review. F. DISCHARGES AFFECTING ENDANGERED OR THREATENED SPECIES ' This permit does not replace or satisfy any review requirements for Endangered or Threatened species, from new or expanded discharges that adversely impact or contribute to adverse impacts on a listed endangered or threatened species or adversely modify a designated critical habitat. The ' owner must conduct any required review and coordinate with appropriate agencies for any project with the potential of affecting threatened or endangered species, or their critical habitat. G. DISCHARGES AFFECTING HISTORIC PLACES OR ARCHEOLOGICAL SITES This permit does not replace or satisfy any review requirements for Historic Places or Archeological Sites, from new or expanded discharges which adversely affect properties listed or eligible for listing in the National Register of Historic Places or affecting known or discovered Archeological Sites. The owner must be in compliance with National Historic Preservation Act and conduct all required review and coordination related to historic preservation, including significant anthropological sites and any burial sites, with the Minnesota Historic Preservation Officer. 1 -- Page 23 of 26 Permit No: MN R 100001 ' APPENDIX B. DEFINITIONS 1. "Best Management Practices (BMPs)" means erosion and sediment control and water quality management practices that are the most effective and practicable means of controlling, preventing, and minimizing degradation of surface water, including avoidance of impacts, construction -phasing, ' minimizing the length of time soil areas are exposed, prohibitions, and other management practices published by state or designated area -wide planning agencies. Individual BMPs found in this permit are described in the current version of Protecting Water Quality in Urban Areas, Minnesota Pollution Control Agency ZOW. BMPs must be adapted to the site and can be adopted from other sources. However, they must be similar in purpose and at least as effective and stringent as MPCA's BMPs. (Other sources include manufacturers specifications, Storm Water Management for Construction Activities: Developin¢ Pollution Prevention Plans and Best Management Practices U.S. Environmental Protection Agency 1992, and Erosion Control Design Manual Minnesota Department of Transportation, et al, 1993). 2. "Commissioner" means the Commissioner of the Minnesota Pollution Control Agency or the Commissioner's designee. 3. "Common Plan of Development or Sale" means a contiguous area where multiple separate and distinct land disturbing activities may be taking place at different times, on different schedules, but under one proposed plan. One plan is broadly defined to include design, permit application, advertisement or physical demarcation indicating that land -disturbing activities may occur. 4. "Construction Activity" For this permit, construction activity includes construction activity as defined in 40 C.F.R. part 122.26(b)(14)(x) and small construction activity as defined in 40 C.F.R. part 122.26(b)(15). This includes a disturbance to the land that results in a change in the topography, existing soil cover (both vegetative and non -vegetative), or the existing soil topography that may result in accelerated storm water runoff, leading to soil erosion and movement of sediment into surface waters or drainage systems. Examples of construction activity may include clearing, grading, filling and excavating. Construction activity includes the disturbance of less than one acre of total land area that is a part of a larger common plan of development or sale if the larger common plan will ultimately disturb one (1) acre or more. 5. "Dewatering" means the removal of water for construction activity. It can be a discharge of appropriated surface or groundwater to dry and/or solidify a construction site. It may require Minnesota Department of Natural Resources permits to be appropriated and if contaminated may require other MPCA permits to be discharged. 6. "Energy Dissipation" means methods employed at pipe outlets to prevent erosion. Examples include, but are not limited to: concrete aprons, riprap, splash pads, and gabions that are designed to prevent erosion. ' 7. "Erosion Prevention" means measures employed to prevent erosion including but not limited to: soil stabilization practices, limited grading, mulch, temporary or permanent cover, and construction phasing. 8. "Final Stabilization" means that either: ' vn-,r_J.SI Page 24 of 26 Permit No: MN R100001 a. All soil disturbing activities at the site have been completed and a uniform (e_g., evenly distributed, without large bare areas) perennial vegetative cover with a density of 70% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed; b. For individual lots in residential construction by either: (a) The homebuilder completing final stabilization as specified above, or (b) the homebuilder establishing temporary stabilization including perimeter controls for an individual lot prior to occupation of the home by the homeowner and informing the homeowner of the need for, and benefits of, final stabilization. (Homeowners typically have an incentive to put in the landscaping functionally equivalent to final stabilization as quick as possible to keep mud out of their homes and off sidewalks and driveways.); or c. For construction projects on land used for agricultural purposes (e.g., pipelines across crop or range land) final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to surface waters and drainage systems, and areas which are not being returned to their preconstruction agricultural use must meet the final stabilization criteria in (a) or (b) above. 9. "General Contractor" means the party who signs the construction contract with the owner to construct the project described in the final plans and specifications. Where the construction project involves more than one contractor, the general contractor will be the party responsible for managing the project on behalf of the owner. In some cases, the owner may be the general contractor. In these cases, the owner may contract an individual as the operator who would become the Co- Permittee. 10. "Homeowner Facfsheet" means a fact sheet developed by the MPCA to be given to homeowners at the time of sale by a builder to inform the homeowner of the need for, and benefits of, final stabilization. 11. "Impervious Surface" means a constructed hard surface that either prevents or retards the entry of water into the soil and causes water to run off the surface in greater quantities and at an increased rate of flow than prior to development. Examples include rooftops, sidewalks, patios, driveways, parking lots, storage areas, and concrete, asphalt, or gravel roads. 12. "National Pollutant Discharge Elimination System (NPDES)" means the program for issuing, modifying, revoking, reissuing, terminating, monitoring, and enforcing permits under the Clean Water Act (Sections 301, 318, 402, and 405) and United States Code of Federal Regulations Title 33, Sections 1317, 1328, 1342, and 1345.. 13. "Normal Wetted Perimeter" means the area of a conveyance, such as a ditch, channel, or pipe that is in contact with water during flow events that are expected to occur once every year. 14. "Notice of Termination" means notice to terminate coverage under this permit after construction is complete, the site has undergone final stabilization, and maintenance agreements for all permanent facilities have been established, in accordance with all applicable conditions of this permit. Notice of Termination forms are available from the MPCA. Page 25 of 26 Permit No: MN R 100001 15. "Operator" means the person (usually the general contractor), designated by the owner, who has day to day operational control and/or the ability to modify project plans and specifications related to the SWPPP. The person must be knowledgeable in those areas of the permit for which the operator is responsible, (Part II.B. and Part IV.) and must perform those responsibilities in a workmanlike manner. 16. "Owner" means the person or party possessing the title of the land on which the construction activities will occur; or if the construction activity is for a lease holder, the party or individual identified as the lease holder; or the contracting government agency responsible for the construction activity. 17. "Permanent Cover" means final stabilization. Examples include grass, gravel, asphalt, and concrete. 18. "Permittee' means a person or persons, firm, or governmental agency or other institution that signs the application submitted to the MPCA and is responsible for compliance with the terms and conditions of this permit. ' 19. "Saturated Soil" means the highest seasonal elevation in the soil that is in a reduced chemical state because of soil voids being filled with water. Saturated soil is evidenced by the presence of redoximorphic features or other information. ' 20. "Sediment Control" means methods employed to prevent sediment from leaving the site. Sediment control practices include silt fences, sediment traps, earth dikes, drainage swales, check dams, subsurface drains, pipe slope drains, storm drain inlet protection, and temporary or permanent ' sedimentation basins. 21. "Small Construction Activity" means small construction activity as defined in 40 C.F.R. part ' 122.26(b)(15) . Small construction activities include clearing, grading and excavating that result in land disturbance of equal to or greater than one acre and less than five acres. Small construction activity includes the disturbance of less than one (1) acre of total land area that is part of a larger ' common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one and less than five (5) acres. 22. "Stabilized" means the exposed ground surface has been covered by appropriate materials such as mulch, staked sod, riprap, wood fiber blanket, or other material that prevents erosion from occurring. Grass seeding is not stabilization. ' 23. "Standard Plates" means general drawings having or showing similar characteristics or qualities that are representative of a construction practice or activity. ' 24. "Storm water" is defined under Minn. R. 7077.0105, subp. 41(b), and includes precipitation runoff, storm water runoff, snow melt runoff, and any other surface runoff and drainage. ' 25. "Storm Water Pollution Prevention Plan" means a plan for storm water discharge that includes erosion prevention measures and sediment controls that, when implemented, will decrease soil ' erosion on a parcel of land and decrease off -site nonpoint pollution. Page 26 of 26 Permit No: MN R 100001 26. "Surface Water or Waters" means all streams, lakes, ponds, marshes, wetlands, reservoirs, springs, rivers, drainage systems, waterways, watercourses, and irrigation systems whether natural or artificial, public or private. 27. "Temporary Erosion Protection" means methods employed to prevent erosion. Examples of temporary cover include; straw, wood fiber blanket, wood chips, and erosion netting. 28. "Underground Waters" means water contained below the surface of the earth in the saturated zone including, without limitation, all waters whether under confined, unconfined, or perched conditions, in near surface unconsolidated sediment or regolith, or in rock formations deeper underground. The term ground water shall be synonymous with underground water. 29. "Waters of the State" (as defined in Minn. Stat. § 115.01, subd. 22) means all streams, lakes, ponds, marshes, watercourses, waterways, wells, springs, reservoirs, aquifers, irrigation systems, drainage systems and all other bodies or accumulations of water, surface or underground, natural or ' artificial, public or private, which are contained within, flow through, or border upon the state or any portion thereof. ' 30. "Water Quality Volume" means ufi inch of runoff from the new impervious surfaces creased by this project and is the volume of water to be treated in the permanent storm water management system, as required by this permit except as provided in Appendix A.C.2. 31. "Wetland" or "Wedands" is defined in Minn. R. 7050.0130, subp. F and includes those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Constructed wetlands designed for wastewater treatment are not waters of the state. Wetlands must have the following attributes: a. A predominance of hydric soils; b. Inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support a prevalence of hydrophytic vegetation typically adapted for life in a saturated soil condition; and c. Under normal circumstances support a prevalence of such vegetation. Iw. 11.2.51 This form is for subdivisions of a permitted site with an existing SWPPP. Each new owner must complete this form. An Applicotitm for Generaf Storm -tinter Permit for Construction Activity must be used to obtain a new pem,n- Use an Application for Permit 2' p fo/Modifrcanu,, to Transfer the permit for an entire site from one party tome other pany- %ft Cn,ne,so.ta Control gency General Storm -water Permit for Minnesota Pollution Control Agency REM Division, Construction Storm -water Permit Program 520 Lafayette Road North, St. Paul, MN 55155A194 R100001) Refer to the NPDESISDS General Storm -water Permit for Construction Activity (MN R100001) and the original owner's coverage notification letter as you complete this form. Call the MPCA Customer Assistance Center at 651-297-2274 or 900-W-6247 (in Minn.) for assistance, LDo you have a copy of the site's original Storm -water Pollution Prevention Plan (SWPPP)? ❑Yes ❑No ch SWPPP will you be using to meet the permit requirements for this site? a. The site's original SWPPP El b. A SWPPP I have developed according to the requirements under the permit El You have a copy of Minnesota's NPDESlSDS General Storm -water Permit for Construction Activity? Yes E]No cwyw prmr m WpmaYtg sun iprlll. JtnpnrvnpJns may mmu use me JwrrY Developed by the OrlghWl owner or develop Subdivisions 00 impkawal their own SWPPP. registrants must also have a ropy of the perms Complete the shove reguimmenn before submitting this regist atim. Continue if You responded ves to 0uestims 1. 2- a m 2_ b AND mwkn x .h,.o. Storm -water Permit Identification Number ie Notice of Storm -»rater Permit Coverage or coverage notification letter Project Name (As listed on the existing permit) New Project Name (if lbdivision Location MN R100001-0000 ❑ ❑ ❑ ❑ ❑ milf�ibe where OMIStrutxim activity oceu s and what ponioo of the project will be under your ownevilo or control. Intersection of 451h Street and Irving Avenue. Lots 1-17. Include list ofaddressa ifasnilabfe MN Township ID ifnecevary Stale sect Map Is the required 8 Ih x I I" United States Geological Survey (USGS) 7.5 minute quad or ❑Yes equivalent map indicating the location of property covered under this permit and under your ownership attached? �9 1 0(2 September 2003 or Fum Name Federal Tax ID State Tax ID Last Name First Name Tine Email Telephom- (include area code) Coy Stare zip Code \Itemate Contact Last Name First Name Email Telephone (include area cod,) `ertify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance vlth a system designed to assure that qualified persomtel properly gather and evaluate the information submitted. Based on my inquiry ,f the person or persons who manage this system, or the persons directly responsible for gathering the information, the information is, lhe best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false ormation, including the possibility of fine and imprisonment for knowing violations. Cm certify under penalty of law that I have read, understood and accepted all terms and conditions of the NPDES/SDS General -water Permit Construction Activity (MN R100001) that authorizes storm -water discharges associated with the construction site ntified on this forth. itortzed Signature Date e Subdivision Registration form must be signed by: Corporalbo aprincipal executive officerofat least the level ofvieeyrnriderrl or the duly a uthorizedrepresmtative or agent ofzhe executive officer ifthe represenative cragent is respo ,bfefor Me overalloperation ofibefaci6ly that is thesubjectofthepermitapplicadon. Partnership or Sore Proprielorahip: a general parmU or Mr proprietcr. • Municipaltyy, SW14 Federal or Other Public Agency. -principal executive officer or ranking erected official. ' New Contractor miress or Fam Name Federal Tax ID State Tax ID Aadrela hlmatl '1 elephone (include area Clty Male Zap Code mate Contact Iasi Name First Name E-mail Teleplwne (include area code) tfy under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry he person or persons who manage this system, or the persons directly responsible for gathering the information, the information is, best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false ffnation, including the possibility of fine and imprisonment for knowing violations. certify under penalty of law that I have read understood, and accepted all terms and conditions of the NPDES/SDS General water Permit for Construction Activity (iAN R100001) that authorizes storm -water discharges associated with the construction ntifred on this form. Nzed Signature Date :ubdivision Registration form must be signed by Corporation. aprincipal executive officer ofat least the level of vice-presidentor the dulyauthorized representative or agent of the executive officer if the representative or -agent is responsible for the overall operation of the facility that is Me subject of the permit application. Partnership or Sole Proprietorship: a general partner or the proprietor. bfunicoaltry, State, Federal or Other Public Agracy. principal executive officer or ranking elected officiaL �2-59 2 of 2 Seplemb,, 2003 ldb innesota 11ution Control gency National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) General Storm -water Permit for Construction Activity (MN R100001) Minnesota Pollution Control Agency REM Division, Construction Storm -water Permit Program 520 Lafayette Road North, St. Paul, MN 55155-4194 Refer to the NPDES/SDS General Storm -water Permit for Construction Activity (MN R100001) and the original owner's coverage notification letter as you complete this form. Call the MPCA Customer Assistance Center at 651-297-2274 or 800-646-6247 (in Minn) for assistance. 1 seeN� Iserr --xe�wterPIdentification wtCndw eawN,� orayreationkr MN R100001-0000 ❑ ❑ ❑ ❑ ❑ Project Name (As listed on the existing permit) ' County Parcel ID i Arad, list if necessary F19re entire site has been closed for termination by one or more of the following methods. Check all that apply Final stabilization has been achieved on all portions of the site for which I am responsible.[Part II.C.2.a and El Part IV.G1 b. Another owner has assumed control over all areas of the site that have not been finally stabilized. [Part B.C.2.6 ❑ and Part I1 B. 51 A list including new owner name, business, complete address and telephone is attached. Residential Construction Only - I have provided temporary erosion protection and down gradient perimeter ❑ control, transferred ownership, and distributed the MPCA Sediment and Erosion Control forNew Homeowners ifact sheet to the homeowners. [Part II.C.2.c1 e project used an alternative method for permanent storm -water treatment ❑Yes ❑No �ad check one below.Ijno skip to next page. . After submitting all required monitoring data to the MPCA, I was notified in writing that the required treatment ❑ has been achieved and my storm -water permit can be terminated. or b. I have not been notified in writing, but 30 days have passed since submitting all required monitoring data to the ❑ ' MPCA. 1-60 1 of 2 S.p(.,b r 2003 or Firm Name area r•uu�c�., r-rty State dmtand that, as a permittee, 1 am legally accountable under the Clean Water AG terms to ensure compliance with the terand conditions of the DES/SDS General SterolwaterPermit for Construction Activity (MN R100001). derstand that by submitting this Notice of Termination I am no longer authorized to discharge stone water associated with the construction vity identified on this form under the terms and condition of the NPDES/SDS General Stone -water Permit for Construction Activity R100001),. and that discharging storm water associated with a construction activity to waters of the state is unlawful under the Clean Water Act dens the discharge is authorized by an NPDES/SDS permit. I understand the submittal of this Notice of Termination does not release my company Mpency from liability for any violations of the NPDFS/SDS General Storm -water Permit for Cortstructim Activity (MN R1000O1) or the Clean ■er Act. ertify under Penalty of law that the answers to the questions above, are true and correct, and this information is based on my own assessment, or on inquiry of the person or persons responsible for gathering the information. uauraea argnawre Date ubdivirion Regu"Iion form mu l be signed by: Carporatio� a principal ".Jive officer of at least Cie level of vice-president or the duly authorisedrepresentative or agent ofthc executive officer iif he representative or agent is responsible for the overall operation of the faciflfy Mat it the subject oflhe permitapplicaGor • Poroaership or Sole Pruprietorslup: agmeratpar er orthepropricur. Afuni 4wlity, Stale, Federal or Other Public Agemy: principal executive officer or ranking elected official Fast Andres, E-mail Telephone (include area city State zip IVstand that, as a permittee, I am legally accaadable under the Clean Water Act to ensure compliance with the terms and conditions of the SDS General Storm -water Permit for Construction Activity (MNR 100001). lerstand that by submitting this Notice of Termination I am no longer authorized to discharge storm water associated with the construction identified on this form under the terms and condition of the NPDMSDS General Stone -water Permit for Construction Activity 100001), and that discharging storm water associated with a construction activity to waters of the state is unlawful under the Clean Water Act s the discharge is authorized by an NPDES/SDS permit. I understand the submittal of this Notice of Termination does not release my company ency from liability for any violations of the NPDESISDS General Storm -water Permit for Construction Activity (MN RI00001) or the Clean ct ify under penalty of law that the answers to the questions above, are true and correct, and this information is based on my own assessment, or on Iiry of the person a persons responsible for gathering the information. 'iced Signature Date tvision Regutration form must be signedby: Corporation. a principal executive officer ofat least the level of vice-president or the duly authorised representative or agent of the executive officer if the representative or agent is responsible for the overall operation of the facility that is the subjeclof the permit application. Par[nership or Sole Proprietorship: a general pormer or the proprietor. ' Municipality, Slotg Federal or Other Public Agency: principal executive officer or ranking elected official. Itn 2 of 2 September 2003 I 10 Minnesota 1 Pollution Control Agency 1 Regional Environmental 1 Management Division Sediment and Erosion Control for New Homeowners Water Quality/Storm Water # 2.07, July 2003 Beeauseyou are the owner of newly brritthome, the Minnesota pollution Control Agency would like ab to "you out your special responsibility to help protect the en ironmenL Ifyoor new horpe is like most, the builder did As a homeowner, you some grading of your lot, removing some or all inspecting and mainta Of the existing vegetation or ground cover. You stabilization measures may have new sod, or you migbt just have a bare . ground cover Is establi soil Yard - When rain falls on exposed soil, it can wash soil away from the land. This runoff can erode bare ground, wash away valuable topsoil and make landscaping more difficult It also Carries soil, nutrients and other pollutants into streets, gutters and ditches, where it then travels untreated to lakes, rivers, streams or wetlands. Polluted runoff can cause excessive growth of weeds and algae in water bodies and reduce recreational Opportunities such as swimming and fishing. Sediment -laden nmoff can also dog ponds and wetlands and reduce floodwater retention. Your homebuilder was required to take steps to keep soil and sediment from leaving your lot Permanent stabilization such as sod may have been installed on part or all of your property. If not, you can help protect the environment by . emsuring that soil and sediment are not washed Off your property and that grass or other ground cover become well established. Temporary stabilization When construction on your home is complete, verify that your builder installed temporary stabilization measures to minimize erosion and Prevent sediment -laden nmoff from discharging into streets, gutters, ditches, streams, lakes and wetlands. Silt fence or other sediment control should be in place on the down slope perimeter, and near curb and gutters, ditches, streams, lakes and wetlands. Mulch or similar material must cover exposed soil. In addition, any piles of soil on your lot must be at least 200 fed from suffice water and curb and gutters. Soil piles must also be stabilized. commonly used tempor include. - . are responsible for Iain6 temporary - Tvegetation inci that sprout quicldy such as winter wheat. These grow i and can protect the soil frog and act as a filter.?hey wit permanent cover. You may water or reseed to ensure th maintained until Permanent ■ your yard. iilizatiou methods annual grasses W rye, oats and iy with little cue u, slow mmolL provide to fertilize,. ;etafive cover is r is installed. Mulching (straw, wood chips; wood fiber blanket, and so Oct) provideilemporary cover to protect the soil from rain. Mijlehing may be the only option during the winter when seeding or sodding is not possible. Mulch must May in place to be effective. Netting, stakes or chemical binders are used to anchor some types of mulch Be sure to reinstall washed -art mulch and anchor if necessary until permanent cover is established. Silt foam are curtains ofpenneable fabric erected on stakes to restrict nm off. The silt fence slows runoff and allows it to puddle or pond, so soil and sediment can settle out before water leaves a site. Other sediment control devices include berms, biologs, and more. Proper installation and maintenance of sediment control devices is essential for their performance. Reinstall or replace ripped, collapsed, undermined or decomposed fencing. Remove sediment if deposits reach 173 of the silt fence height. Remove silt fences and other sediment control devices only after permanent stabilization is established. =2-07 Minnesota Pollution Control Agency, 520 Lafayette Road North, St. Paul, Minnesota 55155A194 1 (651) 296-6300, loll -free (800) 657-3864, TTY (651) 282-5332 or (8W) 657-3864 m This material can be made available in alternative formats for people with disabilities, Regional Environmental Management Downspout extenders may be used to protect temporarily stabilized areas from roof nmoff Extenders can - duect water from your roof guuers to paved grassed areas. Direct discharge to storm sewers (as in the to) may not be allowed or available in your area; check with ocal authorities. Check extenders regularly io insure proper amance. Remove extenders following permanent ilizatiom _ ... Permanent stabilization tapermanent vegetation or ground cover as soon as ible. Mudeb, silt fences, downspout extenders, or other rmporary stabilization measures can be removfollowing tion. ed 17.onu5ta,`r`lh`, following as you make your landscaping cislons: _ ' Keep and protect existing native trees, bushes and plants on your property- . Schedule landscaping projects for dry weather. Terrace slopes to slow the flow of runoff. . pant fast-growing annual and perennial grasses. Water new seed or sod lightly, every day or two, for two ceks to keep soil moist se well adapted native plants that reduce nmoff and uue little maintenance. Plant plenty of trees and shrubs to reduce runoff. lant lawn altematives like rain gardens, prairie plants, or � o mow lawn mixes. Route downspouts and other drainage to heavily vegetated Ese crushed rocks, pavers or other alternatives that allow inwater to seep into the ground for walkways, RV pads, decks, patios and drives, Lymege an unmowed buffer strip of thick vegetation along banks and lakeshores. Use caution when landscaping near your home, especially Jxt to the foundation. Changes in the final grade can lead water pooling and basement water damage. se a landscaping firm experienced in storm -water design. Mock with your local government to make sure your - dscape design meets any local regulations. Water Quality /Storm Water # 2.07, July 2003 Controlling storm -water water pollution Finally, you can also help area lakes and streams for as long as You own your home. Storm water runoff does not go to a wastewater treatment plant It flows directly into our lakes and streams. There are many ways you can reduce polluted runoff: • Keep trash, leaves and grass clippings off streets and out of storm drains, streams and lakes. • Keep cars tuned up and repatr leaks. • Properly dispose of hazardous wastes. • Dodt Pour oil, Pam, paint or other materials down the - storm drain. • Minimize the use ofpertieides, fertjl(yers: mind do -icing . materials. `;.`- - • Test your soil and use zerophosphate fatiliaei i , -ib Pick up and bury or Hash pet wastes. - - • - Wash your car on the lawn or use a commercial car wash. For more information on stabilisation raeaswt; contact your. - local buiMing inspector orsoil and Water'Cowetva6oiiDistrict office. You can also visit MPCA Storm -water Web site at www.pcasfate-n.ushwgcrlstomnwaterimdci.btml or call the MPCA Customer Assistance Center at 651 297-2274 or $00-646-6247 (in Mien). Ma nk youfor helping to protect Arinneaota's watersj pollutants flow untreated drreetly to our riven, lakes and stn smr. ' �,Q lal� ll� lg lg � 11� 1� 1� 1, 11 11 1 I� y %• 1 1 1 '���'� � ���;�,q IN 51 � 1 11 MI Ilatl'�'-•H )y_ y' �-�.�-� \\ , 9 11 11 1 1 11 11 1 1Il 1 1 i ,ono .i•i' "r \•\QutlotA� . 15 3 �) 4 � •� 0r I 1 1 I p�tCN \ \ ------------------- A t-t rm— nr ..i r.r MlMMrr... . rr w.rrN r Yw.lYr IN. 'wNNrN `r w..ar rN.r Wnr •rrw� � �v wl r.NYrs \ �wwrY�.rr Nn 1'�4 ..oYW.. NYN.Y IqI YrrN I�—wmr�wN/sNIIwYn�ONa.s se. y uWrr.�p.lrlWr..O M1Or wsrrW W .O.r r Mw NM.IA� w .NINO.Y Nw W{ \W . w.wr... • rre w • swr sel r. rNW9 W.O��I. WO.0 •Ya�i M M W N �. rN NUN i/1 n.On i l�i iTiii ��.rir.M rrr♦ rr rr r� r .srrnlN w�rrar Nlrrw r• rurFr.. Y wr4Y N-W r . w.�.i wi�w"r.w rararar r .w� .r�.�waw �.°•me"v �rW N�.sY�rw w� �ssw�. wa ��• N.1iN1..r VOrNr1. N.N WR+ iw� i i r�� www r�irrr r w.wr r.� T�..wN Ywr LOTUS WOODS STORM WATER POLUTION Nw PREVENTION PLAN 2-05-0190 006 AMICN CHANHASSEN. MN 1C "T un 7 nP 16Nn 7 G11PPtt TTO SSOMATES Engineers and Land Surveyors, Inc. To: City of Chanhassen Attn: Joe Shamla 7700 Market Boulevard P.O. Box 147 Chanhassan, MN 55317 Transmittal Date: 10/11/2007 Project: LOTUS WOODS Location: Chanhassen, MN Otto Project No: 2-05-0190 We are sending to you: ❑Attached ❑ Separately ❑ By Messenger ❑ By Fax ® By Mail ❑ Picked up by Client ❑ Shop Drawings ❑ Specifications ❑ Contracts ❑ Reports ❑ Prints ❑ Correspondence ❑ Other Number Documents Copies Number Date Description: 1 Copy Storm Water Pollution Prevention Plan (SWPPP) ❑ No exceptions taken ❑ For your use ❑ For your information ❑ Rejected ❑ For your approval ® For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ Note Markings ❑ For your processing Remarks: CC: BY Paul E. Otto paul(a)ottoassociates. com Web Site: www.ottoassociates.com 7 wnai DIVISIUN JtKLV I - bUtrALU, MN 55313 - (763) 6824727 - FAX (763) 682-3522 3225 N 40 327 �, SON / 1 UC / N 111 1 1 Cal�� �0 1 �i 1' 1 17 j 1 r. I R N�� , ;-1 11 1 1 1 1 1 1 1 1.A Ic��; S 40Hit- 41 FOX 3 X 949.24 delineated 7NH marlr �...� ...Y \ �, �...-8050 weticnd ..`�... Outlot A~ \ / 11 \ \ \ dErAvl7 1 /)'r inn \ \7 \J V 1 2 �., R I c h r- A /11 , Ct=r, ., n N FE-.. Inn v-- 922.9090 R/PRAP \ r„V„ r^rA rr^ POND \ edge of pond-," F----TPF 7 1 INSTALL SILT FENCE AROUND -; AFTER POND EXCAVA770M L >✓ ! POND 1 1 1 r I _wcrell INLET- - Ex. CSg3p. �. Inmv--927. Ex. C8 Rim-93 1' j I N.Inr--9 6.$3 W.lnv=924.03 \ I \ � I \ / I I \ I 15 "CMP N.Inv=917.95 SInv=91744 -ex. surmountobl & gutter I ROCK CONSTRUCTION EN7RArCE I ^ 1 Lam, tj vvl\' \ �LL .� L_ r1C. I I � I � � I I G r� E.lnv-917.03'�, iT Rim=92314 / fT'Ai V n^ I✓fir✓1T1�nV rn v W..In v= 916.41 E.ln v=915.92 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT P.E.O M.L.H. AS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED C.S.O. Paul E. Otto K h � Ex. CB / Rim =922.11 0 WNERS: ROBERT AMICK 581 FOXHILL DRIVE CHANHASSEN, MN 55317 JON LANG 640 CARVER BEACH ROAD CHANHASSEN, MN 55317 CONSTANCE CERVILLA 650 CARVER BEACH ROAD CHANHASSEN, MN 55317 IJ AUL EIDSNESS 0 CARVER BEACH ROAD HANHASSEN, MN 55317 delineated wetiand o 04 O o Rim=922.31 \\ \ m o Z z=° IN AGENT.• KARON REAL ESTATE GROUP RON KARON 10159 WA YZA TA BLVD. CHANHASSAN, MN 55305 (763) 438-0355 CONTRACTOR: NAME: PROJECT MANAGER: ADDRESS: PHONE NUMBER: _ SEQUENCE FOR CONSTRUCTION 1. INSTALL ALL PERIMETER SEDIMENT CONTROL DEVICES AND CONSTRUCTION ENTRANCES. 2. REMOVE EXISTING RETAINING WALL AND CONSTRUCT STORMWATER POND, ROUGH GRADE SITE AND STABILIZE DISTURBED AREAS ACCORDING TO THE NhOES PERMIT TIMELINE. 4. INSTALL UTILITIES. 5. COMPLETE ROAD CONSTRUCTION. 6. RESTORE SITE WITH PERMANENT RESTORATION. 7. ONCE ALL DISTURBED AREAS HAVE 70% VEGETATIVE DENSITY, REMOVE SEDIMENT CONTROL DEVICES. EROSION CONTROL NOTES \\ 1. REMO'vE EXISTING RETAINING WALL BEFORE POND GRADING. \ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALLREQUIREMENTS OF THE \ \\ MPCA NPDES PHASE It PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL \ EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES \ TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS \ OF THIS PERMIT AND AGREES TO ABIDE BY THEM. \ 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY UNLESS OTHERWISE NOTED. 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN 10:1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING CONSTRUCTION MAY BE NECESSARY. d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS, 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE & CLEARLY LABELED AS SUCH. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. 15. DAILY STREET SCRAPING AND STREET SWEEPING AS NEEDED. 16. ALL FABRIC AND RIPRAP AT THE FLARED END SECTIONS SHALL BE INSTALLED WITHIN 24 HOURS OF FLARED END SECTION INSTALLATION. www.ottoassocla Weh5lte: tes, com LOTUS WOODS STORM WATER POLUTION PROJECT NO:9 West St. - ivision Buftio,ONN55313 BOB AMICK PREVENTION PLAN 2-05-0190 Ph: (763)6824727 Sir, Inc. Far. (763j682-35T2 CHANHASSEN, MN SHEET NO. 7 OF 16 SHEETS DATE. 8/20/07 and Land Surveyors VICINITY MAP OWNERS.• N 1/[ 4C 2 Ln6Nil RLBERT AMKK ri gs WY FOJOOLL DRl1£ `\ PR01ECi CHANHASSEH. MN 55317 AGETIT. o \ LOCAtgN .,f7'/ LAIIG KARON REAL ESTA IE GROUP 0159 WAYL W CARPER BEACH ROAD 1KA Y2 A Of1 TA BLVD. C tg \\\ LOTUS cHANHasmL tw 553/7 a~ASSAn; MN 55,TO5 , ; 1 to i N S N al ss Now 11 LAKE MVSTAMCF CERNUA 176J) ue osss ` 1 / 1 cn 1 Us 1 c•, 1 _• 1� 1 a EKMH-Son \\ EXIS7WG ZOMNC - R9� 6CHANHASSEN. MN 55J50 CARVER BEACH R117D t \ PAUL EIDSNESS t� o 1 ci t t� � 901.80 gO Rim=9t4.4t \ \ Inw901.69 630 CARVER BEACH ROAD 1 ©, 1 \ CHANNASSEM MN 55317 1 6 50 0 50 100 LA to mm r,N�t �: � \ � `\ ` `' Se \\\010 Seals InFset 1 w 1 1 1 E` 1 1 lnw9�850 y e Wig' TOTAL AREA = 7.6f ACRES 1.'51 1 t, 1'�"" -'' C — DRAINAGE— \ \ \ . \ A E EHT \ \ \ ` 5ROBERT m Fmo AMICK VE \ S o1+ C. a.: rIA , MN 563n -San 157 \m 40 40956 IF \ (� — 6i " ' Y1 /'' / /\ 5. ' wtldNL�bd N En MH—Son—. 1 j�— Rim=938.62 y 2B9 — — — — — ---� 1 16J20 IF. J 1 \ �_ lnr=92a57 � I 1 0 Ex House \ \\ \ \ \ 3$ M915 IF. fi\r vinlNnark $060 \ \ \ (lW7t0YFa r Tatd An.o-J7sJD g --DRAWT AAL� r ` \. WG d/ to >r-9+z96 0 — \ Ano /rs fu5 a Nrr2zs7s sF \ s. U77 rr 1 \ \ ° \ \ \ : r N aY.0. 1929) q + \ i\ �EAgMEN/� N \ \ i� \ \ \ z o 0 utlot -- ti r 900..47 3vt \ \\ MM SF. \ ` y + \rn� s979t sF \ \ \ \ \\ s e it� \ N\ \ \ J 15105 r J /\ LVyC ORawAre��\ \ \ \\ \ s40 cARtsrt BEACH & 0ry \ \ \ \ p �— \\ 18275 SF . I bfG d • 1 —L__ _ -- . . _ .. — _ . . _ .. \\` \\ \\ \\ IR > •OS \ 1 I _______2M_____ _ n�B9817 1 \ 1--/J2t \ 16002 IF V y I� 11 II II a I J \ \ 9m"9" s3o cARt�R BEACH ptANNASSEN, MN 17 \ \\ C"R��h�L 1B372sF DI \ \ —' T % 1l1772 SF. .2�V t_ �_ _. \ _ \ \ Rkn=S 9 an —._ . qyI \ \ ��� _ _ LIS4AIA A. T. R _ ''�Vy,�'V1�. \ _ LISA A. KOEPPEN EASEMENT I — — \ l..t ` Exw-San .�,r;liv�R m�89 ya `Rbn—San \_`�� _ _ xMN—San —% Inv=92397 I surmr table Rbn=9J892 EXAM` — \ \ I R gutty I I Inv=92288 I Ren=9J—.96 \ lnt 92237 — \ r&.MH—San I A / R/m-923.60 \ I / /♦ 'I/\ /\ / C` /l ✓` /1 I I ` ` /� /J ! w91J52 v VViviw k�� ,Lii L.w J L_tw Pt C. 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I ......... ......... i......... .........I.........1.....�r l Rear .... ......:::I::::::INV a936 70... tl 4 r a H c,ti r I L F1 C.1 ► -, 63p I 6 Q III ;v�7 I I I I I I I I I .V& r o 1 A 'e�rerj 0U a 0 N l I•nI r= � i gee = 1 ex. alt- NO■ 91 . aw.,.ram 4 LEI reel 4 y U� VICINITY MAP OWNERS: ROBERT AMICK 581 FOXHILL DRIVE CHANHASSEN, MN 55317 t \ LOTUS 640 CARVER BEACH ROAD CHANHASSEN, MN 55317 10159 WAYZATA BLVD. 1 1 \ CHANHASSAN, MN 55305 4d BIG NORM DR LAKE CONSTANCE CERVILLA (763) 438-0355 , 650 CARVER BEACH ROAD CHANHASSEN, MN 55317 1 1 �� 1 i'a 1 �1 ! SEPI p 1 r : ' cr BAI \\ PAUL E/DSNESS u: 1 c : 1 is 1 w 1 c� ro oa t o :c 1 &\ 1 11 \ 630 CARVER BEACH ROAD w 1 �� rc c� tot CHANHASSEN, MN 55317 \ 4: , ra c� ?, p 1 NLU TER t 3�e)6 i a 1 4: 1 N) 1ci 1;a ��KI L'EE HpLENTI E'HLE 1 1 RA�OY yyyy 1 1 EAN�r` rent STREET 1 CJ% C� / 1 1 corc co Lt > to 1 c �^ � I 1 �o 1 _ to -> 1 1 � to ' 4 1 Mtn ' co c: i,NE — 1 to �RK I -) 1 T �) 11 1' \IEN C SH ' �1; 1 < 1 1 r`f p\� a o1bit. ✓ - , — . \�� sHARON L A ��r 1 t , 1 1 Te ' + nose a m4 40 157, \ \ 40956 SF. \ 10 3, 6v L \ N Gorage� 5.2f m 64 3 ll 1 5�.,�. 6 Benchmark 7NH \ c\ E/ev-942.96 (N.G.✓.D. 1929) X \ cQ W� ~ C r� 44 \ 1 11 \ \ n \ \ [' A w 0 I S. \ Cflnvh r% /1 T \ ��v v 1 \ \ � cyANyA�E' \ \ N ex. gravii l4 /+A 7 it7 vn%l vt_ll d^rA nl I E.n�T7 \ \ NL4:1_U W. JWtNS-UN i' RnurA I \ vh l/rrlV \ r^rA rr^ LE I rl \ _ NOTE'. • WETLANDS DELINEATED BY POND edge of pond—" K✓OLHAUG ENVIRONMENTAL SERVICES COMPANY LOT 1 Blk. 2 Total Area = 40539 SF LOT 2 Blk. 2 Total Area = 39915 SF Hardcover Calculations:: Hardcover Calculations:: Structure Area Percent Hardcover Existing House 958.58 SF 2.36X Existing Garage 540.59 SF 1.33X Existing Retain Wall 50.84 SF .13X Existing Shed 103.24 SF .25X Existing Driveway 665.91 SF 1.64X TOTAL HARDCOVER AREA = 2319.16 SF TOTAL HARDCOVER = 5.71X Percent Structure Area Hardcover Existing House 2846,10 SF 7.13X Existing Retain Wall 90 SF 23X Existing Driveway 4674.23 SF 11.71X TOTAL HARDCOVER AREA — 761a33SF TOTAL HARDCOVER - 19.07X dE SHAR/E L. CHARLSON I & BETSY A. SWEOLUND LOT 3 Blk. 2 Total Area = 59792 SF Hardcover Calculations:: Structure Area Percent Hardcover Existing House 3220.48 SF 5.39X Existing Retain Wall 188.83 SF .32X Existing Shed 292.57 SF .49 Existing Driveway 305353 SF 5.11X TOTAL HARDCOVER AREA = 6755.41 SF TOTAL HARDCOVER = 11.30 X WETLAND, BUFFER, AND EASEMENTS DESIGNED DRAWN P.E.O D.N.A. CHECKED P. E.O. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIC WAS PREPARED BY ME OR UNDER MY DIRECT SI AND THAT I AM A DULY LICENSED PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISED LAYOUT REVISED PER CITY REVIEW REVISED LOTS 1-5 & ADDED 60'X60' PADS DESCRIPTION Paul E. Otte RICHARD M. GORRA do USA K. SHEA DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I r> I I BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT. " "" W11. Web Site: ,VISION GINEER www.ottoassociates.com TTo 9 West D)vtaion St. BuNa1o, MN 6631313 Ph: (763)6824727 (;PSSOCIATES Fax:(763)6824522 Engineers and Land Surveyors, inc. EXIS77NG ZONING - RSF TOTAL AREA = 7.6f ACRES MA77HEW T. do LISA A. KOEPPEN delineated wetland \\ 4 C � m w� 0 Cg denotes light pole p denotes power pole F-•-• denotes guy wire denotes gat* valve denotes hydrant denotes water serwce DEN07ES BUILDING SETBACK LINE 30' - FRONT 10' - SIDE 30' - REAR 75' - LAKE PROPERTY DESCRIPTION: fiat part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point In the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of sold lake to the South line f sold Section 1• thence North 89 degrees 31 minutes 29 o g seconds West along the South line of sold Section 1, a distance of 950 feet more or less to a point In the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the Intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record In the Office of the Registrar of Titles in and for Carver County, Minnesota. LOTUS WOODS BOB AMICK CHANHASSEN, MN mat port of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive, as designated and dellneated on the Map of Carver Beach, at Long Lake, according to the plot thereof, on Me and of record In the office of the Registrar of Tlties in and for said County and State of Aflrnesoto, and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 23 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when sold course Is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of Line A described as follows: Commencing at a point In the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on rile and of record In the office of the Registrar of Titles in and for sold County and State of Minnesota, and running from thence South 89 degrees 3/ minutes 29 seconds East along the North line of sold Section 12, a distance of 530.06 feet to the point of beginning of so'd Line A to be described, • thence South 03 degrees 01 minutes 32 seconds to a point 100.00 feet at right angles from the South Line of said Section 1, and sold Line A there terminating. AND Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record plat thereof. I•G`l#, AMICK PROPERTY.- That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point In the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fern Road; thence Southeasterly along the center line of sold Lakeview Drive 25 feet; thence Norta 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes Cost from the point of beginning; theme South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above men3oned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record in the office of the Registrar of Titles In and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22nd, 1941. Begk:ning at a point In the center line of Lakeview Drive, distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of sold Lakeview Drive and Fern Road as shown on the map entitled. Map of Carver Beach", according to toe plat thereof, on file and of record In the office of the Registrar of Titled for sold County of Carver and state of Minnesota; and running from thence along the Southerly line of Fern Road on s bearina of North 75 degrees 07 minutes 00 seconds East, a distance of 880 Pius or minus foot to the high water mark of Long Lake; thence in a Southerly direction along the high water mar;, of sold Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when sold course Is projected, • thence on a course of South 75 degrees 07 minutes 00 seccnds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet In a Northwesterly direction from the Intersection of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2.03 acres plus or minus. AND CER'WLLA PROPERTY.• Beginning at a point In the center line of Lakeview Drive, distant 121.029 feet In a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a bear.'ng of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the .high water mark of Long Lake; thence In a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when said course Is proje?cted, thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the dlvis.!on line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point In the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the Intersection of the center line of Lakeview Drive and Fern Rood; thence along the center fine of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the pain` or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Exceoting therefrom: That part of Government Lot 8 In Section 1, Township 116, Range 23, described as follows. Beginning at a point In the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of Intersection of the center line of said Lakeview Drive with the ^enter line of Fern Road; thence Southeasterly along the center line of sold Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of sold lake 25 feet more or less, to its Intersection with a line bearing North 75 degrees 07 minutes East from the point of begiming; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record In the office of the Registrar of 77ties In and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 In Section /, Township 116, Range 23, described as follows., Beginning at a point In the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of Intersection of the center fine of said Lakeview Drive with the center line of Fem Road, • thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of sold Lake to the South line of sold Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet, more or less, to a point In the center line of sold Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of sold Lakeview Drive and Fern Rood, • thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file and of record In the Office of the Registrar of Titles In and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. PROJECT NO: PRELIMINARY PLAT 1 2-05-0190 SHEET NO. 1 OF 12 SHEETS IDATE. 10/2/06 DEVELOPER: Bel TNI Ele (N• 1/IOINIITV AAAP LOT 1 Total Area = 3580J SF Hardcover Calculations:: Structure Area Percent Hardcover Existing House 958.58 5F 2.68X Existing Garage 540.59 SF 1.51X Existing Retain Woll 50.84 SF .14X Existing Shed 103.24 5F .29X Existing Driveway 665.91 Sr 1.869 TOTAL HARDCOVER AREA - 2319.16 Sr TOTAL HARDCOVER = 6.48X NOELLE W. SWENSON I LOT 2 Total Area = J8192 SF Hnrdr_over Calculations:: Percent Structure Area Hardcover Existing House 2846.10 SF 7.45X Existing Retain Woll 90 SF .24X Existing Driveway 4674.23 SF 12.24% TOTAL HARDCOVER AREA - 7610.JJSF TOTAL HARDCOVER = 19.9JX `'•••""`� I.— -'• 1 RUOCnI L.. nulORCuize do SHARE L. CHARLSON I BETSY A. SWEDLUND LOT J Total Area = 59792 SF Hardcover Calculations:: Structure Area Percent Hardcover Existing House J220.48 SF 5.J9X Exhaling Retain Wall 188.8J Sr .32X Existing Shed 292.57 SF .49 Existing Driveway J053.53 SF 5,11% TOTAL HARDCOVER AREA - 6755.41 SF TOTAL HARDCOVER = 11.JO X DESIGNED DRAWN WHEREBY AS PREPARED( T( BYFY MESP ECIFICATION, P.E.O D.N,A. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED P.E.O. Paul E. Otto --V"? cf�' RICHARD M. CORRA & LISA K. SHEA `." / PROPERTY DESCRIPTION: That p I dovernment Lot 8, Section I, Township 116, Range 23, described as follows: P. at a point in the center line of Lokeview Drive, distant 221.029 feet VJ1� {!/'�,, oufheosler/y from the point of intersection of the center line of sold Lakeview Drive N p with the center line of Fern Rood;thence North 79 degrees 37 minutes East 611 /eat; pvy�t thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high water mark Q of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of sold lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of I South 21 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Rood; (hence along the center line of sold Lakeview Drive on o bearing North 22 degrees 21 minutes 40 seconds West, o distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plot of CARVER BEACH on file and of record in the v Office of the Registrar of Titles in and for Carver County, Minnesota. Web $her www.offoassoefates.com E 9 West Di St. Buffalo, MNN 55 55313 ?SFajvPh: (T63)661.4717 (763)861.3511 and Land Surveyors, Inc, LOTUS WOODS RON KARON CHANHASSEN, MN AND That par( of Government Lot 6, Se Minnesota, described as follows: Beginning at o point in the center bearing of South 22 degrees 21 m Intersection of the center lines of delineated on the Map of Carver B, file and of record in (he office of of Minnesota, end running from th, feet plus or minus in and along th County to the high water mark of the high water mark of Long Loke angles to the first course when so degrees 31 minutes 29 seconds We Lakeview Drive; thence North 22 of the point of beginning, being a pal Range 23, some being registered It County, State of Minnesota. That lies Westerly of Line A descril Commencing at a point in the can bearing of South 22 degrees 21 m intersection of the center lines of delineated on the Map of Carver 8 Me and of record in the office of of Minnesota; and running from th along the North line of sold Sectio of said Line A to be described,, th 100.00 feel at right angles from t. terminating. MR Oullot A, BIG WOODS ON LOTUS LA plat thereof. AND AM1CK PROPERTY., That part of Government Lot 8 in Beginning at a point in the cenlei from the point of intersection of Fern Rood; thence Southeasterly t North 75 degrees 07 minutes Eas Loke); thence Northerly along the intersection with a line bearing Nc thence South 75 degrees 07 minu mentioned Lakeview Drive and Fen and of record in the office of the Subject to on easement granted I Beginning at a point in the center South 22 degrees 21 minutes 40 Lakeview Drive and Fern Road as . to the plot thereof, on h7e and a Carver and state of Minnesota, or on o bearing of North ; degrees foot to the high water mark of Li mark of said Long Lake 00 plus course, when said course is projel seconds Wes(, o distance of 873 Drive, distant 121.029 feet in a N and Fern Rood; thence along the 21 minutes 40 seconds West, a of 2.03 acres plus or minus. AND CERVILLA PROPERTY., Beginning of a point in the centa direction from the intersection of bearing of North 75 degrees 07 n the high water mark of Long Lake Long Lake to a point distant J75 projected; thence on a course of division line between Sections I at a point in the center line of Lake degrees 21 minutes 40 seconds E of Lakeview Drive and Fern Road.• of North 22 degrees It minutes 4 point or place of beginning conloi. CARVER BEACH, according to the Registrar of Titles for sold County granted to the Northern Slates P, Excepting therefrom: That part c described as follows: Beginning o feet Southeasterly from the point the center line of Fern Road,- the 15 feet. thence North 75 degrees known as Lotus Lake); thence Not less, to its intersection with a lim beginning; thence South 75 degre beginning. Above mentioned Lake CARVER BEACH on file and of rec County, Minnesota. Subject to on 22, 1941. Also Excepting Therefrom: Thal 1 23 described as follows: Beginning at a point in the center the point of intersection of the ci Road,- thence North 79 degrees J East 248.5 feet, more or less, to thence Southerly along the high is thence North 89 degrees 31 minu distance of 950 feet. more or lee 243.518 feet on o bearing of Sou by the intersection of the center center line of said Lakeview Drive distance of 22.489 feet to the pe Rood being shown on the plot of Registrar of Titles in and for Corp Northern Slates Power Company d I SHEET f 0ooti FILTER FABRIC ' 8" MINIMUM DEPTH 1" - 2" WASHED vC \ ;410" 18" MINIMUM CUT OFF BERM �vA1N1�OV 10 TO MINIMIZE RUNOFF FROM SITE ROCK CONSTRUCTION ENTRANCE , II i.! 1 t"4 1 BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION - 942.96 GROUP Recommended Too -In Method Set Posts Firmly (Post Shall Be Oak or green treated) Fabric per MNDOT 3668, Foetal with Lath, Nails or Staples. Color shall be international Orange I- 8" Min. Depth ® Dig or Disc Trench ® Loy in Fobric at Bockfill EROSION CONTROL FENCE - TYPE 1- Steel Fence Posts shall be used to Support Snow Fence (Woven Was may be ubsiluled for Snow Steel Fence Pasts shall be used to Support Snow Fence (Woven Wtra may be Subsituted for PL CL PL 1 25' 1 Wear Course to be 1/2" Above Edge of Gutter I 1 1 3.OX 2.OX 4" Topsoil, Seedy I t- t rit ~•-� Wearing 1 do Mulch or Sod. L 1 e # plant Mixed Bituminous Wearing Course Type �41WEASOOSSB Surmountable Toek Coot - 2357 Concrete Curb 2"-Plant Mixed Bituminous Bose Course Type 131139000009 W-Class 5 Aggregate Base, IOOX Crushed 24" MNDOT 3149.28 Select Granular Borrow (See Note 7) NOTES 1. Right -of -Way Required - 50'. 2. Maximum street grade 7.OX. 3. Minimum street grade 0.75X. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. S. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrode shall be performed by the owner in the presence of o city inspector. The city has the authority to require additional subgrode correction or to reduce the requirement of 24" MNOOT Select Granular Borrow to 12" based on the test roll. 1 t„ ' -: tU KI I V, 1 I Him= a. tlol \, 'c, I` l- ' ! _ roe is t5 1 8elss we to W live with e t„ u. s. to In v-9 .50 ret- /I 1 \ EROSION CONTROL tim- Upradous Mavte�. ti, 1 ,, LINE' r ` I TYPICAL RESIDENTIAL STREET SECTION-5200 1 icy ` �,f� FRI�,,.. �i� _ I/ _� 'l NN \ \ FENCE -TYPE 3 tt 1 IRK i , F C� m ` ,0 631 �\ F b `+ ww \ �s� ` \ ' , ` I I \ ROgERT AMICK /- C• , tea, �m ' X` A l L� e of ✓ ', a \ I CH HASFOXHLL DRIVE N & N 1 V, ,I bn. w t 1 t 9 1 _ � �°�� � �\\ � ti� \ ' 1 CyfANHA55EN. MN 55317 SILT FENCE DETAIL STEVE L, A '< tin 1�' Ex.M1� Son... �' % _ ` \ I C 7 SHARON T-1� 11R ' `nim-g5�1.13 .\� i� ry - `�, \ \ 40 \ 1 `l W. - i 1N. DENOTES SECONDARY GRADING K ^ O \ •g,/.._delineated orvIlland Ex.MH-Son-...Pq � Rim-938.62 } ry) GRADING AND EROSION CONTROL NOTES Inv-928.57 la/_ �.., Sp� 49Z' I \' \ \ I \\\\ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWMH IN AN �ti /, _ APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT _ 1 \ ° 41 y LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, HE AGREES \` / - Tl dMkteaf E I{1 IJ \\\ �e� TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WFIICH MIGHT BE a. ,� `� Benchmark - �•� ('�( `V�` . - `, I � � OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL TNH _ \ - 54I 2` ♦ I bit d� L \ °� UNDERGROUND UTILITIES, Elev-942.96 _ _!•,� ' ez, e w r CONSE VAn_O10[<pl,; \ c i .� !EA ME r \' - - •• r 'G`Y I _ _ \�� \\ OZ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE \\ \ MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL r „}: 0�� H\-`o� \\\ Lov O CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL = 09 EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES 4 TAKEN, BY � BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS �" OF THIS PERMIT AND AGREES TO ASIDE BY THEM, E have \"' 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY ! fly \ 4� UNLESS OTHERWISE NOTED. 30 4, ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/OOT SEED MIXTURE 250 �\ (70 LSS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE dt DISC ANCHORED). g2717 1 \ N FERTILIZER SHALL BE 24/12/2C THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN 1 \ THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN 6 1��27 R • 94 .4 $ s+ \ " \ \\ \\ \\ ~ 3:1. 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN J , \ n 1 J \ \ 10:1. r •� 1 927.42 I - 9. \ \ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR JON LANG ,` \\ \ OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING / i9�946.[%,.,,_ I 4'� \ \� 640 CARVERCH R \ 1CONSTRUCTION. fx.M-94761H-KA•1-� \ •�gS4 -_ 955. ASSEN. 5531 \ x Rim \,...� \ ` .MH-Son 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. _ _.� Ri iInv-8-9 4.03 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION Z bit _ _ 8.47 CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY MOVE \ OF 70X OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT 7l4o FVE;#AY , ' ' 1 _ °\ ` \ BE LIMITED TO THE FOLLOWING: 4/ 48 Gs:9� 1 \ , \ \ "928.93 A L EJp F \ a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON 09e \ 1 I (� I / ` 6 0 R �9 N 51R�Af� \\ \ COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) Ay1 F� 1 1 V�\'�11\✓.r wobd I N' 1 \\ b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE x'ah+' +r -+ * n`,- '�'JS / } garage ref walls \ �\1 \ HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) S. \ g32 ± l L 9 Lj ti w ��\ ` , I \ \ \ c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING r n DRAINAGE-•.:, g�4• }_ � `�\ / 93L50 CONSTRUCTION MAY BE NECESSARY, L.t r_', 1*7 I1T' 6 API• _ _ J 1 -x/.. j_dt UTILITY _ a'J41, of �" \ ha+ss > ro k I \ d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM EWERS _ _ SAS i ; V I _ I 1 /I Ire-Ivofls I I \ OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS Z 1 194d89' t 34t.23 s ` _ m I 1 I I CLEANED. Rim-90 Son �., \\ e. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD inm 92 5.84 � Inv=927.17 \ 4 / �--- \ 9I ` � ` � / �I \ \ SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT k MUD SHALL BE / 0 `_ MA�}{ T I I I ' \ \ 1 \\ REMOVED WITHIN 24 HOURS OF DISCOVERY. Ckr \ \ 9 ... ::. D!T s--ems - L/SA A. K P I sSLr ex. grof/ /� EA WENT -�- �I I - f-\✓ b w N o c� 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND NTLIIE)I r- / Exist. win I 1 31.70 o aNry o a ° m q ` 06.16 SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70X VEGETATIVE DENSITY. 1 + 1 h L.L. 9J0 �.�-� Na, rn a \ Inv-89794 ��r ( �� mo ° 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, ` Q�-1nIUTAI W EX. -Ex.MH-Son �` I PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST �\ vlrtvrr+v g2 Rim-930,61 Rim=933.21 W,�„ - - �Ex.MH-Son^may BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. �Ex.CB In92397 I - ex. utters,,minfoble ONSIRUCTiON Rim 922.8 2 Ex.MH �\ �8� 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES V Rim=930.15 A gunner I EN1RA(JCE Inv-922.881 Rim=93J7 � r-; •rn rr-;•• \ _ I I Inv=9T2.37 � �s���x.,6M1=San i_,J I� I L_.J r1Q \:�Ex.MH-Son I ^ 1 I ! j im-923.60 MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. \ Rim=922.48 ( -t 1 / ti �/ 1 / \ / C' / 1 V-1 I / l 1 1 C' / 9 /3 Ex.MH-San \ v-9JLi512 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED Inv-91J77 L i + \ V V l / l / w . i l / + L - l / L ..r . i L . L + Rim-927,1Z 8 TO A DEFINED AREA OF THE SITE. d CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND \ 7 I % I I 1 R+m-92T 31 WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE _r lnv=916.83 .r I `I / A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. CURAS W. & CHRISTOPHER S� ROBERT C. HUIBR£GTSE I I RICHARD A. / u Rm 922.11 BODY13. . 9 OPCKPILES SHALILES SHALL L BE STABILIZED WITH TEMPORA MINIMUM OF 200 FEET ARY SEED (MN/DOT MIX ANY WETLAND, 0150) & MULCH OTHER A�R v t T`' bnrv}l NO£LLE W. SNENSON I & SHARIE L. CHARLSON & BETSY A. SWEDLUND & LISA K. SHEA � AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7' DAYS FROM THE LAST 1 ✓✓O�� n0t m�j1/ I I I RICHARD M. CORRA I ACTIVITIES THAT FORMED THE STOCKPILE. 1 ciol G rt M.[�w}� , _tQa� A 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. ��d�ae • i I I I � 1 B/01 06 D.M.S. REVISED GRADING & STORM SEWER DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT Web81tet bJV'eTP' ORS 777 1eW0.-y t - L t� e�10 PROJECT NO: WAS PREPARED BY ME OR UNDER R DIRECT SUPERVISION www.otfoassoeiefes.eom Q I LOTUS (� ,n%OOD� 2 9 iB 06 M.L.H. REVISED GRADING, EASEMENTS a STORM SEWER p,E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Pi%()� } I? �0�5 11 ` 1 V V Y 11 PRELIMINARY GRADING PLAN 2-05.0190 3 1 30 07 M.L.H. GRADING & ADDED CONSERVATION EASEMENT UNDER THE LAWS OF THE STATE OF MINNESOTA. 9West DivhbnSt. T CHECKED TTo Buffalo, MNSU13 $ ike 4 f �'8HANHASSEN, 7 RON KARON NO. DATE BY DESCRIPTION P.E.O. Paul E. Otto 3SOCIATES F� �es�e2a� War D» L47T REVISIONS LICENSE 40062 DATE: Engineers and Land Surveyors, Inc MN SHEET N O . 4 OF `+ SHEETS DATE: .10/2/06 MOvF, ►1 FAnON EASEMENT DESIGNED DRAWN P.E.O M.L.H. CHECKED P.E.O. _ _ I_ _ �.rr, 0 -5 1^ � 5 452 478 168 1 so p 50 q• ' 1 41 46 192 66c N� I %14 99 EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (76%) MINIMUM CANOPY COVERAGE REQUIRED = 158,297 SF (46%) IY CERTIFY THAT THIS PLAN, SPECIFICATIC EPARED BY ME OR UNDER MY DIRECT SI 4T I AM A DULY LICENSED PROFESSIONAL THE LAWS OF THE STATE OF MINNESOTA. Web SIM1 www.oftomoofafos.aom SSWest DivisionIN 5Va3/St57TTo F6714nSSOCIA7E8 Fax. (M)6M522 and Land Survoyon, Ino. t 0') 40 LOTUS WOODS RON KARON CHANHASSEN, MN DENOTES TREES TO BE REMOVED DURING PRIMARY CONSTRUCTION dellneoted wellond TREE INVENTORY AFTER PRIMARY CONSTRUCTION) SHEET NO. 7 OF 9 SHEETS IECT NO: 2-05-0190 10/2/06 I � N - O — — ' 26 27 525 5 491 ��EFtN 03 92 0 f� 476 493 03 5: 482 474 �68 f2 ' 1 452 480 478 1 �' 500 48 A0 � " 418 ' C 7 0496 5 ' FOX " '� !1 B 19 6 112 * 3 0464 468 150 lt�JJ} 1 2570 57 346 245 1( T t� J4 103 1`..1231141 7 V6 35 R487 I 45 46 �49 477 51 ' O 46 147 �✓ 1 9 16 � � 43� 499 456 4 �497 02 5 • 170 --- Z16 f'� 348 r'�t "Q 43^ � 438 0 �wt �66 � -- 509 3 89 15 149 10, '-ef- 77 �6 3 �" 125 2 6 �' 8 74 5 13 {� 154 75 2 f08t{ J )58 � 380 15J 40 \ G 0277 0 13 G 8! �Z 104 56 145 Q 2 126 14 G 1 129 7 � \ O 131 �185 31J i6 127 1 , y89 ` 140 �L 5 184 �122 50 190 6 3 �O �205 -y 195 Q ! 2 \ 47 33 \ 043 5 20 Z 0 1 12 \ 30 20 \ \ WOODS EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (76%) DESIGNED DRAWN I HEHILdY UthlltT IHAI inib I -LAN, wltwrIVAwN, vr% mrr WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION P.E.O D.N.A. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED P.E.O. Paul E. Otto Web Sffet oStfoasos,ociafeSaS,coTm S West Division St MNS" Pul STi Fax(763)662-b2 and Land Surveyors, Inc. LOTUS WOODS RON KARON CHANHASSEN, MN ^'— deffneoted wetlond EXISTING TREE INVENTORY SHEET NO. 5 OF 8 SHEETS PROJECT NO: 2-05-0190 DATE: 10/2/06 4 ' Lrn �' (p►. (q) 4 t6 3 03 478 496 �i ^y ��✓✓ 468 66 245 60\ 1 ' 477 _�- 19 )467 O 46 147�� \ � \ LL��pv— / `� '�� �' J I � 1 I 49 216 -� \ \ 46 \ p 8915 21 0`` \ 4p���� �J,4�008116, , \ Il 4861 149 10 \ \ �' G. }44� /'^. , 49 49I`4 /61 601 4430! C 1 78 �74 �5 \ 13 123 ^� 10 ' \ \ 60 44 2 4n 4a9V 1 1 , \`\.,`J46 46 ' \•.. delineoled 0\ \38 1 1 "'\�r.....�!!! 9 8-9 3 243 31 \ \�. 13\ 2/ 442 •46380 \ , 4�5 IQ _ f 49 r44 71 I9. 1 y\ \ 274 \\ �'— 0 206 \ 66 j \ / 8 ��-`•��) ( / \ 3 67 `.,.d` a2�^•�Jae 409 L = 9'55- 1 \6 ��� 115} J 1 / j j��� ��j 69 I %8720 ' /�413 __262 6737 \ 120 l �g49.5 I ( 4 7 9 4,' 139 276 \ ` I 5 3 e 0 6 263 ( \ 950 -� \ 1 m ' 948 1946` LL=938.8 — \ �.---944, — 942— 22� —� — �— --' —' 9-4941.8 2 \ — 940— DESIGNED DRAWN P.E.O M.L.H. CHECKED P.E.O. EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (76%) MINIMUM CANOPY COVERAGE REQUIRED = 158,297 SF (46%) EXISTING CANOPY COVERAGE PRESERVED ( a CANOPY AREA REQUIRED = 23,808 SF X i•1. = LQ REQUIRED PLANTING (u / 1089) = -24 TREES 14_ WAS PREPARED BY ME OR UNDER MY DIRECT SL AND THAT I AM A DULY LICENSED PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE 000000000 web site: www•okoossoelat"com TTo9 West ahlslon St. au6alo, NN as313 ssoClATEa P"` peg a721 Fair (yaa)aazaau and Land Surveyors, Inc. w = 134,489 (39.1%) LOTUS WOODS RON KARON CHANHASSEN, MN ,v28 Ste! r �- delineoled wellond 0 DENOTES EXISTING TREES AFTER CONSTRUCTION DENOTES TREES TO BE PLANTED (2 REQUIRED) 30 SHOWN) TREE PLANTING PLAN 2-05-0190 SHEET NO. 9 OF 9 SHEETS DATE: 10/2/06 VICINITY MAP DEVELOPER: N 1/2 SEC 12 L 115^Z5 KARON REAL ESTATE GROUP LOTUS DENOTES BUILDING SETBACK LINE 101 KARON EN \ MAIL DRAINAGEAND U77LITYEASEMENTSARESHOKW THUS: 30' -FRONTCHAN0/59 WAYZATA BLVD, AN, PROJECT f 1 10' - SIDE (763) 43 -0. MN 55305 aoA°o (763) 4J8-0355 LOCATION —5 Jd -REAR ry� 75' - LAKE S EXISTING ZONING - RSF 4 6 \ LOTUS o 5�"� 1 l 4 DW ! ❑ r�fn l� psis r � &G Nam+ LAKE 1 I o - danoter guy like doatesgaf w1N &"I" A)dritnt nenefn wxlw t to 117' .:, 1 40 1 �'w"°"j tJ 1 :• t7 D III E a: \\\ BEING 70 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, , 1 �1QPH ANDADJOIN/NG RIGHT-OF-WAYLINES, AND BEING 5 FEET IN 1 t 1 1 '1 1 :; 1 r.; 1 ri? 11^' 1i1 SAR £x.MH- \\ WIDTH, UNLESS OTHERWISE INDICATED, ANDADJOIN/NGL T •'r t'1 -R1m=927. 4 \ LINES, AS SHOWN ON THE PLAT. 1,„ �"I to r= Itin I to t: ;' I � Inv=90I 0 t rJ U R I 1 N \ , 1. , 1 t, �) 1 1 NHL �� 1 I0. 7e1N s1wEE1 \� `t,i 1 r 1 tin ,to Ice �ir I `v, a E �1 f4 1 1 R DY 1 1 %,I rJ c) L E NR�E- 1 rJ t) Ida i,i AIN 1• I 1` E '��'an l ` aril. y — t,� 5 ul t': 1 id 1 t� b 1 1 Ex.MH-Son 1 T.• 1[% J 1 -- fu t" I 1- to 1 1 «v 1 1 1 1 Rim=p68.96 "\_ 5 , - _� ' roc7�'' ro o t,: iCi Kn irk 1 Inv-9$$ .50 1 7 tea, ref-Aplf tit tit 1 FRI L►NET 1 I 1 tt1 1 to 1 1 i� Ex.M✓WIN IRK 0.63 \ L `. - p� a , 4 W. A 5 5° �D A r a y \ N I a r tin I k `� 1 e a161t' t°n `\ 1 re w. \# y S� OPt L. ASH < trait I 1< Ex.M Sono ... V g >r '� P\ U N 1 7 1 �� rjp1AR T"1< � I I Rlm- 61.57 \ - - f5r ' m m 1 m {` \ I ` 478� \ Inv=9 O. f3 \ 7 r eo I L Cyr 40 \ 3459 ' i Pt 1 AI 1 ' ��' 1I I 1 1 I N ` 55005 SF: ! I/ �1 �1 1 f g6� a8 1 J20 ♦err 7 1 11 °% 112 117��\(/j) 4 2-5 141 14, 92 r 95 �� 4J7 4J 1 ♦99 456 i ♦ / Op S1 EX.MH-Son-...�...-� �l 1470 1 � 45 trV11�J Rim=938.62 0 89 r 01 �` SF. 9 a38 ` alb 45 485 . tnv=978.57 �'� i � �15 I �� ��\ , +� �_ � � ` 1 4 �� ♦� 49a r 7 �Cp SERV 1 T 1 it tt+ 1 0 \rtn� �q '\ 14s 1 Sr4J r 40�13 sot I J8 2 SF q •\ 61 1 ASEM 5 \ 25 ' 949.24/ 11 44 471 4�° 16 49 _ { �� f�J1 13 /� 2 �1Z1 I 1 8� 1 I � (� .�r_l.�ti � Benchmark TNH Elev-942.96 (It P V.D. 1929) *0Ar 7N � vn 1 1 V C f O l7 V I 2 Ex.MH-Sony... .- Rim=935.B4 Q7y Inv=92717 \ ATLII,;J/ r- ex. glavitff� �+ion urn 1 vltvrrty r- ETA rr i_S!ntC= NOTE: WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY LOT 1 Total Area = 35803 SF Heirdreivar Colculalfons:: Structure Area PercentHardcover Existing House 95858 Sr 2.689 Existing Garage 540.59 SF 1.51X Existing Retain Wait 5a84 SF .14% Existing Shed 103.24 SF .299 Existing Driveway 665.91 Sr 1.86X TOTAL HARDCOVER AREA - 2319.16 SF TOTAL HARDCOVER = 6.48X lYim=977.46 I -Sill i/1/1+C'' r l r i r t A, c r i f Inv=91377 I Lei`' YV.n II/l/l.i l/, i �Lt/ _lt.n�i L_1,1r{C. LA I CUR AS W, & CHRiSTOPHER S I ROBERT C. HUIBREGTSE � r NOELLE W. SWENSINY & SHARIE L. CHARLSON + g BETSY A. SWEDLUND ( RICHARD A/. GORRA LOT 2 Total Area = 38192 SF LOT 3 Total Area = 59792 SF Hardcover Calculations:: Hardcover Co/eu/otions:: Structure Area Percent Hardcover Existing House 2846.10 SF 7.45X Existing Retain Wall 90 Sr 24X Existing Driveway 4674.25 SF 12.24X TOTAL HARDCOVER AREA - 7510.33SF TOTAL HARDCOVER - 19.9JX WrTIANTI RUFFFR.AND EASEMENTS 1 9 18 06 M.L.H. 2 1 30 07 M.L.H. CONSERVATION EASEMENT Na DATE BY DESCRIPTION REM90NS Structure Area Percent Hardcover Existing House 3220.48 SF AJ9X Existing Retain Wall 18883 Sr .32% Existing Shed 292.57 SF .49 Exlsilny Driveway 505J.53 Sr 5.1fX TOTAL HARDCOVER AREA - 675141 SF TOTAL HARDCOVER - Ill X DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIC WAS PREPARED BY ME OR UNDER MY DIRECT Sl P.E.O D.N.A. AND THAT I AM A DULY LICENSED PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED P.E.O. Poul E. Otto LICENSE 0 40062 DATE: Rim-92Z 12 r Inv-9/6.83/ �.t RICHARD A. / & LISA K. SHEA TOTAL AREA = 7.91 ACRES y�B PROPERTY DESCRIPTION: That part of Government Lot 8, Section 1, Townsho 116, Range 2J; described as fodowr Beginning of a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center /he of Fern Rood, thence North 79 degrees 37 minutes East 511 feel; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the high wafer mark of Long Lake (also known as Lotus Lake); thence Southerly Gang the high wafer mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet more or less to a point in the center /kie of said Lakeview Drive distant 243.518 feel on a bowing of South 22 degrees 21 mkufes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fem Rood., thence. along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fen Rood being shown on the plot of CARVER BEACH an No and of record in the Office of the Registrar of rifles in and for Carver County, Minnesota. "°�"i'"��'� �`�� LOTUS WOODS C otto b li ftetee.comTTFlo " M13 �er�oV2. Teed �� RON KARON SSOCIATE6 6824727 i �J168 JSY2 CHANHASSEN, MN AND That port of Government Lot 6, Section 12, Township /16, Range 24 Carter County, Minnesota, described as follows: Beginning of o point In the center line of Lakeview Drive, diefont 24.1518 feet on a bearing of South 22 degrees 2f minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the Mop of Carter Beach, of Long Lake, according to the plot thereof, an fife and of record In the office of the Registrar of Titles in and for said County and State of Mkmesoto; and running from thence South 89 degrees 31 mhufes 29 seconds East 950 feel plus or mknus in and Bang the division the between Section 1 and 23 of Carver County to the high wafer mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake IT$ feel plus or minus to a point 100 feet of right angles to the lkst course when sold course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center fine of Lokeview Drive; thence North 22 degrees 21 mhufes 40 seconds West, l0a505 feel to the point of begkining, being a part of Government Lot No. 6, Section 12, Township, f16, Range 24 some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of Line A described as follows; Commencing of a point In the center line of Lakeview Drive, distant 243518 feet on o bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the kntenecfion of the center lines of Fan Road and Lakeview Drive, as designated and delineated an the Map of Carver Beach, at Lang Lake, occoreng to the plot thereof, on Me and of record In the africe of the Registrar of rifles in and for said County and Slate of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North Ilene of said Section 12. o distance of 53aO6 test to the point of beginning of soli Line A to be described thence South OJ degrees Of minutes 32 seconds to a point 100.00 feet at right angles from the South Line of said Section 1, and sold Line A There termhoting. AND j I Outlat A, BIG WOODS ON LOTUS LAKE, Carver CoungLn MLrwusoto, according to the record plot thereof. " AND AMICK PROPERTN That part of Government Lot 8 In Section /, Township 116. Range 21 described as falowa: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of Intersection of the center fine of sold Lakeview Drive with the center line of Fen Rood; thence Southeasterly along the center the of soli Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Lang Lake (also known off Lotus Lakel thence Northerly along the high water mark of soli take 25 feet, more or less, to its Intersection with o line bearing North 73 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or tens, to pant of beginning. Above mentioned Lakeview Drive and Fen Road being shown on the plot of CARVER BEACH on No and of record in the office o1 the Registrar of Riles In and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22nd 1941. Beginning at a point in the center line of Lakeview Drive, aslant 20.172 feet an a bearing of South 22 degrees 21 mittufes 40 seconds East from the point famed by the Intersection of said Lakeview Drive and Fern Rood as shown on the map entitled: 'lop of Carver Beach" according to the plot thesof, on tale and of record In the office of the Registrar of Titled for said County of Carver and state of Minnesota; and rimming from thence along the Southerly fine of Fen Rood an a bearing of North 75 degrees 07 minutes 00 seconds East, o distance of 880 plus or minus foot to the high water mark of Long Lake, thence in a Southerly dkectl along the high water mark of said Long Lake 100 plus or minus feet to a point TOO feet at right ongfes to the first course, when said course fs projected thence an a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet pua or mknus, to a point In the center line: of Lakeview Drive, distant 121.029 feet h o Northwesterly direction from the intersection of Lakeview Drive and Fern Rood thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beghnkig. Containing 2.05 acres plus or minus AND CER11LLA PROPERTr Beginning of a point in the center line of Lakeview Drive dtsionf 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fern Road, and rimming from thence on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence kn a Southerly direction along the high water mark of Long Lake to o point distant J75 feet of right angles to the first course when said course is projected.* thence an a course of North 89 degrees 31 minutes 29 seconds West, which Is also the division line between Sections / and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 241518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fern Road; thence along the center the of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds WbL o distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map snli0ed CARVER BEACH, according to the plot thereof on rife and of record in the office of the Registrar of Tiller for said County of Carver and State of Minnesota. Subject to an easement granted to the Northern Stoles Power Company Ably 22, 1941. Excepting therefrom: That port of Government Lot 8 In Section 1, Township 116, Range 24 described as fodaws. Beginning of a point in the tenter fine of Lokeview Drive, distant 121.029 feet Southeasfedy from the point of intersection of the center Ilene of said Lakeview Drive with the center line of Fern Road,• thence Southeasterly along the center line of sold Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake)., thence Northerly along the high water mark of said lake 25 feet more or loam to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or teem to point of beginning. Above mentioned Lakeview Drive and Fen Rood being shown on the plot of CARVER BEACH an Ids and of record h the office of the Registrar of rifles in and for Carver County, Minnesota Subject to on easement granted to the Northern States Power Company July 22, 1941. Also Excepling Therefrom: That part of Government Lot 8 in Section 1, Townsho 116, Range 2J described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center 11he of said Lakeview Drive with the center line of Ferri Rood thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 248.5 rest, more or less, to the high water mark of Long Lake (also known as Lotus Lake). thence Southerly along the high water mark o1 said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the kitersection of the center line of said Lakeview Drive and Ferri Road thence long the center line of said Lakeview Drive on a bearkig North 22 degrees 21 minutes 40 seconds West, o distance of 22.489 feel to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plot of CARVER BEACH on Me and of record in the Office of the Registrar of rifles in and for Carver County Minnesoto. Subject to an easement granted to the Northern States Power Company Auly 22, 1941. PRELIMINARY PLAT SHEET NO. 1 OF 9 SHEETS PROJECT NO: 2-05-0190 10/2/06 -J . V NmA OWERS- Mr.AbM[ sr pmelE tmc arArn�E w smn Amvr. .DY 1A.e �� fAAIE M OY1Fw L.tlf 1laa IN9 rITGU gMl aLwusmt w smn fsw �W sna aw �wa°wrxmo fhlWA®<W SSII) BJO C.R1EA EAd aLAAIK54.+1 w szn) 1 1 1 1„ 1 1 u 14 i `- ilg llo IY 1>r 1� � :Ilulel�lgl� 1 1 1 11 11 g Vwo AS" p P \ � � � �I 1 4 1►,eD��!� \ m 3-60 t_r+ -A \ E.aN-r ;RJER t \ s\ \ BEIICH ,,on \ ll� 1 i Dymr sr. �� ♦\ 1 1s � N 1 1 1 1ylY ys J m � FMSM'6 ZL1MM' - R4 O 1yo 1Y 1k 1x'11 \..A 1i 141 A'IIG Ir 1 p �, MWIJD ��� 1\\` b 0 SB Its 1- �8inl -y wl 11 1 1 IL ayb ^\ 1 ; a It �I TOTAL AREA = Z6t ACRES w ssnIt \ 10 \ xe '7 G s 47 3 o mwu o'o 16wb 1 0 i i —_____ _ ; 5X ��i it ; y \♦`v «� r $ wncr L f ER 'CH 'CH 1 FiYF$« R«=A1216 hw�)N YFiJFI-Sn fi F' Er-+ 1 ♦lr , I lI / ye "BYyae° Lily IBIot k,,J l� /t.nJ L-l%i BFVIl231 / TR LE \ \ koeiL i i • suwr`�L'oSu�mv �" a-mT A a` iImLL. o rvwbr a mIa j scA /// ``'' y ::: rwuwe ESTATES sa - RfA4 3 - fArF wm[ r-rtAlns LnpcArm Br FloO vn'xum G[rm-me R.ry/1yw. 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LNn annl Nss,e A..e m a e.ahD d sma a d.v+ D wi.,r a aFva Emf wen M Done A.n�es br M Ffrnr:b'm d M mfw M d aV LMJw aM W Fan Real anu dog M mfw M W nN Ld,eJea orb. n p MIg Mwa a eq.0 T miwen b rem6 INuL e Mmm e/ II(9➢ Mf b M pMf e/ MjMg Abe¢ mn1bM (dMa. pM me !rn R.vl eMD � m M pb1 d ClY1EA ((Aal a a. aq d .K'e h M (Mb °/ M RpYbv d riNw w nq b L'a� Lamfx LMmt¢ 51!}cf b m 0nnf gmftl le M xo-w.n sede p°ea fa.Pmr AAY u rN1. rFr� C' PRELIMINARY PLAT I 2-05-0190 SHEET NO. 1 OF 12 SHEETS JDAM 10/2/O6 m71 11w �" `o'Y 11Y la t,FE Y 1 1 1 1411m11e10 �0 11, 11 1� lull_ >Islal` 1�1 1 1 1�� 1 i 61 3-60 E ,.-.ass) r (kavA B \ E[YFW \ Tr— \ r� T IRVER asecx � vvv I � Taafs.� � CARER w van ;CC;PLE \ \ \ \ LJInTS \ ITIp \� 00 rL.-- 0 1 T 1 1 1 _ 1 1 �--------- i r-------- I I I T rT-1 I I I I nT i I I T a E.YFSw /lrNfi(N \T \I ; V\ \ 3 La c{RK:W w) ai_. RI aAPIEW T. ILiit.i J L_ii P`i� I''•a- I I ^ 1 I / — •V III' ^��IIIV O 30 O SO KV ISO sos. w TNI N TOP art MTTAtMTf LO W AT TE FI1fl�OM 61M Hl MITE ! C - 6F/OI NOM F AT01 N2M [.Astiss. ALnmIII w..snN HOUSE TYPE A HOUSE TYPE B HOUSE TYPE C NO7ES 1. ALL WATFRNAM SHALL BE NTSTALLED WHH WCTRE POLYNRAPPED. IffWLU6 ALL W C PATIBIE MITII PVC PPE 12 GAUOL TRACER W SHALL BE MULLED WTII ALL PLASTIC WI. TRACER FARE SHALL W TEI ATM AT ALL H AKT BREAK OFF FLANGES 2 ALL 8' PVC SAMTARY SEVER SMBE SDR 33 IATfESS Oi1ERWSE NOTED.. 4 ALL HWNLANT LEMS SHALL BE 6' OP. XTD# $2. {. CdI1RACTtlE SHALL w H HWNUNT E%RHBIOO AS NECESSARY WHERE FAI HAS BED! lA1LERED TO A CONFLICT WMiOTHER UTBIRES. E SHALL BE CON90ERED MtlDElITA1 TO NYMANTTDRANT COST. 3 H.L.N w ,LINJI Hou au OE9OED BMW P.Eo YLH tlEa® I HERFB! LDTNY 1MAT IH6 RAN, DII ralvRf Am THATT' w A B Y � � UIIOFR THE LAWS OF TIE STATE dF ETA /T� \ "' i swWlra O a�IA�sw LOTUS WOODS BOB AMICK CHANHASSEN, MN PRELIMINARY UTILITY PLAN pRDET,'T NO p p5 p�gp S s Y.L.H. RENSm PER tl1Y REVIEW IKI MR BYI pw umisT: {DDez DAM. SHEET N0. 2 OF 12 SHEETS DAM - 1 Ot2M �' s�T e�rwuu+n: 3 11 ,yF T i Rio / 8� e 50 o so ,00 ,w 32.5 ¢ � 323— +00 DF&etLD O w P.EO NLH. o� P.E.O. a eeir & w > tifmw� LOTUS WOODS Bob AMICK CHANHASSEN,MN PRELIMINARY SANITARY SEWER $ WATERMAIN PLAN CI-IFFT Kin I nF 19 cuci:7rc 2-05-0190 10/2/06 1 I 1 1 1 e 1 a 1 3225 J H e �1elol,algllalol�i1.. 1 1"1 1 1'"�^5" � + -M� 1 V, jpO 'w, 1 1 - r \ 5'iE� �lASa 11� 1 11 11 1 C° h�RVW ly L F Y\ I \ 3169�i s E m } \ \ 1A \ \,O uttot A� 2 0 eY� f �.J �O < � \ \ \ Ms \ .> 3 1.0 ,94 15\o 2 1a� \ ea e '4 -DY20 -mo BVCH Lt1/]- — - — AMi11EI T. ! CARER \ BE4.,H \\ I 1�-e ie nano. 41 IA+� �Y ��c i1n I 1, ,c• iil%q ao s TRIPLE \ `i i aivaor i !'+PL aNp.4w !�0°°s-m i sr� muw nowro r man{ j+ K scA // Evan £S::;Es YYM \ ___ _ ________ --_ `A\ V \ 15 YAnnNT% sw+-new y r C p r I !1 [e..wT% GrIIl.61 it C"� FSF'Sfi — — — — — — — — — — — — — — — — — — Me+➢]311 / aC%,iif�`R.M1 I Gr•IILY + a YLN RE.RS EA5flEN15.5,gN � oxvvm mA1111 I � LFAIFY 1HAT TR PLW, SPEC6,G,9W1"�ORf -[- LOTUS WOODS 2 YlK HOUSE llGmX PF.O Y.L.H. li�1A'T HOLLY IICEt6m PRUG690WL E14WEER ] ] ) YL ME 1 OW WOFA 1HE U'NS Oi 11E STALE OP WMESDTA { 5 O] Y.LH. REYISID PFR Ptt RENEW CNEO® YO DA1E W 0;]UAP11aM P.E.O. PaW E O — BOB AMICK �Nsaxs ,Woos,: a {met mm rrr 5 !To r ra. r.r ei5�a `Y CHANHASSEN, MN EEA q 5a ?w Im SM n FM AP YR N15RMIT lDl'w1FD AT ,IE N1f1HC11Y1 a NR 1u pTf a cWw1 EAW POM. FIEVAMN � M2% r ieyra s.a: • YUM . 4eL a m I= 1.5 : , 2'� Ybd Ybninu FIrY cops. T R A1� 12'1 5 Agl"W 8e 1= Ou1W 2e I[Lgf 314.25 A gW.Aa Ranee (er a T) "�syA-d-waY aep+ea - 5d. x Ymn..n NWd pea. �cx i{C Tapeal plaetl b a�e.a vor. - a 2 ra e.nad w0. a ,R. YbMvs WeaFq WW+ar dWR a pera a. aaa . roan hMe4g NereWd d bo LlhnYnW[ Gra 7. A bot ref d 1r pYPWM ov4pW4 M 5e p.awmM M tlW e... b a. pe.[r:. d . W bpecbr. „W nv b 1M a,aAa• r,:,. OOAd amrlM o/ b Mu IN Sd[! CmxLr�rve b 1Y bwa r M twl i1.1M.� 0 21' YOOf PRELIMINARY STREET PLAN SHEET Nn. 4 OF 12 SHFFT¢ 2-05-0190 LVI US Arm � Z":B Ft I R � T15.00 a 1[y L � 78.35 Sta - 3+ib 3 00 — YLS00 I = 323.00 - 98.1e J::F .e'M i' / L BRF{ 17 y / 8^ %P J::2 a 3l00 `7 F _ZVs � �) • I 3-ve ?•�cs R A $ J I + r• I \ I E DETAIL A,� I r• 0 DETAIL A F � 1� I• Yy :! 7 DETAIL B BFIIOWNIX: lm Illlf NIDRNIT IOGIED •T nIE 911FegC,NM OG roi l T - • c•x,rn ,C•a T` o — r _ F Q a t IYapY'+a. x9rta L m w ,/r sRII nwa DETAIL A —A r a9na i —9am —.Ad9 r Rnt9 pT�En +� oa •.apv � � � r�t� CITY OF POND OUTLET CONTROL STRUCTURE 2-97 ROEN° 3109 na 9us,e..,ro PRELIMINARY STREET & STORM SEWER PLAN T NO. 5 OF 12 SHEETS I I 960 i i i 950 I I I 940 I I I I 930 I I 920 I I I 9/0 I 1 900 {+ 2-05-0190 10/2106 i U la 11 W R.B.WF.Or 9C RWI fllC 9W1 R I.I®1R9 AOaf V ROCK CONSTRUCTION ENTRANCE DETAIL I; I u 111 1 u l s l e,11 11 W �1,,�IE1� 11 11 1 40 V I wY e.Mwaear aaMa rlTa) Ma \ 4E / FiW-W rARLER � ah...a MRi.rr TRLaL£ T,;F�mL N\VII. i� \ I Pn \ w .doe\ w'� _ 1 EaD'Ap Rh�.11% Eh.-nYw l bmlflla y ER RY aE%m AUW I IEiEBF CERIEY 1 P.EO Y.LH. K PRf➢I M A Aw TYT I Ya A C iYKR AEA® wIRR 11E IAIIS 0 P.e:o. L \ TJ t'N1 �P.R wIIQ RETAINING WALL DETAIL Rif ••,,�_--✓�. Ou;;. ,�:f .F t, LO' � i'1� Y � i�i O a��� iij'✓il� �/ �• f Ifp O ..���� O�� O O 0 �� 4��+ti` � O +,f�0 i +,f' I �twO • e O ` y $ `�� )a � �i o� I �• 'may smRa� xR-unat ti]n w � ` MY2J ii;'. �L-Ai i:.'s L"C /^�% .r R! I G`I6TQ°FER S I RIBA) C HIBRS'ISE I I MOWIO A R '� I ! 9W: L AWi9aI I R EIS' A SIDIiIn I R1G]IMm x owrA I ! 15] K 9EA / C (I, 11 1117°(I 11 11 � \0 f....a W . m. w Rr... Yam•.. a�r'n" s ,ly s` t a• TM.A fW f i•YMI.r li.. lnir baF V.. • I.tl� s M wy. �jp`aay m�er. °i° nF. Nfa®mme lY-G7• a /q.yr. Ya, faOi oJn. N YOn ]t..d ys. E Mrs. ww E.A. Tm i ] wr ram. E.w� w arn. a �ee �r •� a .� I✓yE �� r b >deie 4 � �� ). .rtirrF.wr.yr rrrf.rryb� f WY Ors Y�v.��• Y! 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AWf.LLT N1D CbgEIE YLLNQj r1.0A1Ma OERB$ PNEIA R/3aQ iIHBC O58lNK1gl AM LEW]1gN A8R5 MD OTER MASIFS YJSf E CBT14wD A PfMf4AY YD YEr 6.ELY RM Wfw a4QSR REQ..EE1�115 11. SIAIIQ YO 0.4(6K A y GSaIE PNiT NO Yn' NAINOa15 985TAM'FS MRT E M Q1PIlNICE YM YPG IEWAIRYS ,z FxmYY. RA9Ma A,wa6 YW BSER I%RBEWaafM Y]aaES Musr BE WAD ro A AIaFD YEA A wE RTE ! otYnY uRm As s,oi RRI6F larsr s W11rAaaD Yn MAsm rMaEaY B�osm A. MO OrOtE otnEAV W e Auorta a s1E EAw YEAa ro aF A YBYY aF XO F6r iRW .W1 EIINOS. PaOi fR OTQ M1FA BR'E5. 12 ]INOEES 9WL BE A YIMY 6 IDa iFET iNw YIY IERN/pnp. Pan. ar al1aR RAIFA BaM. S1 ll a SIaLL E St/ fal 1flPOM T mn DAY] FMW u USr /.o aT FF112 slue E .6TYlm /Aaan rIR 1nrTou rcnrFlEs TraAr raRm T1R slaaaaE lA RMn oss Wr FCTu4D m EfIlt stfP6 11 RMaIE ElS4lYa IENwf IDVL RiAE PMa CRAaYQ In YNTIYM Y]ESS ro EAtlala MOFS aar11O ras�RKTaI. PRELIMINAR1rGRADING PLAN IPROFa Nm (PRIMARY) I 2-05-0190 6 OF 12 SHEETS MTe .• own � ,. 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Y4rag M W.. iif 1I1.o aa1 120 bi I110 120 1140 . rta by trio aN 12 I2o btr I160 uoll I160 (nffv1wf 120 1110 28 6aF /I8o in / 0 luY 1/IIO s5n Rs f20o tln 12 0 MO bi H-0 O5 21. Me 1240 MdJr RfI 120 120 H0 Imo Oo.dJ� IZO 1280 Ecrtlk I10 H Imo Yn 8o Ri TA-0 imo fl0 1J1.o JS I fir 1i.0 H Imo b{- o �M1n 80 do Imo 8 Ri Ma IJ60 fwW.1n 10 bk IJ20 120 I58 l O S w 12 0 1 f680 sfir IZO N Hlo aoh /0 /as NY HZO bae/✓� 2 10 Gs 1uo 12 120 1AS1( 0 1.0 11ao 6e.sYr H.o I'do 12 Hflo M 1u0 /eox rzo 150o rdo a:- I51.0 ouF /80 Imo eak 18o M 160 ISAO 'Me IZo R>r 1560 .bock 152o ebr 120 120 Ni 158o bmlf IZO M Tm—o Meat I6 6fl0 60 I61.0 Mart 58 lei 1620 ad' 120 1610 6vefdE ,Ao 16Ao 6iHewf I6a0 fl�14.016aoo162ao188011100Ilanlxo-fttX-0 1)80 17Imo Imo two rao 1n.0 zz y two H0 Ie[o 0 eI.O 160 M IBaO 160 80 ola ozo— lflso 1do 2 r201,r- Mo Sao 191.o rn razo IAto I9A0 1950 J12.0� 1980 1A7.o f9do I99.0 200o P.EO OX& P.EO. NfOflt 111E Uq5 OF TE %AM OF 1tlME k Pain v O ....r.�.ewu� YYe TTO/IY,. M.011 n0curt6 n LOTUS WOODS BOB AMICK C;HANHASSFN MN EXISTING TREE INVENTORY NIn 0 1,r 10 �i irrrr 2-05-0190 F ""tM Y1�AIi F WW [7 ivo rw r y. Nrraiu � w� j vfath•:,-: \ P.EO DJI.A NA 1µ+T I AY A w UC ppp{Fsp�W- p.ly.pl ` 1 r � umt nc I.ws a nc srATt: a WESOfA \p•• j_1—]+\/-�' P.EO. Yw�mo kl�>7 DENOTES TREES TO BE REMOVED DURING SECONDARY CONSTRUCTION EXISTING BASE LINE CANOPY COVERAGE = 272,164 SF (84X) MINIMUM CANOPY COVERAGE ALLOWED — 177,653 SF (55%) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY do SECONDAY CONSTRUCTION) = 132,898 (41.1%) CANOPY AREA REQUIRED = 44,755 SF X 1.2 = 53,706 SF REQUIRED PLANTING (53,706 / 1089) = 50 TREES LOTUS WOODS BOB AMICK CHANHASSEN,MN TREEINVENTORY SECONDARY CONSTF NO, 11 OF 12 2-05-0190 e 10/2106 A \ \ \ \ \ R Ppp ry. wA. re�.T!f'ii n \ o \�, Igo° ° s► °ate ►ram � � ° O .iris, r e;; ��� � . MA - O ����� �e'� 1► . �;,•� .��i� A lam.. ` - ,fi �e 1 �i O e O (+p) �►O III t` aQ I � I EXISTING BASE UNE CANOPY COVERAGE = 272,164 SF (84%) MINIMUM CANOPY COVERAGE REQUIRED = 177,653 SF (55%) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY At SECONDAY CONSTRUCTION) = 13ZB98 (41.1%) CANOPY AREA REWIRED - 44755 SF X 1.2 = 53,706 SF REQUIRED U IRED PLANTING (53,706 % 1089 = 50 TREES ❑ DENOTES PARK SIGN TO BE INSTALLED SF —SF- DENOTES SILT FENCE TPF—TPF- DENOTES TREE PRESERVATION FENCE O DENOTES EXISTING TREES AFTER CONSTRUCTION O DENOTES TREES TO BE PLANTED (50 REWIRED) RE-0 ORAw � NEISHT CERI/Y 1TI65 PLAN. SPECf1GTgN - P.EO M.LH. WAS PREPARED W ME YE OR ,+10ET1 W pWECf AIPp AND THAT 1 NI A DULY LI mD PROfES5pN11 ET UNDER THE IAN'S OE THE mSTATE OF 1NESOTA acaaD P.E.O. Pol E ONo O/wrwr.a ..+.w aeons- w Am DP4anm L")TUS WOODS BOB AMICK NAN TREE PLANTING & IPRO.ECT NR SIGNAGE PLAN -05-0190 I. A1DA E OWNERS: M$T1 ANLR .b1 FUOrL M11£ MANIAti9A YI SST] AGYI.' ,CN UxL RMLIV RFH 61A1E Wpl Sb EAQKR fi`.1lYI AWO AW NMb/ a1MNAsmt Yx ssn] rwsp wrzfrn xYx OIYNASW. M' SSYd PAL( EU9C55 (�) I!e_0.tU eJo cwlav tFAw Raw trLaAausMw. Yx xan olvsax¢ aRmLn aao aware eFAw awb 1 O/ArMA.S5A4 MI SSJr] I \ 14 ,u I�I�Iwllp���o1s11 1 ul mlmlal Lim 1 1 1 1 1 1 h`a I,aM ly L rv.rmnreu � trW w1-wzpe (N.QVA IINJ \ \J yJ✓ I x \ u ry R:ER 8 cii m)rE' aFILVNM lV` MAIFO By x..p/WIC pamVyyp r& U,,N L1 mr LOT 1 B/k. 2 Tot& Mew - 40539 Sr LOT 2 B/k. 2 Toto/ AFeo - 39915 SF Norocaw Cdavlatlmr: xvdvohv Cdcul.tims: NrveN. Mi � Sbuew. Ni xoa p54Je 4 2W /Fw.. ]e1610 g ]rS ab°F. 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Mar arm m dw.r T rrrMM zv s.eab. re .'eg th. s..th IM a rm seam t . craw e/ uo ro.t mar. w xr m a Fare n M apM um a wYe L>.w.. wM anere NS111 Mr i e bwnp N MaN v1 drpw T mnvfr M wc++4 Ea.l Mm fM part Nmad by m. nfrsfM o/ fM mM Yw oI mV IYY.Ma wM aM Fw rzMf Mncc tlag th. u'rfr IM N dd LYMe. PM w a b.vag Ibu a 01y.s n mbwfr b aiw+N NaK ° wemq a a.m Me ro M Far al by.,ag Ab.r..riene.e LY,eYw w+r. aye Frn Rae erg ao.a m m. a.e .( ewwv Law r M arrd a.wrd fi M amq a u. Rgbbar e/ MM n and N LCamfYl.rsf¢ 9tl,Mf m m iwnnl gvr<r f° ua Namil Mfdr PowY LOTpm' I A/Ll a 911 ] u. N, aENSED uYWT P.E.O O.N.A WAS PREPARED w YE OR UNDER YY mwa SUiEMaSpH µD TwT I AY A WLY PRJIFSSI ENCAxmt 'w LOTUS WOODS E VAIEp UNpER THE UW$ (K iNE SfAiE ly NINNF$OTA k W.U., pY„r lrkY.Y PRELIMINARY PLAT 2_05_0190 xa DATE er Pco° m BOB AMICK oEswwnax raYsaxs p°"' E' 0 . LA E`_ &Yrw a r/ rwwNe 'per CHANHASSEN, MN SHEET N0. 1 OF 12 SHEETS ogre: iorz os , � r 1 I W I 1 U 1 bl l y l 0 1Yl 1 1 1 1� lwlu wl:.lnla 1'1 i 1 1 IRh ' L ftYN-Sm RYn.elly y l EOIyF- i i i hIM-W pre 4f \� w7RYTR a:sctf '- .�L,y T � RHw.vae s n.3�y ^A RIVER I1L0 wY Mp 2 t_1-=lllllff� n� 1 ` 1 1 ;1 r x2B J 1u a jL o� Err 1r1 1r1-1 .MY*3227, �1 Y1g1322 $1a1.1 -1 1 1 1�!0 heG.eo �>o 0 C W,...IIl I — FaW-bm 4W J— w�ersn I Ir�.yYpgn-/p6SI.0 •ww/I I h�easel \ bi31 i-ii/Y "Vidods lY IF t,' , � w�.snn1° ) - rl e'. RYn. FwrPaa31 \er—ai� awlu E s � 2 I YMm ASNEA NQl[E W SMpA?V i t 91ARED L CYAIEMW2I &W !! sow & $110111M l RVGw N " M l \g ----------------------- fi l3i]V \ w Nhr.elz W rY c 7l P �2� E1.YN-$en Sje Fsn.F�4YY M btBY SO V Y IW I30 SPY h Fe IIHgYAWL N TOR HUT M'NWIL IAGLTFD AT ME NlE1i4Cl iD% ILL E RE . ATM - W- ROb. BEVATKN � W2M \ 'o z�0;A 7G mu,� so3i'6 , wNOusH�AsmM W ssirQeOi .Aw \ crH-Ra A 0&47 t►H(i i 1N111EI T. f Rbn. XN.lfi Mr.eF]« �. eo lan.szxr �m �A`j' Rw�.ezxN HOUSE TYPE A t I Sara a a R am mw q L-51 a a ram HOUSE TYPE B HOUSE TYPE C NOTES 1. ALL WATERMAIN SHALL � INSTAI Pn WTH WCTLE NW FITTMGS. FlVT SHALL BE SHA WITH P�L�%PE. L 2 GAVE TRACER W1R91ANL BE NSTAUED MWTH ALL PLASTIC W. TRACER MIRE SHALL BE TERMNATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL C PVC SAWTARY SETTER SHALL BE SIDE! 35 UHLESS OTHERWISE NOTED. 3. ALL HYDRANT LEADS SHALL BE VON CLASS 52. 4. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIWS AS NECESSARY WHERE MW HAS BEEN LOWERED TO AVO10 WHNCT Wl H OTHER UTWTES EKiQlS S SHALL BE CONSOFREO N MTAL TO HtORANT COST. 2 e e M.L.H. REVI EO EASEMENTS k STORM SEWER OESGIED OMW p.E.O M.LH. I XEAEB/ CERTIFY TNT r PWT. SPEaMATiW, OR REPORT ,n THATP'j� �OWy° p�pDDRRECT fJ1cINEER �'�"tl•Y•LO°J IM ex. — LOTUS WOODS _ PROJECT NQ O N.LH. 4 ) M.LH. HWSE LOCATW RENSED LOT LAYWT tlEb3D NlpER THE MTIS a THE STATE a NWE50TA Ham,_.. „ PRELIMINARY UTILITY PLAN 2-05-0190 ND MwJwsv,l BOB AMICK WE BT P.E.O. <NSE a WDe2 DAM. pj�YY r ern•A4 CHANHASSEN, MN SHEET NO. 2 OF 12 SHEETS DATE' 10i2/06 F WL y q E gyyyY S T TTR SECI EO OF F i t � AT TIE M1piffCTM OF FOX T• �) `- ` M�F EVIT�OIIµ—�9a`tB N O_ CV) (/r q 50 O SD 100 150 y 11J Q F66 3 NOTES: 1. ALL WATERMAIN SHALL BE INSTALLED YATM DUCTILE IRON POLYWUPPEA. MECALUG 51 BE COMPATIBLE WIN PVC RPE 12 GAUGE TRACER WIRE SHML BE INSTALLED WITH ALL PUSTIC WM. TRACER WRE SHALL BE TERMINATED AT ALL HYDRANT BREAK 8" PW . 2. ALL B� PYt SANITARY SEWER STALL BE �® DRAM P.E.O M.LH. �+E� P.E.O. KD B IME IRIS RA. PEG UpH.OR RE OR WAS PREPARED BY ME OR UNDEA THY DX2CT SUPERVISKIN µ0 THAT µ A DULY IJ KATED F MNNSKRIAL ENGINEER DNpfR THE UWB Of ME STALE Of YMNfSOTA M` wr ..IH..IWIH..� O III�IMYYM. wA IY>m1T Qp�MTp ftmp w E.. rr,.. _. a <w>+a LOTUS WOODS BOB AMICK CHANHASSEN, MN PRELIMINARY SANITARY WATERMAIN PLAN �y2_o�0190 1H0 DALE BT 06'O6TM Povl E. ott= DGENSE J. 2 DATE, SHEET NO. 3 OF 12 SHEETS DATE iavos �A,pB �0 wl �1 1 1 Gllk\IU\ql„,, 1g�U�U�lollololrl�l�'�•f�,l 7E- Y \ n ,so 3-10 \ amys- \ �\OutlotA a \ 1 8 11� \ t'--- ------ A _ _ \ \ � I \ I LTAP,IS K f I aGEIlE K SIKHSM, \ I I 2 f WL I w� f TM. b Fw-t TCP xur HIARINT LCGIFII AT MF NhAYCMYI 1Y NIf N HLL dtlTE f CNFOf SAOI ROID. EILVATNM - wz99 a \ R1 ..9sla f Waan sea. \ suraearn aS \ \\ cerwnl. o N 3 aw.uMss �L w ss3r J� W1,I9:,Y T. ! _WDOr S— — � — �w nl-w�0. IISA A ROFPiI°a Vy,11111, iin IL_Lit .S L_ ir,K? \ I I I I �SSNA L OUFl.9(M' I R T a IMI99E613E I I 9gVARD AAf R u.tr a sErsr A slmun I ariaaxo r aya9a I p T. m R 1 0411ont INO BNnM1w,. MmFV Cwn TVR. /a1WFA5063.'P '- Caul- iJSJ 2 TAtl 9WmimMbw Bau Court/ T99. /319BB30 13•-CIS 5 A9wgr".gd. Bw., tppl[ Cw1Ma w• MINT 3149.M SM 4 PanIM Bcnw ($w NW T) Mmim.a w..l 9,aa. T� 3. WgFl raR r, .5.a vaa. O.T3i. .. s.• .an R1w.e F aMwn.e a,aw. 9. N ,59unFew 9.v4q .In.m Meal a 9Ma.a ,M a..l ew,lnGlm 5t9nF9 9Mr�,Ma d aM 515.aFaa. Mm p.9m.a M9ma. Ma as prtamea F IM prT,[. d a dly l o rM aly Aw w adbM1ty to �pWn aaWa l wp.aa. a ro � u. �ala,.a�.al d 94• MNCOT s as a. a. t]• 5®a as W A °{-"- N01g LOGiKN RE_ M.LN. o.E.°_ WL M RAH. KEG �N �R EER o FREP w W ME UNDER pr=K " UNCEA THE LAWS OF THE $U,TE OF MINNES°TA .��r.a. "" 9YlVrIrY.• TTo hr++�m ,.y... .:�., LOTUS WOODS BOB AMICK CHANHASSEN MN PRELIMINARY STREET PLAN PRo[cT 2-05-0190 3 ! ) 4L REM LOT U. u¢ wtE gl. �� ucENsc J , 2 wTe SHEET NO 4 OF 12 SHEETS pA1Ei �0/2/� REM9W5 DETAIL A I �g 31a b F I ^i I if 32:B a — J 32:: 11 r;a _ M:< _ 3210 —I JX9 y t A t i yP 0 19 1 \ - 0 \\' I R - 2t5.00 a A sta 07v, - �B B� ¢ 27. y'T 3205 oT�R „ I N f' EE DETAIL A el I h \ Q I Y ! a Yy _32T A1E5: 3.99.4 &NOWAIK Al TE NhR9ECll[N 6 f0X Inu o� a nBlm aA01 ROAa FI£VAII(N - 9X186 50 0 50 100 150 DETAIL B LJ I yO F / 1 441 _ i • J — E� ffE F wt ��� P.EO M.LM. .A5 `� "PE0 ME °" "°`" " °"" so°`R 90H ANO TINT NI A WLY WCEx50) PR%65roHQ i "'°`� �" LOTUS WOODS PRELIMINARY STREET & pXXNEEA UMDEP TIE UNS OG TIE 2-05-0190 4 SPATE Of YNNESOfA O TBrKRNMIW lK T wft(mw BOB AMICK STORM SEWER PLAN xa DAIE OE5UEP110R P° E°® +mn� '.•�' <' .� CHANHASSEN, MN SHFFT NO_ 5 OF 12 SHEETS oA Volvos Fu�l E. °": REYSM \\\\\ Jo O m Im Im 1 1 Y 3 pRl FArS 1 1 1 1 Ir Ir 1" p slEA\\ _ _ JSMMFA 1. to A U gn_IS].N \ a, N v r- raTN RW.' 1 1� 1 , 1 �11 w110 1j' 1Y 1 _. 1, 1 IP 11 1 �S�eb,-Dm \� \ `\ 'v _ TEAM T RNwFANTrncAI AiuowuNEcrAAR a Ir YIYY ar «.. e+'o' 1 1 1 1 11g 11 Ir Is 11 (�oo'if N tl 1 1 11 w�" L - L 111 aB. FIS.Nnp� w.°e W r� rRur wv wR } 1 ' IqF: h11 iN0. BWL F[ IIYJp UILt I1Nt V N l y W fN YA IR AM Trgq, IVIt W U: � ✓ / r ROCK CONSTRUCTION ENTRANCE DETAIL1 w 1 ul " 1 "< 1 m 1 1 1 1 11tl11 1u1.IIu11Im 1 1 1 1 CA I m- c�T�L F i\ \ I 1 1 \\) wMy•> A v y I �gI iObW. dtl1E .'b. sbew C.bF +.a e. 1.0,nMla) � �µ ✓ ` f 7: K \ 1 \`I f! 1 \ t 1 ` \11 pANIAAEH. AM SSIi) HnvYw! B,e.w -V vl,.. ,, A ."I'd 0 6 1 AMANANN' FRo cTYK I ,b. F.AA Aub MrOmJI -� \ Fl�.) S.w. P�00 Fnava,'canRaL 2 :ala °xI. Not J�/L O c SILT FENCE DETAIL CIO / I'jCl�n]v] \\ \\` MADING AND ER M CONTR WM QArr-w1 J 1 I / \ V p I J 11.J I \4� \ \R` \ �A(V�.\lT \ �\ \ 1. TNE wumis OF msTwc UNCE w uwu wa SEMI w AN V nvRonIATE EAT ONLY. THE GOATEE N s¢u DE:mbANF THE I A. 17 E, K IE 6 ALL t25TW0 IIl M B A CYYMIES IIIMN. .1 AK \ \ ro EE ONED Fa ANY ALD ALL LOCATE AM III III � Y a¢ANam eY HISw FAEIIE m dncnr E°GrE AM I'RLTAYF W r AND Au 3 _I' _ �-F \ \ 1 \ zND TIIaNDUTUTKs Ir i :•9 I I i I 1- _AI8 1 1 \ \ \ 1 \ \\ x x«m II I ff FASUAF UN un Fcuow Au FETHE CGH R s nc EI,ANI V;R:LR Y \ _ _ w�rouc III EFERonwNaxT a w�'mE�w�x AuwEcnan�i]rt�A i. N�SHAiL pm w ALL RM.SS].Gp ^+ 1 E>°EF �rYNb I \ \\ \ ENENTs m ¢Y m mm NO MN I WSPFLn(M 1 THAT INpL[E CGIIS I[ YEAW'ES AN -IN ] \ \ I \ TAmm BY BEW WC pM51RIICMN. TIE CtlITUCIBF ApO14YLE0BE5 THE MEAT$ a,- i•n1 nrw` _ ]s �'_ ?. ansB \ Ar I I I I \ \ (� \\ NY THIS P AID AORS m ABEE BY T"Elk \ \)v vQ�-�\�var3J_ rJ um s one NOTED. Wsruun rWBx ry ANr mAoxc AcnNn Rni$JFA\ I ` - \ 1. HL pYMiBFD NrtAS SXNL BE BTIBI® N1N W/OOT SPED SNfNIIE Y.0 gyp„ e�an.n \ \ ♦ (ro M/AaE) MD AINWT III TYPE 1 (E Tpl/AaIE d OTM ANpEAEDE INAEN �]E�Rr.I� I �� I ` !•\\` T,E MEA 4 KIT FACiITIELY anB AI & ) THE MAI wYS FOR acFEs TESSEn MEN ��J xt i. BArs FTW soPF.s 1¢I TO xt Aro n Mn FaF xaPES PUTTER Txw E ..A :7R.ER _ .� f hwnw s nE W MTFAcra sHAL1 IE RESPa59E Ta TEIYanxr proEz NYIHO. a Sr .E.rI-.sa a� ¢nER YEAxs RE¢wIm T) navRE vROPm BRiwA¢ pxNNc \ MrWY] i ` - I AYM RMf �ISBIECIIM Rm. hb M SDI & My EEAAT pDRTIQ I 0. My CEWA1ERtlIB 9iALL E p5C11ARtlD RI A EIWdiAFY SELIYENT BASH. ). THE CENTFA p( SHALL K RESPpl9 FM N.WTENNIAM W ALL EROSICM rrlhit i�r• n n I I /-Y =, r r• 1 r9 I %�� Q3.,- Cp11R1 OENps u VIE E HI A UreNTJaI *c ETAPW L'aER W TH A CENIiTY �E..J ..., t_.. LS..J t_..r c, I I FM-nsr: a°-vaJr a )as olm TIE ERTYE vEFNas AREA YA>»roNUNrE sHAu wo.,mE BUT NOT b._nD.v DIETm ro nE FgLGIYII` ANY -,I A. BpalE SEDIMENT rn Nam AND Nn S WEN HALF Fuu AND UwN xsM,-vun I EA® cx n w casTNucnp+. (- Tz H IIS) ATTIE � - \ Fmisc i sxwsr.' EHFSRY+A.ER s F¢a.Fr c NuleFECTSE I I AIOIAI®A mA-Misr n. AISET Wa AmAR `IOA Ruarts ONE'm THE S'_='�' aL ♦ 9NIBE L IXA4LSW I d ffISY A .SlIQY1S0 IIMIiYD IL 6GYIM I ♦ US1 K SEA / IE131T a THE SET FpQ (ATIW n N WYS) n•�riiAi \ I I I / R M' n y' R � YIJXTWHS1µMWBW rNA TE rEassARr. RI pIKK1C %A,ES \ �1O'r ♦ I I I / Ir r IAm u b Ima a MYCEPUSTllO v SILT ND a AI aR msrWc sTaa SElEPS IVQ 1 \ b M b 1%Y Y pf SYAL6 SHALL IEIIOIED KTFR FApI Rill AIW Iii£CIED IAEAS \ o f D1vFh r AEmA Ea... Y aEANED. ` _ _ _ _ _ _ _ _ _ am Sl6 '3✓ n THE mITRAcrce sNAL1 a A4gRBIE Fa IEFPPD EKSIID NUD b � — — — — _ swFA¢s pr.Ax OF snYwT AxO wO. smEEnT b Ww sxW1 BE Y� V� 1, IElIDl4D 11111M N HWRS tr psCprfAY. U: t 1 rJvti,o . roo.=E 5wN 1 Yr+ry W.I wv.Am ry pug v. THE MNTRACIw soul mllvc-¢r 16JIBIE ALL EIYpIMY FAUSpI AND 1 \ \ , F A„K. .. sr. IN, EEp1ENi Cp1TFCL SEA.vlEs WEN THE sTE xAs Tpt vE¢uTrN[ prrsTr. \\ \ NbrR3).K ynidmupy Taf CAet - ]ST _ \ 6brPIlN C r I y i C^'n`Y avA N °� M IP45NC. FAHECCTED �C SSTREX ANU BEVWMW Fi8W5 " O1NEA WAs�ES5MU5TER. lr- 5 `NI�. AI ..N.,E p4¢S➢ a PRaOnr WB W Si CCIRr WTI IINCY pEPGSK FEwIUYSHTs. w' AN1 31"8 54.1 II. SIaA°E INq d5DO5N CF pL GAXVNF. PM1T AND ANY NAEARWl15 91BSr.V1EE5 L'u"N_ . (A' 4" T) WITT RE W W WIA,AX WM EI W ATWS E E5 ED .ANIl.6T S AI N R.v�lm - W. TO E%TERNAL ARE ANE FF 1RYLN5 AND O1NFA ALES AlC1MM WA WET eE 11Y T _ Aa`. TA 10 A KFMFO AREA Cf iNE 91E b pEIAY IIdID AS Sla. WRl0.Ff YVSi BE CWTAIS All° _ _ _ _ _ Wv, prw O.TX MAS1E RICVfIEY pSpmFL p. NO EWM RiRFASNG R ALL➢am a 9TE NASX AIEAS 10 BE \ 5 3 °wsN bow. �Jwnal aw. 1 WNOIIN I.E WD FQT A A OT =1 I NABS a On1FR WATER POND. 11 STIYIiPll6 SNNL BE A YwYW 6 1E0 FRT fRJH ANT NF(M1A�XVp. PaU. a O1NER MATEA ar 9Fd A I \ Cp..RIJDS •WAI N ) Fin_BtJT1 / �I^l� R i l A _oAW-� rN pncem.m M m. wml.w ea.. AAC S S10ppIlES SHALL I STA IIID WM ITNE E0TT A MN i W%CIN E YULCM °A A, tl^ p'.pwN weyM /Eli M pvlm'm y W a.n. AC1 $Ei FENLE FUME ff WST.WFD MpJ1D T11E BJRCY AI BI.15 iACM THE USL p ` e a+ry Env 4e�. T...M ^.. n• aurlp m r.pi� ACnNTES MAi NRNFp 111E Slp]pllE }}, ,N rtryrwi .uyA.. mntls r u rm tlu n{wvnnl d Ss' bppf / •Y I.i, rA j I V l f I IO in 9^.BYrI 5_.e LmWv Me. b Y M.t r M M 14. MQ'O pUP$ YAY ff UEED 10 $fAYYS STYES TYPICAL RESIDENTIAL STREET s CTIONSTREET -5� _ PR CT NQ O.N.S. RENSED GRADING k mEmn SEWER OPE.0 �(,, I HF]VERi CFRIFY,lWT TIRS PWN. BPEtIiTGnON.'JR REGCRr LOTUS WOODS PRELIMINARY GRADING PLAN wAs PNEPAiEp aw Nc (n ulDm w IREL? s:aER.moN 2-05-0190 2 B N.LH. RENSm ExACYM FASFYmTS d STaY P.EO Y.LN. A R T I AY A DULY IICUdm PROFt�SDNA. EN;tiLER "'"`-'°b�� (PRIMARY) ] N.LN- - UNpER TIE EMS W THE STATE OF ENESOTA P.E.D. To FnBOB AMICKT N. H. urour, GRAVWC d sipM sAFA MW. MM13POCYQT `� 6^""R� CHANHASSEN, MN SHEET No. 6 OF 12 SHEETS +onroe Imlll�lau1141`1 1� 1 Ivll x310R V � �tp 3:60 i J L A?� 3.BtC RM M�Brww) w / \ 1_61 urF-r AE r S \ „-13% � IIVW r � � call -aces u ry 1 I I Y u l y l mw'vl�aG_pAM� 1 lealial'1 1 ;1�'1+1�1,- 1 Y�+PHF o g 1" I lY 1„ 1 IW 1 1 32Z 1 L IolrWA `���7�Nl� L^�7 Ea�a�itl�lArlYAr� I OF 5-000A�RIMr��� i mi I1 MS__Cs. -9BLw NOEL! TRIPLE�RO °a ESES ES 1 RY \ RPa \ 11 rlEr rRw — 1 .OR E..M1Fv l EbrA2N EMI)iE IX5 � •ris lE•n✓✓lii5'il /o fo IE f PR511PlER S I MMfR) G NPBVECi 1 I +E i ♦ 9/NT L WARLRIN I ! BE15Y A BIIFB[IRa ( NONIN M emu I Q - L \•nzr2 i 1/SR A: SMG / J / w a w Iw tw SM h FaM N BENP TOP MIT HNNNIT LOCATED AT n4 MTER4C OF M. ROE t CARET ROAD.FILVAIMX - 94tNL99 fill 11, \\ NhI I I I � \ I I DENOTES SECONDARY GRADING sa vem FamM Iron 9AOE a D.A Fabk Rn 1RDar aee, D In1�pnNatbm Onnq b NM, o.Pu (� Dp v Qs Tine" ®Toy 1n fobs: ERDSON CONTROL FENCE - TYPE I sMM f.va von. w] N Z'm;� F.vo) ,� ERIN OSNCONTROL FENCETYPE_ 2 sMx F-- PeA Nwe b Iw.0 b bWcn WY. mq� smlr Bs. Fne) EaosroN corrrROL a �� � . FENr< _TYPE 3 SILT FENCE DETAIL MADING AND EROSION CONTRA NOTES T. TIE LocAnaxs w Exawc Lr10ERIXPIIO uTMTrts Art show N AN M%10%YAIF WAY PILY. 111E CPITIACTfA SHNL RiTd19E TXE EMACi M BE y NL EDSwO FOR M MD A DM NGES W CH HE BE M BE FULLY Y H* FABIE FOR ANY NA ,11 TE AND wICH WCHi BE OCLASIWEO er TU FAEOaE ro EMCSY IOCAIE AND PRESERVE wr AND NL LRDTwPAID uIUTIE: z WNMA=0 SIWL BE FNIWAR Wn ND 1OLL11W ALL RCOPMTENn OF THE Ii(:,1 NP %USE 0 P T FOR OA CTKN ACIM THE OMTRALTM SHALL W T MEEI(LY ERMM CCNTRQ NEE =M. N ECTWS MER 24 HWR RNIIFALL E n w QV w NORE AND w. NSREC LOGS TUT NCGDE CwRECn. uEAZTEs TAKEN. BY BEtlNMNG CMSTRUCT,CN, M CPIIMCICR ALRNONLEDGES TEE TOWS W TNs PpOAT AND AwEES TO ABW BY TMA 1 ALL MT F S BE NSTAIIED PIWPI TO MY GRAPND ACTMTY PEES OTERWH NOTED. M Au R9TYEm AREAS SHALL BE sMa>rm RTH W/WT sED uPnNE 2SD (m IBS/AOIE) MD W/TOT YNOI T 1 (2 TON/ACRE t DW AXOKRET). EERTRIIIR SHALL BE 24/12/24. THE NA%MIY ME AN AREA CAN REYNN LPfN MEN M MEA R NOT ACIIEEY BRIO WPNEO M T DAYS FOR SLEPES 51EEPEA THAW YI, f4 wn Fw SLw61E1 m St. Aro tf BAYS FPE Yw6 MT1FA TIAN 1R1. 1 1M: CWmK1fR 511P1L BF 129VI56F fOR TPPPf/M PIOi$ PPMG M OT1IErt tE>Ns RFO11RE0 m NSPE RRPaR DRIRIAEE PIRMO G. SHY DETAIEWNL WU BE DIZHAR® m A IELIPPEMY S1DIRdT BAW. 2. TE CwnACTGR 9U BE RESPONS Fw WNNTENMCE OF ALL ERPdLN CCMRP D MS WNl SIZE XA A UMFCgN K(STATYE Wqi RITI A DEM4TY Ci M DYER M PITREE PIRA 4 k NNNTD,MM 91NL MCL14E BUT NOT BE WEED m TE FCLLOW a RUpxE EEDUENT ERCM MNDS M0 NICHES WHEN HN> M1 MO INP1 CMPIETw w cws TON (w m HOua) A IRgYE SILT .E A-AMN REAOIE9 CNE-TMID TM MQHT W TIE WT P M. (MTw n HWRS) c NNNTAN ROC( LCNSTRDCTW ENTRNEE RERAO`]ETT PMIG PNSIMICM'N MY BE MCES l 6 /JIY DE MG a W w MA W MW OR FABINfi SIPN SEERS CL ANa HN BE R MO £p mER EAw RAN D M PSED AREAS C E MT. B TE CwTULTw SHNl BE RESP(N9BLE FOR NFFPWC Eg91ENi NNm 49EACF5 aEAN w sEnnlDlr Ara Ma. SmBErIr t Na sRAu BE nEMP.m wnW z4 HPPs w PscoxERr. 9. TIE LIMIRALTw SHALL msEemr REMov[ Mu TowoaARr ER®w AND sEDMEHT Lox1Ra IEA4aE5 wEH nE 5>h HAs ms tECErAnvE owztt. ID. CCIELTED SEONETT, A AT AM CCKAEE NRLNGS, RWTNC DECUS, PAPER. RUSTIC. FA CCUSTRULTCR AND DEYQIT DEBPoS .0 OMER WASTES UV BE PSPOMD w PRCNTEY MD WST C Y HT MPCA DrvMs REWIRETA M I, . STwAGE AND P]PD9A1 w Ox. GA501ll{ PNNT M'D .WY HAL s AIGWMCES WST BE N PMP.I 9FTH Y IEPAA Tz ExTERHAL WAswa w 1 s MD OTHER CaWTBUCTIDN xa9OE5 N w umED M A DETIrrEO AREA w THE RTE t . .Y LNTLm AS M R41PP Wsr BE CPITANED ND WASTE PR y DIWG DF. NO ENPNE oEwuWID P NLDNED ON RTL WASH AREAS TO BE A LRMYW OF 2w EFET MW ANY N[RAVOS. Pom OR OTHER WATT BCOIES T3 SRCT(PxEE SHLL BE A WNYW w 200 FEET PROM MY WE . PPID, w OMEN WATER BODY. s100PEES SHALL aE STA m wTN IEuvwuP sEo (W/DOT uIx TSD) a MAGI MD u T�HAa FoquED�iT< TA � TM BOTTW wTTiI T wn Facer u u ACWla now P WY BE USED m srABRME SEGP¢ 2 9 18 a M.LH. REVISED CRAPN EASEMENTS ! S10RM -__ - _ P.E.O M.LH. wis PTiriREo A YE OR ➢NDER Ln 5FRO sudQ sa ANp TINT I AY A CULY L'CENSED PNOFISSRNYL ENCNEER ""�"'� LOTUS WOODS PRELIMINARY GRADING PLAN J T M.LH, wAPN^ CIEVPDwnTt 01aE)( THE U OF THE STATE OF MINNESTA. Q—TT-l 9RV wN✓.E 80B AMCK (SECONDARY) IfC 2-05-�19t) 4 ] T M.LH. RENSED LAmUT, INADNC ! S1CWr SE11EH NQ DATE BY OSOBP1pN P.E.O. !momLDETDE CHANHASSEN, MN SHEET NO. OF 12 SHEETS 10/?!O6 POW E DEW { 40DB2 OAE .war w a .•.. r�,rW;"'a-tea d, P �+ • r �y�✓f�i��•�ti�'i• p a a �. O �:�1 O d �O O O.. j'�o O0 ° a° °a 0 0 a;� a � -a+ey o" O a+ � 4� fr fp O .r+�0 . v r,�0,} O • Vie" e° a e e a ° � aae a 4 ego . •`.. ooe,:� ° eei � ° � � e e ° ao.. a A O�f�O �d 04 as Pr�l a O. ��,a00tiq+ pO00e fig` �'a~ ea a� � a w �d O»P•f a a.. (+f" e� t ,1 O O O DESO&D OP M 1 HEAEH! CERliY P.E.O D.N.A. WAS PAEV 4 AIAT T I M A u+Dm THE taws P.Lo. C P.E.O. BIG \ NFr9O.A5 I e � oe aeo wY� AM1wF,trmn rs� ,Fc LOTUS WOODS BOB AMICK CHANHASSEN,MN ■ ■ ■ MIST G BASE W E CANOPY WO AOE - TS•.100 SE (V%) EXISTING TREE INVENTORY 2-05-0190 nw t ea. rmwrkae 1.0 doA✓dr ! 0 bN- 20 26.0 btr- S- AO baesamf %a SO oN HO htr RO m le .a .0 doa✓dr SO 0 e 1ao Ap duffrnuf IRO bb- rao bw✓dr ro0 aotl JI. N 1.0 loo 120 eanrwd 10.0 110 .00d iao 14.. bmeaaod I20 lar ISO wT fl0 ror ISO dx•eccd 10.0 I).0 em.aotl fla /9b lnp DexOao012.0 fm 19.0 baea•oo0 80 1a0 a A d-O 2.0 0.0 uo em•aaee reo TSO m )o0 TAO dax AO 2S0 Oh I 0 ffi0 dma Ia0 T)0 as IAa %0 m 1P.0 %0 o n HO 1. borrOaod 2 . MO MOv4 2&0 O as 12.0 N.0 I80 ssa m 1e 40 0 m •o 0 bax 16.0 %O 16.0 Mo eox too 66 N.0 Wxaced I¢0 by M m IRO UO oM )1.0 <AO as Ido UC oM 12.0 MO aN fl0 <20 ✓ MO MO ® X0 (AO ® !do SQ0 m e 2A0 51.0 aa', IAo 6m I2o 0 o h 120 510 m Pa0 sa0 ewwotl 1a0 J .0 bwavovd 12.0 ootl &..0 oat T0.0 bw 820 bauawtl IAo tl "a axh 12a ood 8A0 det✓M It.,00tl SAO dot✓dr X..0 b' W..0 oat 120 8].0 aN 2a0XA nn0 oa N.O 6A0 va 10.0 RO Ooa++oW )AO Ioi361 n.0 N. /a n.o m 2a )A0 hrffrwf I80 7)0 ehr 12.0 mo h' 12.o rob MO m 12.0 Nb Ba0 baoar>rb 12.0 9.0 no aSp M oak % abatl .o em,.oed IAo /a4 eS0 AO 820 1.0 rot 0 Ao Sao bl /xaef I 0 820 m s 16.0 910 Moak "0 bP NO 120 b 920 t20 lev 9a0 daaa e N roN 9A0 %0 ILtl.O 2(.0 b' ow kn I. XO 73 w. 0 12.0 no w. 4440 °aOaD P.E.a 11ATiHIaP �FffiG tlk5 PREPAREp e. YE OR TAN F o6tccr sldExrsioN kNo i1NT � Au A DULY ucENsm RRaEssioNu EHcrcEn UNDER ME UWS OR iNE STATE fF MN1ESaTA IL�0062 •fIe✓wWr 9aeM, llYTl T '�p1"A'n a.•✓�.r �.N `e •` ® LOTUS WOODS BOB AMICK CHANHASSEN, MN EXISTING TREE INVENTORY PRO CT N0. 2-O5-0190 Na oA>E BY oeslxPnoN oA 9 12 SHEET N0. 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JON vat 80 Ior s 0 hick I8a sno Iap rob s120 /.a 3)a0 )0.0 bk- SlAO 18.0 s)so na w >a %0 5)).0 )fl0 10/r s)80 a 10.0 ION 3]A )AO seao 1flo rot- r 531.0 buffrnuf I60 3920 m v )AO 561p box I80 %1.0 emmevotl 10.0 3B2 16.0 3% IRO /oB %)0 OeawM ISO 5%0 110 389.0 ia0 5960 lag /uY 59J.0 M eeY %0 5920 atn flo IAY SOSO M aaF s9Ao laa for 59So % Ratr- 3%0 emexd ILO lab 3920 1¢ roY 5%0 daxaeM I1.0 59A0 AO ba]0 IA r0 O 00 ;as 1 \ills.-_°! 0 E \ 1 I OVED 2 \ 1` I 1 \��\ #�! 7<�� DURING PRIMARY CONSTRDENOTES TREES TO BE UCTION Gas Sm�� 13 EXISTING BASE UNE CANOPY COVERAGE = 256,130 SF (77%) MINIMUM CANOPY COVERAGE REQUIRED = 152,286 SF (46%) . r.�.r z ' 4:{.H: SOT Iw.°,f. Gkp.,R¢MINT4 omwm DR•w P.E.o 4.LH. P.E.O. nENEar cEmm T T T m R , sREwkwTaN, oR REPOHr D RTMRETP A WLTm4 � P�RJE6 O E°xCNER UNDER THE IA a DE HE STALE a 4WNM �-= •-> �TTO p , ,�! ueeuTo E y , �° m LOTUS WOODS BOB AMICK CHANHASSEN, MN TREE INVENTORY AFTER PRIMARY CONSTRUCTION PNQiCT NU 2-05-0190 xDI N,TE VT OFSddPTION �xsaNs v°° °" ixcNs[0oez D SHEET NO. 10 OF 12 SHEETS °A torLos \\\O /III, I `\ \ \ 1 a�\ \r• I\\ wW10 r'v-y-e-y-y-y-'^ DENOTES TREES TO BE REMOVED ` DURING SECONDARY CONSTRUCTION \\L \ yJLJ,� I I\� \ I�(IiiWilliIll111 l l l l) I\ \ \\l I \� EXISTING BASE LINE CANOPY COVERAGE = 256.130 SF (77%) MINIMUM CANOPY COVERAGE REQUIRED = 152.286 SF (46%) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 129,789 (39.2%) CANOPY AREA REQUIRED = 22,497 SF X 1.2 = 26,996 SF REQUIRED PLANTING (26,996 / 1089) = 25 TREES 2 1371Y.LN 3T¢n TU1 T mmaTaEm°r P.E.0 D.N.A P.E.O. WAS PI✓fP BI ME-M UIIDF,A'W DWGT 5UAUHAsiCN` µD THAT I AM A DULY ICENSEO PNpFFSspW1 E jNEEp UNDER THE t o O THE STATE O MINNIMTA ~� PTTO=..-, tilmp�+m ..,,_. ..,,., '�+""� LOTUS WOODS BOB AMCK CHANHASSEN MN TREE INVENTORY (AFTER SECONDARY CONSTRUCTION 2-05-0190 N6 DA/E BY �DE1gN PO 1 E. IX1°� UCENSE,.DD62 rHEET NO 11 OF 12 SHEETS Tor2ios 4 r W-wr'sy� vv O 9 w �► �6 O v A 4 0 1 ,l 1 ►... � ,ter y, ., d:0 y O P00�'�� 'rl,a;10 •�, AO O Af 00 O r'lY1s ` I{I� I���� • �]] 11 lei4► 44" I EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (77%) MINIMUM CANOPY COVERAGE REQUIRED = 152,286 SF (46%) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY k SECONDAY CONSTRUCTION) = 129,789 (39.2%) CANOPY AREA REQUIRED = 22 497 SF X 1.2 = 26,996 SF REQUIRED PLANTING (26,996 � 1089) = 25 TREES O DENOTES EXISTING TREES AFTER CONSTRUCTION O DENOTES TREES TO BE PLANTED (25 REQUIRED) (32 SHOWN) P.L0 WLN. aca® P.EO. LOTUS WOODS BOB AMICK CHANHASSEN,MN TREE PLANTING PLAN 12 OF 12 SHEETS 2-05-0190 Item Description Non -Scannable Item -C Folder Number q J � ®� f : BmEadB9W.,tBBd. Folder Name Job Number �-3aac Box Number 0 b3� OWNERS.• ROBERT AMICK 581 FOXHILL DRIVE w \ PROJECT CHANHASSEN, MN 55317 AGENT. 1 LOCA77ON -- \ KARON REAL ESTATE GROUP JON LANG RON KARON \ 640 CARVER BEACH ROAD LOTUS CHANHASSEN MN 55317 CHANHASSAN,TMN 55305 1 1 �� 1 t.;A 1 ✓��5 ems ram+ oPo �� (763) 4JB—OJ55 LAKE CONSTANCE CERVILLA p \ 650 CARVER BEACH ROAD 1 1 1 `' 1 " 1 1 10SEPH G. III jbAO �BE� 1 CHANHASSEN, MN 55317 1 1 1 w 1 1 1` 1 ra 1 _. 1�, 1 .] BAR O,02/ Ex.Ml�anl A �1 x .Rim=927.34 PAUL EiDSNESS Li to r� �� �� r " / Inv 901� \ 630 CARVER BEACH ROAD 1 O, 1 �� , ra ` �' \ CHANHASSEN, MN 55317 \ *� 1�� 'M ��. �1 p 1 1 DY $CHLU 11t� 1ri'ALE N�E,H�IF 1 RA I 1 1 , rant smrFr , C'; C) 1 D EA rx 1 X . I 1 cone ' �,1- 1 1 1 1 1 1 1 r-A 1 1 ' co Ex.M�—San l Rim=V68.96 \ i 1gI \4 1 (311` 1 NEI 1 Inv=-9 8.50 \ ym ,r �❑ 1 0 �m > 1 1 RK -A fRIE�� I Ex.MJwtu 1 Alm 1 "t AI 1 r) Ytim— 0.63 C. S pRON L ASH j 1 1� Ex. hf i Son S ... Te ge 0 50 J9 \ o SH rl W 1 1 Rim= 61.57 l \ 'sm Inv--9 0.1.3 40 40956 S 157� F. \ \ a arc rc UJ Ex.MH—San —.A Rim=938.62 16320 SF. lnv-928.57 39915 \ .( V 1 \ \ w •lam \, \ l \,_ delineated Benchmark 7NH E/ev=942-96 (M a V D. 1929) VICINITY MAP A,57�p 4f tigls09 Imo... .. 11 A )I /r) vrl /i V L / \ rArr \ C.tL.A�v1-7 \ NOELL.E W. SWENSON T)I L r- \ \ /' ),n iA/AI \ A Tr-C' \ NOTE. • WETLANDS DELINEATED BY POND \ K✓OLHAUG ENVIRONMENTAL SERVICES COMPANY edge of pond LOT 1 Blk. 2 Total Area = 40539 SF LOT 2 Blk. 2 Total Area = 39915 SF Hardcover Calculations:: Hardcover Calculations:: Structure Area Percent Hardcover Existing House 958.58 SF 2.36X Existing Garage 540.59 SF 1.33X Existing Retain Wall 50.84 SF .13% Existing Shed 103.24 SF .25% Existing Driveway 665.91 SF 1.64X TOTAL HARDCOVER AREA = 2319.16 SF TOTAL HARDCOVER = 5.71X Percent Structure Area Hardcover Existing House 2846.10 SF 7.13X Existing Retain Wall 90 SF .23X Existing Driveway 4674.2.5 SF 11.71X TOTAL HARDCOVER AREA = 76f0.33SF TOTAL HARDCOVER = 19.07X _. .. .._._. .._.. _. rt a7 Fvi v. nvaune.vl• & SHARIE L. CHARLSON I & BE7SY A. SWEDLUND i i LOT 3 Blk. 2 Total Area = 59792 SF Hardcover Calculations.: Structure Area Percent Hardcover Existing House 3220.48 SF 5.39X Existing Retain Wall 188.83 SF .32X Existing Shed 292.57 SF .49 Existing Driveway 3053.53 SF 511X TOTAL HARDCOVER AREA = 6755.41 SF TOTAL HARDCOVER = ll.30 X RICHARD M. GORRA & LiSA K. SHEA DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I 1 �4 o 5� � o _1 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT. EXISTING ZONING — RSF Scale In Feet TOTAL AREA = 7.6-6 ACRES Ex.MH—San Rim=904.05 inv-898.47 0 denotes ilght pole 0 denotes power pole denotes guy wire denotes gate wive '6- dsiotes hydrant III denotes rotor serwae DENOTES BUILDING SE7BACK LINE 30' — FRONT 10' — SIDE 30' — REAR 75' — LAKE PROPERTY DESCRiP71ON: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows. Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fem Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less to the high water mark of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of 1• thence North 89 said lake to the South line of said Sectiondegrees 31 minutes 29 seconds West along the South line of said Section 1, a distance of 950 feet more or less to a point in the center line of sold Lakeview Drive distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fem Road; thence along the center line of sold Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fem Road being shown on the plat of CARVER BEACH on Me and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, CITY OF CHANHASSEN Minnesota, described as follows 0 Beginning at a point In the center line of Lakeview Drive, distant 243.518 feet on a MAY 0 4 2007 bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fem Road and Lakeview Drive, as designated and CHANHASSEN PLANNING DEpT delineated on the Map of Carver Beach, at Long Lake according to the plot thereof, on rile and of record In the office of the Registrar of Titles in and for sold County and State of Minnesota, and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 23 of Carver County to the high water mark of Long Lake, thence in a Southeasterly direction along 150 the high water mark of Long Lake 115 feet plus of minus to a point 100 feet at right angles to the first course when said course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. 7hat lies Westerly of Line A described as follows. Commencing at a point in the center line of Lakeview Drive, distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fem Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on rile and of record in the office of the Registrar of Titles in and for said County and State of Minnesota,* and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of sold Section 12, a distance of 530.06 feet to the point of beginning of sold Line A to be descnbed' thence South 03 degrees 01 minutes 32 seconds to a point 100.00 feet at right angles from the South Line of said Section 1, and said Line A there terminating. AND Outlet A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record plat thereof. U9Nj AMICK PROPERTY: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly from the point of intersection of the center line of sold Lakeview Drive with the center line of Fem Road, • thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus Lake), thence Northerly along the high water mark of said lake 25 feet, more or less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fem Road being shown on the plot of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern Sates Power Company July 22nd, 1941. Beginning at a point in the center line of Lakeview Drive distant 20.172 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of said Lakee4ew Drive and Fem Road as shown on the map entitled. • Map of Carver Beach' according to ore plat thereof, on rile and of record in the office of the Registrar of Titled for said County of Carver and state of Minnesota, • and running from thence along the Southerly line of Fem Road on Searing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus foot to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first course, when said course is projected; thence on a course of South 75 degrees 07 minutes 00 seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive and Fem Road, • thence along the center line of Lakeview Drive on a course of North 22 degrees 21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing 2t' .icres plus or minus. CERVILLA PROPERTY• Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly direction from the intersection of Lakeview Drive and Fem Road, and running from thence on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to the high water mark of Long Lake; thence in a Southerly direction along the high water mark of Long Lake to a point distant 375 feet at right angles to the first course when said course is projected., thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to a point in the center line of Lakeview Drive Distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of Lakeview Drive and Fem Road, • thence along the center line of Lakeview Drive on a bearing of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled CARVER BEACH, according to the plat thereof on file and of record in the office of the Registrar of Tit/es for said County of Carver and State of Minnesota. Subject to an easement granted to the Northem States Power Company July 22, 1941. Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows. Beginning at a point in the center line of Lakeview Drive distant 121-029 feet Southeasterly from the point of Intersection of the center line of said Lakeview Drive with the center line of Fem Road; thence Southeastedy along the center line of said Lakeview Drive 25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or less to its intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above mentioned Lakeview Drive and Fem Road being shown on the plot of CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22, 1941. Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with the center line of Fem Road,• thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes East 24B.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake); thence Sout herly along the high water mark of said Lake to the South line of said Section 1, thence North 89 degrees 31 minutes 29 seconds West along the South line of sold Section 1, a distance of 950 feet more or less, to a point in the center line of said Lakeview Drive distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fem Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fem Road being shown on the plat of CARVER BEACH on f7r a and of record in the Office of the Reg;sfror of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 2Z 1941. 1 9 18 O6 M.L.H. WETLAND BUFFER AND EASEMENTS DESIGNED DRAWN P.E.O D.N.A. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. web Site. www.ottoaasoeiatescom M9WestDhils5wnSt S Ph.(763)682�4727 Fare17631682-3522 Engineers and Land Surveyors Inc. LOTUS WOODS BOB AMICKPRELIMINARY CHANHASSEN, MN PLAT PROJECT NO: 2-05-0190 2 3/8/07 M.L.H. REVISED LAYOUT 3 5 1 071 M.L.H. REVISED PER CITY REVIEW NO. DATE BY DESCRIPTION SHEET NO. 1 OF 12 SHEETS DATE: �0i2i06 Paul E. Otto LICENSE # 40062 DATE REVISIONS c� p 1 1 a c 1'-�3,' 1' J BAD Qn 1G, 1tU I cJ b 1 toLU� .�R 1 1 dtl 1 TIDYI 1$ 1 61yµyHgLE RA E.H L 11to riIv, 11� ^OCEAN�lA �� 1 1conc1 1 1 , a 1 1 1 1'R 7-San ... 1 a� 1 L-< L Ex. VWN Rim= 68.9 \ 1 to to 1 •�i 1 31 1 1 1 FRI ENE 1 1 Inv-9V8.50 \ £ J 1 1 1 1 zc- 1 1 1 TK ��{1`V1'fm— 06J '\ C aC 1 DID , 1 .1 ,tnI P f bit. ' rock- A r Y Ty ge oS i �' ret-w $� AROtmn 1 Ex.Mii� San $H 1 rl< '� (� 1 Rim- 61.57 \ ' Inv--9 0.13 _ k0 \ 3159 y1eT o \60 r , a m r � - A Ex.MH-San--A Rim=938.62 — — —'� 1 LL:g61.5 \ m \ lnv=928.57// fIN Benchmark \\ \\ \'``- ell nd 7NH \ \ �050�9L r i g53 \ De9c942-96 (N.GV.D. 1929) R X \ \ i\� ... FASFMFNT /1 Aii 1Iv'Ep Ex.MH-San ..n Rim=927.89 1 8 01 06 D.M.S. REVISED GRADING & STORM SEWER 9 lq/18— /�M.LH. 1REVISFD EASEMENTS & STORM SEW REVISED PER Cl Hq,I,s gY lnv-922.90 I f h T^�1, c1 L r _G / F),n IA f v�vrriv r^rArr^ Ex. JO RCP — W.Inv-917.98 E.Inv=-917.03 OCS— /1 I n -,-;, " Rim=923.14 / 7 fl1�j��Tnf) i f�Tr yS fn I NOELLE W. SWENSON N.1nv-917.95 SInv=917.44 W.lnv=916.41 E.lnv-915.92 Rim=920.94 p lnv-908.29 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED P.E.O. Paul E. Otto VIVA\VV /VL & SHARIE L CHARLSON I ,{� BE7SY A. SWEDLUND f n AI T � ly web Site: www.offoassociatn.com TTowest Division St.BuRalo, MN 55313 ?SSOCIATES Pb: (763)6824727 Far (763)682J522 and Land Surveyors, Inc. 1 �2�5 i1 G. III Ems' APA 27 Ex.M an 3,.� x 927.34 1 _ lnv-901.80 I RICHARD M. GORRA do USA K. SHEA LOTUS WOODS BOB AMICK CHANHASSEN, MN Ex.MH-Son Rim=904.05 lnv-898.47 Rim=906.16 Inv=897.94 I I I HOUSE TYPE A F----� I I HOUSE TYPE B I I � HOUSE TYPE C 1. ALL WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. (PROJECT NO: PRELIMINARY UTILITY PLAN 2-05-0190 SHEET NO. 2 OF 12 SHEETS IUm1M. 10i2i06 �m 2 E 2s�V I-j 4q OH °g r CCJ 2Z v 31 `m A\ i t-0% / .F%N exd/ ex. gravel1w s o j Nr o o 78 a Q a r 7; ,52146 oHE i� �• 1 / W �c \ OHE y� •'/ I 0 \ SO J...J � F Sry ?ej H2 PAS j2,12T. 8. )b p B GV }00 _ UNDER THE LAWS OF THE STATE OF MINNESOTA. 181285101, West Division St. CHECKED TT Sulfalo, NN 55313 DESCRIPTION P.E.O. W SDCIA7E3 Ph: (763)6824727 Paul E. Otto Fax. (763)6823522 REVISIONS I LICENSE Al 40062 DATE: Enaineersand Land Surveyors, Inc. BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 E � �j 950 940 930 920 910 •iR BOB AMICK CHANHASSEN, MN & WATERMAIN PLAN SHEET NO. 3 OF 12 SHEETS 2-05-0190 10/2/06 A Ti \ io , a , L, > 1 t FRIE�LINE RK rect-kr\' 1 F+ wall lIRON 'S\EN CLp5H MI Garie -464 he 1 � OHE LL.961� a / Ex. House o \ delineated � B 8 O shed Benchmark _..` ` / V �.•.-4050 SF- ` (REMOVE) 77JH E/ev-942.96 �.. _... \ \ \ 1� LL=953.5 ex yit dIY (N.G. V.D. 1929) x \ \ \ r - \ - Outlot A101)p�` e�_ house A' � o --\ 0 ✓ON LANG 1 640 CARVER \ \ 1- T 1 1- T 1 ICHANHASSEIV, \ �• _ _ ex. bit. d/w Ay140 \ si ..nh VEh o \ E \ 2 V ) \ 2 \ \ 011- cy'4Ny \ \ ex. grov�/w i+AL7r vnl\VLl�\r'1` L:Ln rA1 /'r7r 1 \ \ o C U) 40 SemG. III G. ETZ 4, TJ �o, 11 �% & a H' �� �pY cl� .{LU�TER 1 1 'i 1 , 1 �! HAi 'TJ ,c� 1r LE ' E_�LE ' RA ' t N , CKI E A�E Nn� pEEAN�� `x conc. /, o v rock—' ' <r 1 , x ret-wall A POND \\ :::.-13.2t \\ \ \ garage garage \ house MATIHEW T. & �OODS_� — rock ref-waA-, USA A. KOEPPEN v Ex. Q9 — — td Rim-gga3pp.. �•.� lnr-927 I \'��:.. ex, surmo ntable Ex. L'B \ Rim - Minn r-92933pp8.f953 &gutter W.In v-924.03 � L_k/LkA L_,.4Y C. 15 FE \ CUR77S I CHRISTOPHER S I ROBERT C. HUIBREGTSE Inv=92290 W. SWENSON & SHAR/E L. CHARLSON & BETSY A. SWEDLUND TRJl r \ I I I RICHARD M. GORRA l \lr L_L \ ," )/11A/A 1 \ . Ivrr1V \ r- A rr^ E v'lnl E.: POND pond-"' o \ — edge of pond-' �..... \--Ex.15"CMP \ N.Inv-917.95 A 1 S.Inv-917.44 r ; i 14 edge of \ L- Ex.30"RCP ---. \ W.Inv-917.98 "'� Elm-917.03 \ RICHARD A. =922.11 mRi & USA K. SHEA / Ri' 5017 delineated wetland • \\ rock ret-walls BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 PL CL PL 25' 25' r' to Back 14' to Back Wear Course to be 1/2" Above Edge of Gutter 14 r 1 j i 3.0% 2.0% —'+'1 "N\— 1.5 : 1 4" Topsoil, Seed LL 1 1/2"-plant Mixed Bituminous Wearing Course & Mulch or Sod. Type #41 WEA50055B Surmountable Tack Coat - 2357 Concrete Curb 2"-Plant Mixed Bituminous Base Course Type #31BBB500008 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.28 Select Granular Borrow (See Note 7) NOTES 1. Right -of -Way Required - 50'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based on the test roll. TYPICAL RESIDENTIAL STREET SECTION-5200 ^ -NI ' �.-_Ex.30"RCP ;�-� v W.lnv-916.41 OCS----'� /1 1 A-,, Rim=923.14 / rli A j v F In 01 p in I Elnv=915.92 � � 1 � A.- nv i i✓TEA r r-j I Vv O 1 9 18 O6 M.L.H. REVISED EASEMENTS & STORM SEWER DESIGNED DRAWN P.E.O M.L.H. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Web Site: www.oHoassodates.eom LOTUS WOODS PROJECT NO: 2 3007 M.L.H. HOUSE LOCATION 3 3 S 07 M.L.H. REVISED LOT LAYOUT CHECKED UNDER THE LAWS OF THE STATE OF MINNESOTA. TTo 9 West BuftloDNN55313 PRELIMINARY STREET PLAN 2-05-0190 4 REVISED PER CITY REVIEW 5 1 07 M.L.H. P•E•0• sSOCLATES Engineers and Land surveyors, Inc. Ph:(763)U2.4M7 I=(763)682.3522 BOB AMICK CHANHASSEN, MN NO. DATE BY DESCRIPTION Paul E. Otto SHEET N 0 4 0 F 12 SHEETS DATE: REVISIONS LICENSE 40062 DATE: . 10/2/06 Q ,30e DETAIL A 50 0 50 100 3A0 �14 �lry0 Z M cJ \q I 5e mm O pfE '�71 o lD CJ I C� r7 r7 �'�' -? ex. it d/ I ex. gravel1w00 + to a N I j21 d -KPI Sta c I I N . I D=19 631" - $w I R = 22500 5 avE°�° d L= 76.35 o I Sta = 3+28. / S#a-�L 5 a I to = 2+ D = 16'55 7Ji = 15'58'22" 08 = 0'01' = 345.00 I v _ a - - = 225.00 I = 225.00 = 96.18 0`° i' i .:214 �, I L 66.44 = 27.5d��/ J2;J' c GUTTEZI�ry - - PROPERTY j242 0 2+n � 3+00 ° rnro ---- I M / z7z�r(1ja .:209 j MI • `-) vJ 32oe W UJ v fi x. bit. d/w LL 0 J Z_K J o L1J a �� 3205�IW2�.1c�• 3205 Q �Sor �O J I _.:204 o 14' SEE DETAIL A r, m; - - I J Ji 3202 g F .:20; ea�� ASV by ° 2 :1� m j200- Ci SCALES: ; ; co 1" = 10'JVER - / 'w 4 4 1 ! J v C\ V` -4v 150 DETHIt_ t$ hQ 1 � 0 � � -t63k, .�v _ �-- Ige of bit. �I ( cos �o r � � r XC NOTES: 1. Grates to be made in (2) PIECES 2. All metal shall be hot -dipped -galvanized Ift BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 1I crn Q 0 ono° .rah 'os�i W�c �- p 1\ C, IBC �CcC /a^� I a See Detail A -A r57'0 O.D. I 1/4"X1- FLAT STL ---"� - -rid -- - _r - --- / ii' - -- --- z- I -r---- - -r- i -T r----r--- -- r----- r-Q -o-1-----r---------i-----T----� I.......I.......I.......I:..... ..... .... .1.... .I...... 15"RCP x,: 15'PVC I ad a0 I: N 1------1N =ViI:I:::::::I:::::::1----- �� M . 01175 48" . ..... .I... - I.:....: :::::I:::::::I:: :::: p:::= Ir...::: 980D$ _ _ . :::::: ::::::: ::::::: ::::::: ::::::: .. m� mom 1 ,:. ----1---� �-I--�----L�-----J------1-----L-----��-------1-----1-----�1---�--1-----L�--•-- - �-- � �- - � --1 - - - - ---L"----1-----1--�----�.---�� 980 :::• : : I : :. :- :::o. :. :. .::. .: II :. :. -:. :-::-: I ::: : : : : II :: :::::: ::::: IM::: :: :: :: :: :: I : :: ::: :: :: I.: :: :: ::: :: : I -: . . .. .. I .. :. :. :. :. : . . . -. .. .aN. ao: : ........ .i : . .. Fa 1...1..1...1VI:SA:=:4:+25.D0:j...o..---3.. I 0I ! I :: : I " SMOOTH Bco:::::::1 ::: VI: ELV :: 94.05 :::::: f o.c. EACH WAY I : ...... o° 1.....:: ... RCP0 ? 29: H4) 1/2" a-13 UNC970 I LI= 100.00 1rn: . . aao. .-. . I 0 AC 970 4W----- ex Head Stainless r. .- STEEL PLATE Steel Bolts With---7 .7 - -�r----1::-.: r�IIIr:-_ETI: :O :6-I::-T:1 :riI: :-41-:--::--:--:-:-:..:.:.:. .I . ' I 1/4: +50.00 O Nuts and Washers . ao :::I : : : : :Fn wI. N :� a" E 57.4Vpl_ELrZ :T::IRCP'FES' : I a. �U WfT22ASFGUAtD :: I ::::::: I : 1+ ......5::::: I! ?:::::: I ::z : :::> o : ::::: RIP P I 1s" 11s" 11s" I� 11- ._._... 12 960 j ::-933.50 II960 -.....................-5-- : I1 I1 ...-. iI-:-:.-.:.::.......I..:..:-....�...... i.- ....-..�......:' ij..'-............ j1......-...-_......--...--.... Ij--...-...... -...�...N...... 1...z...3-...T...-...-...... Ij �Pf DETAIL A -A o w�...RCP! ® 0-0�5 ......: : : 1 ?8"OpOFORIFICEI ..._ :::r . . . .::::::._ . . I . . - 93200 ::::::::::::::C3„- itRequires -931.50 .... - ....... Piece Grate Drawin�IORIFICE:.:�::::: C3, 950 .... w- - -- 9 I1 950L----- ,......:I::.1 ..6" 4. : : :: I :::: 1 1PROPOSE CENTERLIN PROFILE ' . . : I I I I :: I I I --. . I--. . 33.so CON EwEIR . - -- EXISTING CENTERLINEROFlLE :�: .. .. AILI- 1I'1 . I . j....... 1. I - j..... j..I.. ..: . --- ....5p Q.940 940 7_7 711 - =:r:-- :-::-:--: =:I - -:r=:_:- :T _-_-.:-r::_ h:28 LF 15" PVC .=-__.-- � OUTLET 1 11 Qo:aI::::::PIPE INLET DEILB -0 COIN :I 926.50 PIPE 928.00 I I:::::I:::::::I:::::::I:::::::I:: ::IDETAIL:A.. " I' i.......1....:::1:--- - I:::::I.......1..:..::I:::::::I::.:...1.......I:::....1.......I:::M:::1.......1:'::: 1: 1:::::..1 :... Q...x I.......1-::::::I::::: i 1 930 - �.......... 1 66 LF 15 RCP CONC.930 ---------I-----i----- -7 . . ... ----i _ - _ -�--- _ -I-- _ --+-----F--- _ -I-- i ---------I----i----- - - -- -- _ - i - _ - _-I-----�-- _ --I 0 6.06% TO MH1 : N. 1I .. I1..............I1..............I1..............I1..............1.......:..:.:.:...:I:.INV=925.00 N WEIR :1-4(SEE DETAIL) r I.......I.......I.......I.......I.... I 1 I I.......I.... I-......I.......I.......I.......I. :....I:......I:......I..::.. I I 1 :::::::1---::::I:::::::1:::::::1---::::1:----::1::---::I:::::::I:::::::I:::::::I:::::::I:::::::I: :::::1:::::::I:::::::b:: ... 15 . CP FES I 920 .... 65 " W 5. ' G . _CL.: 5 I :::: _ :: I NOTES: MondithiCon I 920 -----1------1-----L----1-•----1-----L-----1-----1------L-----�J------1------L----1-----1----1------•�----�--�L6_5-LF-151_--��- �-L------� �-�"-� Poured Con°rete ui RCP 40 1.0 7. 1►Nv 9Z2-0 - - 1. Standard pipe bedding required on both inlet & outlet pipes. I.......I.:::.::I:.....:I.......I......... ....I .... .:::::::I. NI. ..Q.......�:......I:::::::I . .ch ........ !:::::::!:::: :!::: ........:.1..- :::::::!:::::: !: :::>�I.i::: I:::::::!:::::::!:::::::! CITY OF POND OUTLET 1 : : 1 : : : ::: : 1 :::: : : : 1 .:: : : : : I ::: 1 : : : : 1 : : : : : : : 1 ::: : : : I :: :: 1 : : :::: _ EXIST. WM : . : I : : : �z 1 ; :=EXISTI SAN SEWEfk ..... • I CONTROL N TR 0 L 1 910 I .. .. I .. .. I - ... I I I I - I I I I I I - - - I - - - - . . . 1 : .. . . I CpOSSING . . . I . : . . . a-1 .. . . . I - - CFiOS13ING . 1 . .. ... . 1 910 --.--._T-1--.---T--._-.� _-_-1--_=.-T-.-- _-_�-_---1_-_-_-r.=-._-.-r--- _-1--_-=T-_ _7.77.77.77.7-1---=r=-_--_-.--1 .-._'goT-.... E - - - _-1-----T-.=_._-.� STRUCTURE ss�� 1 T..WM: . I :.::::: 1 ::::::: I .::::.: I ::::::: I .:::::: I ::.:::: I ::::::: I :...::: I ::::::: I :.::::: I ::::::: I .:::::: I : ::::: I .:::: EXI$T.:15W RCP :: : I : ::: CR SSING.... I :::: I ::::::: I REVISED: 1-00 I golao ::::: �1(a ::::: i.lCD ::::: �.Iri ::::: �I,; ::::: �I� ::::: �lua ::::: ol� ::: evll:::::: er)I�; :::::: I ::::::: I ::::::: I : ::: I ::::: ST M- SEWER : 1: 1 ::... :: I ::::::: I ::::::: I ::::::: I M- _ LATE No.. aoac?.....ten-----no?....-rno.....c� Mao......-ao-....rnr�.....�o.....ao CRS$WG:. EXIST.- N.SEWER- 2 97 P 3109 1..�I�.....0010,.....�1Go ml�..... 1�.. Imo,..... 00I^.....�I�.... I� �Ir;::...:1:::1 :1 :I::::... ::I:::::::I.. 1- ---- 1---::::1 FlLE NAME:393_3109 900 ..... _ _ ...... ...... .... _ ..... CRMJJGG:.... . I : : i :: MIM - MIM MIM .. ,n1,� .. �I� .. ,n1� .. �I� .rim .. : �1� ..... rild . . 1 1 1 : 1 I 1 . 1 . 1 . 1 . 1 --------°>'°'-- °'L°'----°'-1-°'----si-0 -- c'�°'----a-'°i----2!i_0 - e'ia'----01I°1----°1ia'----L----1-----I- --- -- ------ --- --- -- 900 -1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 1 5/1/0 M.L.H. REVISED PER CITY REVIEW DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, Y DIRECATION, OR REPORT Web Site. LOTUS WOODS PRELIMINARY STREET & PROJECT NO: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 1rww.ottoassotiates.com P.E.O M.L.H. AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER STORM SEWER PLAN 2-05-0190 UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 WestDivision St CHECKED I I Buffalo, MN55313 BOB AMICK N0. DATE BY DESCRIPTION P.E.O. Paul E. Otto SSOCIATES Pax (763��22 CHANHASSEN, MN DATE REVISIONS LICENSE 40062 DATE: Engineers and Land Surveyors, Inc. SHEET N 0 . 5 OF 12 SHEETS 1 0i2i06 is fit: •t yt: •t... • �•tn�ld-•1-, .'�r:•ny�y�yr. r t t%lijli�li�l•, � t ��l�•r�7�•t�•. � . � yl ♦�ti� r �' � � •n �n •n •i fir. c ,Agal • �►�~ ,,,,,,•-''��~�'��'��rr�-`.- •.#fir �,� - �r a �i � � 1 ��•�,�-� �+!��, • -� 'ter w �� 7 MOM ziii sio , "rim, MW or VIIIIIII ', � ��� '� � � � ��\ '�•� `fit � �� � ��,,,, =� r,,+ �. �N- der.-s y ��� � � � A .• %v�T*�``- �"����'�`�>/� �� , I �- -'. :Ok' �.. .1q1lI SIX- r � wn�.�it�Ar�w I , a e \� �`� _�ry���� � a.' r _ Y`...'.:. • �-...•.��, ....•....ter,.'- � .-••���� �i � ���.���..�..._.�._- i1. >t a p S � ma In _ql I r � C r 0 0 50 100 1 Scale in Feet -8=934-- 94 `40 �9 BENCHMARK: TOP NUT HYDRANT LOCATED T-938 AT THE INTERSECTION OF FOX HILL DRIVE &CARVER BEACH B93 ROAD. ELEVATION = 942.96 936 RETAINING WALL DETAIL '55317 Recommended Toe -In Method Set Posts Firmly (Post Shall Be Oak or green treated) Fabric per MNDOT 3886, Fasten with Lath, Nails or 4•-0� Staples. Color shall be international Orange `6" Min. Depth AQ Dig or Disc Trench Q Lay in Fabric & Backfill EROSION CONTROL FENCE - TYPE 1 Steel Fence Posts shall be used to \ �1 Support Snow Fence (Woven Wire may Substituted for Snow I \ \\\ Fence) 0 , �\\ o ,�^ EROSION CONTROL \ c • \ ' �� $ V0 v • FENCE - TYPE 2 Steel Fence Posts shall be used to c Tj Support Snow Fence (Woven Wiremay Y be Subsituted for Snow Fence) Silt Fence •r ;••"�•• , --•- r _ lm, ar straw Balee house ,•:. _ Two rebam driven thmugh bale M.V to 2.0• Into the ground. ' \ \ \\\ \. \\Z •'__, •'~" -" ••` Boles to be renewed 6' belo. grodc \ t EROSION CONTROL Boles am to be Mae with a FENCE - TYPE 3 Non -Deg odot le Material. SILT FENCE DETAIL 42 � • s2s.o \ \ '\\ 'a GRADING AND EROSION CONTROL NOTES ARSE �31 E�\ � � O \ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN EzMH-San APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 1 1 \ \\ Rim=--- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES Inv=898.47 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE \ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL \ L \\ UNDERGROUND UTILITIES. x 928.93/ 16 �L E I \\\\ 2. CONTRACTOR SHALL BE FAMILIAR NTH AND FOLLOW ALL REQUIREMENTS OF THE ��c�1144 MPCA NPDES PHASE 11 PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL .-wobd N 1 \ CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL retwolls I I I \\ \1 \ EVENTS OF 0.5' OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES l TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS • 931.50 \ house OF THIS PERMIT AND AGREES TO ABIDE BY THEM. /sl I I 1 ' I \\\ 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY UNLESS OTHERWISE NOTED. 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN ak et-woN. 1 USA A. K(7EPP�A/ I I ' I � � I �o \\ c�$0�98 \\ THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN cro `SFi1r ex. grav /L San 3:1. 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN F i I i �� �� N N .. a, o, rn q Rim=906.16 10:1. >f wm .��� • 931.20 a 11 0) i i I I \ Inv-897.94 A�7, „-�1 r2'tvtremyj - - i I f I I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR vr1 M v L_ i Ex. CB Ex.MH-San i r�rAr�r"•� Rim-930 -\ - - Ex.MH-San I/ -� �., OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING �� 6'mople�\ 9 1 �Ex.CBn�927 Inv=923.971 I -ex. surmo ntoble R�K CpN51RUC170N Rim=938.92 EzMH \ 9?gam CONSTRUCTION. 81mople fl \ 10"mapQjrn-9 0o 15 &gutter I p4•p7p/./CE Inv-922.88 Rim=933.96 ,q� 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. N.Inv 26.93 I i I Inv-922.37 6�z,MH=San `4.03 !/ ran 9233�6p0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION I ^ 'I/1 /1 / C' /1 n /J L / I C' � /1) / /) Ex.MH-San / \ / r91U& CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY P0" p ire .� lJ/ / L_l/Lt.MJ L_lwr C� z�fH-Son % I I 1 Rim=927.12 Rim=922.31 OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT Rim=922.51 'l Inv-916.83 BE LIMITED TO THE FOLLOWING: r .woodNW.Inv=913.80 / I L I ti I `� I a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON NSinv-913.71 �i f _ ope 1 Ex. CB COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) \ CUR77S W. dt Rim=922.11 b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE I CHRISTOPHER S. � ROBERT C. HU/BREGTSE � � R/CHARD A. � Inv=922.90 mo l,NOELLE W. SWENSON & SHARIE L CHARLSON & BE7SY A. SN£DLUND &LISA K. SHE4 •"/rpl r 922- I RICHARD M. GORRA I HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) r / n/r L-L k/PRAp + mole I I PIL 25 CIL 25 PL c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING :l�vrirevr I I CONSTRUCTION MAY BE NECESSARY. 14• to Back 14• to Baek d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS r;-rA rr,^-f0$.wood I I I OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS C...: rr-, l C..;-�d<�. Wear Course to be 1/2' o POND �72 Above Edge of Gutter v Q° CLEANED. ,° 6'Aapp/e 3.OX 2.0% 3 ° 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD edge of paved 10 �*Or - ` SRO SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE -6'wfnow ` }' t*°+ 1, REMOVED WITHIN 24 HOURS OF DISCOVERY. - E 1.5 : 1 \ 6 6% o 4' Topsoil, Seed 1 1/2'-Plant Mixed Bituminous Wearng Course 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND 1 O ®� Ez15"CMP & Mulch or Sod. Tyre J41WEA500558 SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. N.1n-917.95 x , Surm S/nv-917.44 l tv Concrete Curb 2'-Plant Mixedd Bituminous ountable Tack Coat ix it uminous Base Course 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, .r /v \ \ 7 r I t v Type J318BB50000B PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST \ ce l eel 12'-Class 5 Aggregate Base, 100% Crushed BE DISPOSED OF PROPERLY AND MUST COMPLY NTH MPCA DISPOSAL REQUIREMENTS. IL s rar` 9e of =' \ \iz m pol 1-920 �/ 918/ 24' MNDOT 3149.28 Select 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES Granular Borrow (See Note 7) delineated wetland Ex.30 RCP----. % \ ` 6 /m a.wae 1N MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. W.Inv=917.98 E.Inv=917.03 \ \� ° t / 1. Right -of -Way Required - 50'. 2. Maximum street grade 7.OX. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND 3. Minimum street grade 0.75X. .el1 °? 4. 4.0' Topsoil placed in disturbed areas. WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE E'.'3- RCP - 5. 2 Rolls sod behind curb. A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. . - a¢1 .�a 16 .w eel Win 6_41 6- The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH /i \ E.Inv--915.92 7. A test roll of the prepared subgrade shall be performed by the owner AND ROCSim=923.14 vr I / �T v I \--.-EzMH-Son in the presence of a city inspector. The city has the authority to require SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. / TIA N I m hv� �• �'fl l / additional subgrade correction or to reduce the requirement of 24" MNDOT 14. WOOD CHIPS MAY BE USED TO STABILIZE yrlI ✓ I�M ry I `�jr`Jjjrr I I Rim=920.94 I Select Granular Borrow to 12' based on the test roil. SLOPES. Li O /nv-908.29 15. REMOVE EXISTING RETAINING WALL BEFORE POND GRADING. TYPICAL RESIDENTIAL STREET SECTION-5200 16. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. 1 8/01/0e D.M.S. REVISED GRADING &STORM SEWER 2 9 18 06 M.L.H. REVISED GRADING, EASEMENTS & STORM SEWER DESIGNED DRAWN P.E.O M.L.H. CHECKED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER R DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Weber: www.ottoassociatescom O 9West DivlsionSt TT Buffalo, MN55313 LOTUS WOODS BOB AMICK PRELIMINARY GRADING PLAN (PRIMARY) PROJECT NO: 2-05-0190 3 1 30 07 M.L.H. GRADING 4 3 8 07 M.L.H. REVISED LAYOUT, GRADING & STORM SEWER 5 5/1/07 M.L.H. REVISED PER CITY REVIEW P.E.O. ssoctart s Engineers and Land Surveyors, Inc., Ph: (763)6624727 I=(763)6624s22 CHANHASSEN MN NO. DATE BY DESCRIPTION Paul E. Otto 40062 DAT SHEET N 0 6 0 F 12 SHEETS DATE: 10/2/06 LICENSE . 1 O A G. 4 R Ex.MH- J dq 1 x .:.. ,Rim=927.34... 1 Inv 901.80 o � 1 1 1 0 1 n, 1 �' � � ✓� � N I �D I 6 Iv, Ici ( I 1 _E A LE 11 E.FI�� I RA Y Scale in Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 94296 DENOTES SECONDARY GRADING 1 , 1 Ira \r r� , D AN� 1 w z �v x 1A /`1 _cono. �I0 0 te'✓, \'; I �o I a I I Ex.M -San / Ia I�-( V�"J I:I, 1 - yo N ����\It 1�\ 11 Recommended Toe -In Method �I I I I I Rim=?68.96� re I : W to U\ E t � a, � I � \ \ Set Posts Firmly (Post Shall Be Oak I�UN Ex.MWIN �-../ 1� `oC \ �/ \ or green treated) Fabric per MNDOT 3886, 1 Fasten with Loth, Nails or ROBERT AMICK y 1 �Ia tmn 1 I �, '� V I- ,r a \ \ E T\ 1 581 FOX FI1 DRIVE & y r pit• 0 roc n7 0' Staples. Color shall be 'EVEN C. ASH m 1 I< � .. Te 9 , N O ` 1 w \F \ y� \ CHANHASSEN, AlMN 553 I 'I S � L.Ac to r Ex.M San {��e a �ret� � � international Orange SHAR 1 ! IG 7 I Rim= 61.571 _\ 0 ; ; 5� / �1 `AI 1 lnv=910.13y\I AD \ \ mL \/ ; 5^v s- �1 1 x1 1 \ 3 2 I \ I 1 I I I r% \\ 650 SCARcMN 5530� s' Min. Depth �!L io \piANHA AQ Dig or Disc Trench QB Lay in Fabric & Backfill r a yy o S2t� \ / /-delineated EROSION CONTROL wetland FENCE -TYPE 1 EzMH-San-�� � � ro '• �-A`�1' � � G _ 62 Steel Fence Posts t \ / shall be used to j -\ \ g761' 9 \ \ \ m o \ \ Su en SnowWire maFence Rim=938.62 0 -� g ..'\'IrI � � � �\ \ \ \ � � O � - \ � I �� Ex. House 1 i I \\ ?� Subsi � ed for Snow i '.• ��••-�� 60 �i , � g Fence - ^A 0- 1ldellneat o wetland 1 - �j � Benchmark �•�•_ � � � _ � �� _g \ � -"T \\ o EROSION CONTROL TAIH/� � i mo �G Oev-94296 �-' \ RAlNA3iFl ��1/ = 5 a pit. d� \\ -1 m� FENCE -TYPE 2 (N.G KD. 1929) �X _. /\ ANT \ \ 9� N \ \ sX \\o m ? `�ZI� Steel Fence Posts shall be used to . 9- � .� \� \ �\\ oN o \\ �i% (Woven Wire maynce \ ` O e ,mM�. Sq \ 1 �01 ' be Subsituted for - - - - \t o u T� Snow Fence) r • . A N r Silt Fence _ ! °f �°` aivenI T� d th ough bate Y \ 955.25 '^ \\ \('"� J �- 5 5 - \ \ \ \\ \ rt .2 Bamoto2bae irerxm B�ubelelow house \ \ \\ o ; .:c gads 946) / ? \ \���\ \ \ EROSION CONTROL Baia. are to be tied with a �95h• �` \ a7 \ \ o o FENCE -TYPE 3 NW-Dea adage oats rai. Q. \ / ti \ \\ \\ \ m W SILT FENCE DETAIL s ' \ wo % 974� \ \ �\ A N x s25.D GRADING AND EROSION CONTROL NOTES JON LANG 6� CAA HEACH5j Ex.MH-WM-/ 1 £ \ \ O \ 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN D 521 S ?\ MMMNNN j Rim=94761 \ I �\ \ \,--£x.MH-San APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT \ Rim=904.05 v - - - - - - ` '� I \ \\ Inv-898.47 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES e . bit. d -G 4 , - - \ TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE Py/UP R AY \ �� \ .5 5 s941.D - 0_ - $ ,� �..-13.2j, OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL \\ \ \ \ \ ` \ \ UNDERGROUND UTILITIES. DR \ E 4 -g48. l x 928.93 GAOL Epp EB A \ \\ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE y4ASpA, I� WILL I, \ I / I 3 R N\\ MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL \ g \ 1 `l _wo d CH iY \ CONDUCT WEEKLY EROSION CONTROL INSPEC11ONS, INSPECTIONS AFTER 24 HOUR RAINFALL "" "'r-' Ata ��• / l garage ret�wo/ls I I \ -A \\ EVENTS OF 0.5' OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES Rim=9 San ,,,,h � �h o„ \ 90 I \ TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS 1 Rim=927.89 c \ / I D GE-::: \ Inv=916.47 .r7 /1T' 6 �2g 4 I EA ENT % Ygh2 ¢�8 \� a\ / 1 lx 931.50 \ house [> ro kl I I I \ `\� \ OF THIS PERMIT AND AGREES TO ABIDE BY THEM. _ 1 , /1 Ire o/s I I \\ 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY 9- _ h0 - 941.23 - J \ I1 1 ) I I ( I \ UNLESS OTHERWISE NOTED. Ex.MH-Son -.- Rlm=935.84 3 I \ 4. ALL DISTURBED AREAS SHALL BE STABILIZED NTH MN/DOT SEED MIXTURE 250 u'7y \ \ \ lnv-927.17 \ 3 \ I I I I I �4 \ \ �I \ �\ (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE &DISC ANCHORED). Ck RIPRAP 94 4. ���� 1 \ MA17HfM(T.I I I I \ 1 a FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN ANSI \ OF UnLIn - ` \� / ro� et_waµ 1 LISA A. K7E Fri I I I I N I �o \\ ^$0�98 \\� THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN ry ex. grave_i1f/ �I I I /L : l l 1 ` I I o gb hVYfi San 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN 1 1 x 931.20 m o`oN `N` "' rn o' a' 4 }7im=906.16 10:1. 9 Exist. wm 1 \�-� �� w ��rn i I I I ` Inv=897.94 r, d r-tr :r 123uttemyj _ _ 0 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR vi"1 \ YLh {J - "-Ex.CB `�Ex.MH-San I \ I I I I Rim-ggggpE�g \'. - - '�Ex.MH-Son �% ��--� �.. OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING vf7� 6"ma e0\ 9 Inv=927.33 Rim=933.21 y 1 Ex. Inv-923.97 I -ex. surmo ntable Rim=938.92 Ex.MH -' ?B� CONSTRUCTION. 8'mopl \ to"moA 2; 0.15 & gutter lnv-92288 Rim=93396 NJnv= 26.93 I Inv-92237 �6�x: fff---San 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. `�� l in�923.60 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION 9 I �'I/l /1 /�C' /1 ✓� /l / I C' /lT / �/� i iIII 5� CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY 8"lonplZIR-San itV V\/ \/ \,t �i 1, t t L _ l/ L l.1 �� L _ l,l l" ti EzMH-Son \ x. , I I 1 Rim=927.12 Rim=92231 OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT Rim=922.51 '1 I ,- Inv=916.83 BE LIMITED TO THE FOLLOWING: 3FI "b.woodNW.1nv=91380 I I I I I j a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON op NSInv-913.71 L �i r `- i - Ex.CB COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) CUR71S W. & CHRISTOPHER S. ROBERT C. HU/BREGlSE R/CHARD A. 15 FE--�\ s I Rim=92211 b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE lnv=92290 mo j,N0ELLE W. SWENSON I & SHAR/E L CHARLSON & BETSY A. SWEDLUND I & LISA K. SHEA HEIGHT OF THE SILT FENCE. WITHIN 72 HOURS T.� III t r s2 � R/CHARD M. GORRA I ( ) t RII �_L /PRAP I m�pte C. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING i'^r"i" t I CONSTRUCTION MAY BE NECESSARY. ..�'\ v rrly o \ r ,^Tor �\ ` &j -10 b.wood \ I I I I / d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS Es 1 r' t C J 6 ceda s�I 92 OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS I \ \ �12 R CLEANED. POND \ o I \ 6'Mpple 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD edge of pond \ 10 wWo \_ - SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT &MUD SHALL BE 6-6"wrko "U REMOVED WITHIN 24 HOURS OF DISCOVERY. \ 6�6i71a 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND ---Ex.15"CMP SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. N.Inv=917.95 " t 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, \\ SInv=917.44 1 r J T' 1 v \ PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST edge of It :-{%` \ \ \ 2 el L 920�/ C L r BE DISPOSED OF PROPERLY AND MUST COMPLY KITH MPCA DISPOSAL REQUIREMENTS. ce �g1� L 11. STORAGE AND DISPOSAL OF OIL. GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES Ex.MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. WlnvRCP98 ; \ 6 cw �� 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED W.lnv=917.98 �\ l E./nv=917.03 TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND _ WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE � t �.._E 3 RCP A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. �'' o A C �¢� *e 18 'w dd_ W.Inv�W&41 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER SHALL BE STABILIZED WITHR/Gins 82314 / / ��'1•1v���h IC` I \.,.\ E.lnv-915.92 ANDYSILTOCKPILES FENCE SHALL BE INSTALLED AROUND THME PORARY BOTTOM WITHIN 7 DAYS 15SEED MNDOTIFROMOTHE LASTH f ACT1VITES THAT FORMED THE STOCKPILE. TA N !impq / -Rin Son 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. �}.V v Rim 908. 94 15. REMOVE EXISTING RETAINING WALL BEFORE POND GRADING. � V I � I I � Inv-908.29 16. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. 1 s Ot 06 D.M.S. REVISED GRADING & STORM SEWER 2 9 18 06 M.L.H. REVISED GRADING. EASEMENTS & STORM SEWER DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT Mrebs�: PROJECT NO: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com LOTUS WOODS PRELIMINARY GRADING PLAN 4 13 8 07 M.L.H. REVISED LAYOUT, GRADING & STORM SEWER /97 M.L.H. GRADING P.E.O M.L.H. UNDER HE LAWS OFAND THAT I AM A T HEC TATEOOFRMINNESOTA. OFESSIONAL ENGINEER O (SECONDARY) 2-05-0190 5 5/1/07 M.L.H. REVISED PER CITY REVIEW CHECKED TT 9 Buffaest lo, INNS 13 BOB AMICK Btlfiakr, MN 55313 NO. DATE BY DESCRIP11ON P.E.O. Paul E. Otto SSOC1ATEs Fax P&(7633M.47522 DATE: LICENSE # 40062 DATE Engineers andtandsarveyors,lnc. CHANHASSEN, MN SHEET NO. 7 OF 12 SHEETS 10/2/06 No. tjpe size condition 1.0 boxelder 15.0 fair -poor 2.0 maple 26.0 fair -poor 3.0 mo /e 14.0 fair -poor 4.0 basswood 30.0 good 5.0 ash 8.0 fair 6.0 ma /e 10.0 good 7.0 boxelder 8.0 qood 8.0 mo /e 10.0 ood 9.0 butternut 16.0 fair- ood 10.0 boxelder 10.0 good 11.0 bl locust 10.0 poor 12.0 basswood 10.0 good 13.0 basswood 10.0 good 14.0 basswood 12.0 fair 15.0 ash 8.0 fair 16.0 basswood 10.0 Qood 17.0 basswood 6..0 fair 18.0 basswood 12.0 fair 19.0 basswood 8.0 poor 20.0 ash 14.0 good 21.0 basswood 10.0 22.0 basswood 14.0 good 23.0 ash 10.0 good 24.0 basswood 10.0poor 25.0 ash 15.01 good 26.0 basswood 10.0 good 27.0 ash 14.0 good 28.0 ash 12.0 Good 30.0 ash 8.0 good X.0 basswood 24.0 good 32.0 red oak 28.0 good 33.0 ash 12.0good 34.0 mo /e 118.01 35.0 maple 4.0 36.0 mo le 4.0 38.0 basswood 16.0 ood 39.0 basswood 16.0 ood 40.0 basswood 10.0 fair 41.0 basswood 10.0 fair 42.0 mo /e 16.0 ood 430 ash 12.01 good 44.0 ash 16.01 good 45.0 ash 12.0 ood 46.0 ash 8.0 ood 47.0 ash 14.0 good 48.0 ash 20.0 good 49.0 ash 16.0 good 50.0 ma le 24.0 poor 51.0 ash 74.0 good 52.0 basswood 12.0 good 53.0 ash 12.0Good 54.0 mo /e 20.0 56.0 basswood 20.0 good 57.0 basswood 12.0 good 61.0 oak 20.0 fair 62.0 basswood 14.0 good 63.0 ash 72.0 good 64.0 boxelder 14.0 good 65.0 boxelder 20.0 fair 66.0 ash 12.0good 67.0 ash 20.01 poor 68.0 ash 24.01 poor 69.0 ash 10.01 good 70.0 basswood 10.01 fair 71.0 basswood 24.01 fair 72.0 maple 12,01 good 74.0 butternut 18.01 Good 77.0 elm 12.0 78.0 hicory 72.01 fair 79.0 mo le 12.01 fair 80.0 basswood 12.01 good 81.0 ma le 18.01 poor 83.0 red oak J6. 01 dead 84.0 basswood 14.01 fair 86.0 maple 14.0 87.0 maple 12.01 foir 88.0 mo /e 14.0 good 90.0 bllocust 16.0 poor 92.0 maple 16.0 fair 93.0 red oak 14.0 fair -good 94.0 maple 12.0 fair 97.0 maple 72.0 fair 98.0 basswood 24.0 fair 99.0 ma le 36.0 poor 100.0 ma le 24.0 fair- oar No. t e size condition 101.0 maple 26.0 fair -poor 102.0 ash 10.0 fair 103.0 mo le 18.0 fair -poor 104.0 ash 12.0 fair 105.0 ash 12.0 fair 106.0 hackberr 18.0 ood 107.0 elm 8.0 fair 108.0 basswood 12.0 fair 109.0 basswood 12.0 good 110.0 butternut 20.0 lair -poor 111.0 ash 12.0 foir 112.0 elm 12.0 poor 113.0 elm 8.0 fair 114.0 ash 12.0 fair 115.0 basswood 72.0 116.0 butternut 12.0 dead 117.0 mo /e 28.0 fair 118.0 elm 12.0 fair 119.0 elm 8.0 fair 120.0 elm 12.0 poor 121.0 hackberry 14.0 fair 122.0 boxelder 124.0 foir- oor 123.0 boxelder 16.0 fair 124.0 basswood 12.0 good 125.0 boxelder 12.0 poor 126.0 boxelder 12.0 fair 127.0 boxelder 12.0 poor 128.0 elm 8.0 fair 129.0 basswood 14.0 Good 130.0 basswood 8.0 poor 131.0 willow 35.0RA701 oar 132.0 elm 14.0 133.0 basswood 16.0 134.0 elm 8.0fair-poor 135.0 basswood 8.0 136.0 boxelder 14.0 137.0 basswood 12.0738.0 butternut 24.0 139.0 elm 12.0 fair 740.0 elm 12.0 fair 141.0 ash 14.0 lean fair 142.0 boxelder 12.0 fair 143.0 basswood 12.0 Good 744.0 basswood 14.0 good 145.0 basswood 12.0 000d 746.0 boxelder 14.0 Door 147..0 mo le 42.0 poor 148.0 burr oak 26.0 oor 149.0 locust 12.0 poor 150.0 mo le 12.0 fair -goo 151.0 red oak 18.0 good 152.0 oak 18.0 fair 153.0 maple 16.0 fair 154.0 basswood 12.0 fair 156.0 locust 12.0 fair 157..0 elm 12.0 fair 158.0 locust 12.0 fair 159.0 red oak 46.0 poor 760.0 maple 16.0 Good 161.0 red oak 56.0 fair -poor 162.0 oak 12.0 163.0 boxelder 14.0 Good 164.0 butternut 20.0 good 165.0 boxelder 14.0 fair -poor 166.0 mo le 16.0 fair 167.0 maple 18.0 fair 168.0 maple 14.0 poor 169.0 maple 20.0 fair 170.0 mo le 12.0 good 171.0 maple 74.0 Good 172.0 maple 12.0 good 173.0 ma le 14.0 fair 174.0 mo le 12.0 poor 175.0 red oak 260 fair -poor 176.0 maple 28.0 fair 177.0 mo le 74.0 fair 178.0 mo le 12.0 fair- ood 179.0 maple 12.0 cood 180.0 maple 16.0 good 181.0 maple 22.0 fair 182.0 mo le 14.0 poor 183.0 mo le 14.0 fair -good 184.0 maple 8.0 fair 185.0 mo le 16.0 poor 786.0 mo le 80 Good 187..0 maple 8.0 Good maple 1 . foir- oo maple 12.0 good mo /e 18.0 ood P89. elm 16.0 ood ma le 16.0 fair basswood 16.0 poor mo le 14.0 foir- oodr mo le 12.0 fair 196.0 ma le 16. 7 foir- oor 197.0 mo /e 20.0 fair -poor 198.0 ma le 16.0 19901 maple 12.0 fair -poor 200.01 maple 14.01 poor REVIEW DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION P.E.O D.N.A. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER CHECKED UNDER THE LAWS OF THE STATE OF MINNESOTA. P.E.O. Paul E. Otto No. t e size condition 201.0 red oak 36.0 fair 202.0 maple 3..0 fair 203.0 maple 16.0 poor 204.0 mo /e 18.0 poor 205.0 maple 8.0 ood 206.0 maple 76.0 good 207..0 maple 18.0 Good 208.0 mo /e 76.0 fair 209.0 maple 20.0 fair 210.0 maple 13.0 fair 211.0 maple 24.0 poor 212.0 maple 10.0 fair 213.0 maple 14.0 fair 214.0 maple 24.0 good 215.0 maple 10.0 fair 216.0 maple 14.0 good 217..0 mo le 14.0 very goo 218.0 mo le 10.0 fair 219.0 mo /e 14. good 220.0 maple 18.0 fair 221.0 maple 12.0 good 222.0 maple 10.0 very good 223.0 mo /e 8.0 fair 224.0 maple 12.0 fair 225.0 mo le 18.0 fair- ood 226.0 mo /e 8.0 good 227.0 mo le 16.0 poor 228.0 maple 10.0 fair 229.0 maple 10.0 fair 230.0 maple 14.0 poor 231.0 maple 18.0 fair 232.0 maple 14.0 good 233.0 maple 10.0 good 234.0 mo /e 10.0 good 236.0 ma le 14.0 000d 237.0 maple 30.0 (risk)poor 238.0 mo le 12.0 Good 239.0 maple 72.0 Good 240.0 maple 14.0 very o0 241.0 mo le 10.0 fair 242.0 maple 30.0 fair 243.0 maple 74.0 fair 244.0 maple 12.0 fair -poor 245.0 maple 12.0 ood 246.0 maple 14.0 fair 247..0 maple 16.0 qood 248.0 maple 8.0 good 249.0 maple 14.0 fair 250.0 maple 8.0 ood 251.0 mo /e 74.0 fair 252.0 maple 8.0 poor 253.0 maple 20.0 poor 254.0 maple 76.0 Good 255.0 maple 8.0 256.0 maple 20.0 fair -poor 257.0 mo le 20.0 fair -good 258.0 maple 24.0 very o0 259.0 maple 10.0 fair -goo 260.0 oak 30.0 fair -poor 261.0 maple 14.0 262.0 maple 18.0 fair -poor 263.0 maple 74.0 poor 264.0 maple 20.0 fair 265.0 maple 12.0 fair 266.0 maple 18.0 qood 267.0 maple 10.0 good 268.0 basswood 24.0 fair 269.0 oak 30.0 fair 270.0 mo le 8.01 fair 272.0 mo le 10.01 poor 273.0 mo le 10.01 good 274.0 mo le 24-01 Good 275.0 maple 10.0 good 276.0 maple 12.0 poor 277..0 maple 20.0 fair -poor 279.0 mo le 24.0 poor 280.0 mo le 8.0 poor 281.0 basswood 12.0 foir 282.0 red oak 76.0 foir- oor 283.0 mo le 74.0 fair- ood 284.0 red oak 14.0 fair 285.0 hickory 8.0 very qood 286.0 maple 10.0 good 287..0 mo le 8.0 very poor 288.0 mo le 8.0 fair 289.0 basswood 120 fair 290.0 ma le 12.0 fair 291.0 red oak 16.0 fair 292.0 maple 14.0 fair -poor 293.0 mo le 12.0 good 294.0 mo le 72.0 fair 295.0 mo le 14.0 good 296.0 maple 24.0 fair- oor 29701 maple 14.0 oor 298.01 maple 12.0 good 299.01 maple 12.01 good Ton 0 mo le 12.01 Good Web Site: www.ottoassodates.com JTTQ 6 West Division St.Buffalffal o, MN 55313 SSOCIA7E3 Ph: (763)924727 Faic (763)$823822 and Land Surveyors, Inc. No. t e size can dit/on 301.0 elm 12.0 fair 302.0 mo le 14.0 good 303.0 mo le 30.0 good 304.0 maple 12.0 good 305.0 maple 12.0 good 306.0 maple 14.0 good 307.0 mo le 12.0 good J08. 01 maple 10.01 qood 309.0 red oak 24.0 qood 310.0 mo le 10.0 good 311.0 maple 12.0 fair -goo 312.0 maple 8.0 good 313.0 maple 12.0 fair -poor 314.0 maple 10.0 good 315.0 maple 14.0 qood 316.0 maple 24.0 fair 317.0 mo le 8.0 good 318.0 maple 8.0 poor 319.0 maple 12.0 poor 320.0 mo /e 14.0 poor 321.0 maple 14.0 good 322.0 ma le 14.0 fair -good 323.0 mo le 12.0 fair mo /e 14.0 ood mole 14.0 ood mole 10.0 ood PJ24, mle 14.0 fair maple 24.0 fair 29. 0 maple 12.0 Good mo le 12.0 good maple 12.0 poor 3320 maple 16.0 ood 333.0 mo le 12.0 good 334.0 maple 16.0 poor 335.0 red oak 36.0 poor 336.0 red oak 40.0 fair -good 338.0 red oak 26.0 good 339.0 mo /e 10.0 fair- ood 340.0 mo /e 14.0 foir 341.0 mo le 16.0 poor 342.0 maple 10.0 poor 343.0 maple 18.0 foir- oor 344.0 maple 10.0 fair 345.0 basswood 72.0 fair 346.0 maple 12.0 poor 347.0 mo le 16.0 very o0 348.0 red oak 24.0 poor 349.0 maple 10.0 good 350.0 mo le 12.0 good 351.0 mo /e 12.0 good 352.0 maple 80 good .353.0 mo le 70.0 fair- ood 354.0 maple 16.0 poor mo le 10.0 fair -good maple 10.0 good red oak 40.0 poor r358.0 mo le 14.0 fair- oo mo le 18.0 fair oak 40.0 ood basswood 10.0 fair maple 8.0 cood 353.0 boxelder 34.0 poor 364.0 maple 10.0 good 365.0 basswood 12.0 fair 366.0 ma le 14.0 good 367.0 mo le 20.0 good 368.0 mo le 10.0 fair 369.0 maple 14.0 poor 370.0 mo /e 12.0 fair -good 371.0 mo /e 18.0 Good 372.0 red oak 30.0 good 373.0 maple 12.0 good 374.0 maple 20.0 fair 375.0 maple 10.0 fair -poor .376.0 maple 16.0 poor maple 10.0 foir mo le 12.0 ood mo /e 10.0 fair mo le 14.0 fair rJ8O. ma le 14.0 ood mo le 30.0 fair ma le 8.0 ood 4.0 mo le 10.0 foir red oak 32.0 poor 386.0 basswood 16.0 fa/r 387.0 maple 26.0 poor 388.0 mo /e 14.0 foir 389.0 basswood 14.0 poor 390.0 maple 14.0 397.0 maple 18.0 Good 392.0 mo le 8.0 poor 393.0 mo le 112.0 fair 394.0 mo /e 112.0 foir 395.0 maple 10.0 fair 397.0 me /e 16.0 fair 398.0 ma le 14.0 Good 399.0 mo /e 20.0 fair 400.0 ma le 14.0 foir No. t e size condition 401.0 mo /e 12.0 fair 402.0 mo /e 8.0 fair 403.0 ma le 14.0 fair 404.0 ma /e 12.0 fair 405.0 ma /e 30.0 fair -poor 406.0 mo /e 8.0 good 4070 basswood 12.0 good 408.0 maple 116.0 ood 409.0 maple 24.0 poor 410.0 mo le 74.0 fair 411.0 maple 8.0 fair 412.0 maple 10.0 good 413.0 maple 10.0 fair -poor 414.0 red oak 30.0 poor 415.0 mo /e 16.0 good 416.0 mo le 20.0 good 417.0 maple 16.0 poor 418.0 maple 12.0 foir 419.0 mo le 20.0 cood 420.0 mo /e 8.0 good 421.0 maple 12.0 fair 422.0 mG /e 76.0 fair -goo 423.0 basswood 24.0 poor 424.0 mG /e 20.0 fair -goo 425.0 maple 8.0 fair 426.0 maple 12.0 cood 427.0 elm 14.0 fair 428.0 mo /e 18.0 fair -poor 429.0 mo le 20.0 good 4.30.0 mo /e 10.0 foir 431.0 maple 10.0 fair -poor 432.0 mo /e 20.0 foir- oor 433.0 maple 14.01 cood 434.0 maple 10.01 foir 435.0 maple 4. good 436.0 mo /e 12.0 good 437.0 maple 12.0 good 438.0 mG /e 10.0 good 439.0 mo /e 12.0 foir- ood 440.0 mo /e 8.0 poor 441.0 red oak 28.0 poor 442.0 mo /e 76.0 good 443.0 mo /e 14.0 foir- ood 444.0 maple 70.0 fair -poor 445.0 maple 12.0 fair -good 446.0 ma /e 14.0 very o0 4470 maple 14.0 fair 448.0 mo /e 14.0 fair 449.0 maple 22.01 fair -good 450.0 maple 20.01 fair 451.0 maple 14.0 poor 452.0 mo /e 76.0 fair 453.0 mo /e 16.0 fair -poor 454.0 maple 20.0 455.0 maple 20.0 poor 456.0 m o /e 16.0 fair 457.0 mo le 10.0 qood 458.0 mo /e 16.0 qGod 459.0 basswood 16.0 fair 460.0 maple 20.0 good 461.0 maple 16.0 fair -good 462.0 mo /e 30.0 aood 463.0 maple 16.0 good 464.0 mo /e 8.0 fair -poor 465.0 m a /e 14.0 fair 466.0 maple 15.0 poor 467.0 maple 14.01 fair -poor 468.0 maple 14.0 good 469.0 mo /e 14.0 fair -poor 470.0 maple 8.0 Good 471.0 mo /e 14.0 good 472.0 maple 14.0 fair 473.0 maple 14.0 good 474.0 mo /e 14.0 poor 475.0 m o /e 16.0 foir 476.0 e/m 16.0 fair 477.0 maple 14.0 fair- ood 478.0 ash 16.0 foir 479.0 red oak 36.0 poor 460.0 maple 16.0 fair -poor 481.0 maple 10.0 good 482.0 basswood 10.0 fair 483.0 mo /e 12.0 poor 484.0 maple 12.01 fair 465.0 red oak 20.0 fair 486.0 red oak 20.0 fair 487.0 mo le 14.0 good 488.0 elm 14.0 good 489.0 maple 10.0 fair 490.0Mbasswood maple20.0 Good 491.014.0 fair 492.070.0 good 493.016.0 fair 494.0M..0 poor 495.0maple8.0 verygoo 496.0 14.0 fair 497.016.0 poor 498.0 hickory 8.0 fair 499.0 mo /e 20.0 fair 500.0 burr oak 30.0 fair- oor LOTUS WOODS BOB AMICK CHANHASSEN, MN No. t e size condition 501.0 oak 24.0 fair -poor 502.0 maple 12.0 fair 503.0 maple 20.0 fair -poor 504.0 maple 8.0 good 505.0 mo /e 16.0 fair 506.0 mo le 20.0 fair 507.0 red oak 24.0 fair- ood 508.01 mo /e 20.01 Good 509.0 mo le 14.0 qood 510.0 maple 12.0 good 511.0 maple 16.0 good 512.0 mo le 16.0 good 513.0 maple 16.0 fair 514.0 maple 14.0 poor 515.0 maple 12.0 good 516.0 maple 8.0 fair 517.0 maple 16.0 fair 518.0 ma le 18.0 Good 519.0 maple 70.0 fair 520.0 maple 14.0 fair 521.0 mo le 14.0 fair 522.0 maple 12.0 oor 523.0 maple 8.0 ood mo le 16.0 i524.0 fri525.0 mo le 20.0 for 526.0 maple 8.0 very000d 527.0 ma /e 12.0 fair 528.0 red oak 36.0 poor 529.0 maple 18.0 fair 530.0 burr oak 18.0 fair 531.0 basswood 28.0 good 532.0 burr oak 18.0 fair 533.0 mo le 14.0 foir 534.0 red oak 20.0 fair 535.0 maple 70.0 000d 536.0 mo le 10.0 poor 537.0 maple 12.0 538.0 burr oak 18.0 dead 539.0 mo /e 12.0 poor 540.0 hickory 16.0 000d 541.0 red oak 24.0 qood 542.01 mo /e 8.0 poor 543.0 maple 8.0 fair 544.0 mo le 24.0 fair -poor 545.0 burr oak 24.0 fair 546.0 mo /e 12.0 fair 547.0 hickory_16.0 good 548.0 elm 74.0 foir 549.0 basswood 14.0 fair 550.0 ash 74.0 fair 551.01 mo le 36.0 552.0 red oak 24.0 fair 553.0 red oak 26.0 risk oor 554.0 maple 74.0 fair 555.0 mo /e 14.0 good 556.0 maple 12. good 557..0 maple 12.0 good 558.0 basswood 8.0 fair 559.0 mo le 20.0 fair 560.0 basswood 10.0 fair 561.0 mo /e 14.0 fair 562.0 mo le 14.0 fair 56 ..0 mo le 10.0 Door 564.0 mo le 18.0 fair 565.0 mo /e 10.0 cood 566.0 maple 16.0 good 567.0 maple 16.0 cood 568.0 maple 22.0 fair 569.0 red oak 8.0 fair 570.0 hickory 16.0 Good 571.0 maple 10.0 fair 572.0 maple 16.0 poor 573.0 mo le 10.0 fair 574.0 mo le 16.0 Door 575.0 mo le 8.0 very goo 576.0 maple 30.0 poor 577.0 maple 18.0 fair 578.0 maple 20.0 fair 579.0 maple 14.0 good 580.0 mo le 18.0 fair -poor 581.0 butternut 16.0 Good 582.0 mo le 74.0 poor 583.0 basswood 18.0 good 584.0 basswood 10.0 good 585.0 mo le 16.0 ood 586.0 maple 16.0 fair 5870 basswood 16.0 good 588.0 maple 12. poor 589.0 maple 0. fair 590.0 mo le 10.0 fair 591.0 red oak 36.0 good 592.0 elm 8.0 fair 593.0 red oak 36.0 poor 594.0 mo le 70.0 fair 595.0 mo /e 28.0 fair -poor 596.0 basswood 12.0 fair 597.0 maple 10.0 fair 598.0 basswood 12.0 ood 599.0 maple 8.01 d 600.0 ma /e I 14.0 fair EXISTING TREE INVENTORY SHEET NO. 9 OF 12 SHEETS PROJECT NO: 2-05-0190 10/2/06 40 \ (!)4 7,1 015 � I $4 7 DO -- O s ��\ No I I �N\ 045 — \ 4t6 J. 03 5 \ \ \ 478 1 5L 6 41Ig I 15 73 \ 416 ,° \ I 495 6 — 1 ' \ \ 245 t..TLJ7141 46 467 47 \ �1�J.fw7� N \ \ — lnv=922.90 \ POND \ edge of pond—•" Ex.30`RCP — W. In v-917.98 E.In v=917 03 1 4Y V .eI \ 1 �°\ 46 \' 9 9\ 1 I 2 \ '�'L \ I I delineated wetland \\ Sc O rn Wj �G N <o tP p 3/ 608 b \ 6 9 7 4 ( 234 37 9 60 U 1 25 I A 94 4 y\1 \ �I611 \ �2 \ \ \ \ 7X 7 \ to • � 2� N � L NNA a, fol DENOTES TREES TO BE REMOVED DURING PRIMARY CONSTRUCTION '� — — — — — — — �E�3cP — — EXISTING BASE LINE CANOPY COVERAGE = 272,164 SF (84%) �Ni!✓>[?6 MINIMUM CANOPY COVERAGE ALLOWED = 177,653 SF (55%) Rim=923.14 / W. In — 640 _� f.lnv-915.92 / JTi -\IA / VI✓InAr'J�TI�Iv 1 2 1 30 07 M.L.H. GRADES, TREE CALCULATIONS & CONSERVATION EASEMENT 3 8 07 M.L.H. LOT LAYOUT &GRADES &TREE REMOVAL DESIGNED DRAWN P.E.O M.L.H. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Web Site: www.ottoaesoefates.eom LOTUS WOODS TREE INVENTORY PROJECT NO: 3 5 1 07 M.L.H. REVISED PER CITY REVIEW CHECKED UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division St. TT BuNak,MN55313 AFTER PRIMARY CONSTRUCTION) 2-05-0190 BOB AMICK N0. DATE BY DESCRIPTION P.E.O. Paul E. Otto SSOCIA7E3 FA.:j763)6B2M7 Fax: B3 382�522 (9 ) Engineers and Land Surveyors, Inc. CHANHASSEN MN 1 SHEET N0. 10 OF 12 SHEETS DATE: 10/2/06 REVISIONS LICENSE 40062 DATE- I 1 4Q ;�\� / N O03 1478 \ 40 \ 4 / qqq \ / 15 4 8 A IV 496 I ` 5 73 \ \ \ ' O\\ 6 6io—6\\ 5 9 07 51 2 \ 7 ' \ \ l" — del/neoted \ 1 147\\ 1� 1 as%4 \ I I \ \ wetland \ \ 052 \ S� \ \ .5 4 I I 4! 49 02 5 1 1 56 ' 1 I5 \\ / 2 \�� \ LL'g6 T \ \ 1 � 6 509 1 Se \ > \ 149 70 \ ' '� 7 161 \ \1 \ `4 \ I 5 7\\ \ i p 1\ 74 1325 OUTLOT� \ 10 0 4¢0463'V "i s L \ 1 151 I S2 6 \, m O V /�f`�' i1� !1 *C dellneat ` V f0 75 / 02 3n \ ._wetland—.. 7 \ o 3ng�} \ 8,050 SF l \ /\ b` \ a"' SL° x \ 81 `•"' \✓ 151 7331 \ R \� 1 ` = 953.5 O I \ 4s \ 4�5 1 i L 1 I 9(� 43 ti 9 V P 22704 i 145 f44 3\`9S e\ \J\ 79 i� O4 \ / 274 \ / \ 66 v 471 93 347 \ \ 1 \\ N \\ G c 1 129/ \\ 20 \ \ \ \ \ c J \ !a 67/42 8 5 0 / 608r, (�,�y76 \ \ \\\\ \ \ \ \\ m ��1� �� \ `1n6 4 9f \ 6 \\ \ W J 15 {�✓� 11 1 2 1 ( 1 413 f . }✓ 7 \ � 2&4 .77 392 60 �\C 9i—\\..A.A664T LL_946.8 / • '�,,,j158 31 / \ 2 `�' �610 1 "c\�\ X c' \ 7.0 118 -� 7IV 8 J 5 \ O / �S 4J 2543 �'/1�7 \ \ � 20 •-- -� `�358 \� � / O � 28 �Q����T/y�j��q �N�o \ 24 63ill 9 84 4 \ -3 / 67f \ \ Ze, f8 \ I 7 6 6 \ ID 97 N 20 12\\ Z 1J I Q\ 8\R9 .3\ OS \ 02 21 1 \ )6� 29 \ / ,\ \ \ \ 9 / —950 L�94\ _ 2 ii 946 0 \ - _ 4 I O 948 L —944,�(1 \ I 1��/1IIII 6 i --942— — ' /942, .� \Z � —940= SE L MG 98 o \ \ _W006�7 90690 R0R0l1 127buttem -930 m 6•mop/e , '��..�:—ex. surmountable e/9lee� = 8•mop/eo \ \ f0"mople & gutter \ `✓ �0'maple V1i i 3 1 b. wood j' ap f7 15 FE—..` \ 6 "1 — lnv=922.90 'ma/te maple9 aD (�,, �6'cedan;.< �• �9? EXISTING BASE LINE CANOPY COVERAGE = 2,164 SF (84%) _ 12m E721 POND \ ! 1 06.,,,pple MINIMUM CANOPY COVERAGE REQUIRED = 177,653 SF (55%) .;r s,�� edge of pond—" \ 106_ EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 132,898 (41.1 %) 5-'wiw CANOPY AREA REQUIRED = 44,755 SF X 1.2 = 53,706 SF \ 6\6,77aaak \ REQUIRED PLANTING (53,706 / 1089) = 50 TREES I \ \ \\\ \ 6(ep uce� N.nv 917.95 �� .In v=917. 44 � T 7 � jv I \ \ \\ \ y z e ��/ El DENOTES PARK SIGN TO BE INSTALLED \ •ws2Ex.Jo o '91r SF' --SF— DENOTES SILT FENCE W.Inv RCP— 6'° a.waa l TPF TPF— DENOTES TREE PRESERVATION FENCE ���^' 18•a.waad —��s� DENOTES EXISTING TREES AFTER CONSTRUCTION oCS— x E.lnv-915.92 Rlm=923.14 VI "\ / tic, ^� i l/�` ' I DENOTES TREES TO BE PLANTED (50 REQUIRED) r.,v 1 LL27 M.L.H. REVISED LOT LAYOUT & TREE CALCS. DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT Web Site: WAS PREPARED BY ME OR UNDER R DIRECT SUPERVISION LOTUS WOODS TREE PLANTING & PROJECT NO: 2 5/1/0 M.L.H. REVISED PER CITY REVIEW P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER www.ettoassociates.com UNDER THE LAWS OF THE STATE OF MINNESOTA. 9West Division St. CHECKED O Buffalo, MN55313 BOB AMICK SIGNAGE PLAN TT Ph. (763,68z„27 2-05-0190 N0. DATE BY DESCRIPTION P'E'C' Paul E. Otto ssocfares Fes(7i3)602.3522 REVISIONS LICENSE # 40062 DATE Engineers and Land surveyors, inc. C H AN HAS S E N , MN SHEET N O . 12 OF 12 SHEETS DATE: 10/2/06 a LOTU S WOO DSO A 1 1 1 "A 1 t� 1 3j';6 j LI) 40G. �^ I 1 1 1 11 w l �� 11 `r gSEPHI CHANHASSEN, MN d� i to v J gAR '��/ A 1 w 1 �� � : c,, 1 �� 1 � : s � I 1 � 1. 1 1 I c� 1; H 1 1 1 1 Calw �o' :'; p ro L' TER 1 6 �o 0 11v� H1� &I E�H 1 �DY Lu tt-3 Ici Iv, 1;` ��KI LEE AL Nn� 1� I RA 1 µyyr 11 y \ `, 1 �� Ic Icy to I 1 D�EAN�r� 1 conc. co 1 1 `U y I>. 1`: I 1 t> ` I cn Icn 1 1 K FR U w UN 1 x 1 aD R \ 1' � / < N C& to AI; I 1 N 1 1 1 r ,v V�r e ,bit ✓ // \\�1 14 y \ S� RON L• ASH j N 1< 1 T e 9 mL 5 Ao x ` O 3460 o _ / / arage 2 \ \ i i \ j tn he 3+ 6 a o �� , / J y / Ex. House \ < \ ��� delineatedBenchn O • `�•••- wetland—...Y 7NH mark -...�. 8,05i�SV �_._.• \ iN.0 U.O. 1929) utlot A� 2 n � c � i 8 6j / / hq,1rSON h Bch �c.. rA/ I I m C:Cn...T1 l /1T \7U V I 2 � Q trig i nT ex. bit. cAygti Rlr— ygFiy ex. graveTd/w ' . rlh vGl1 r ,IE�r r /1 /04 A I v RG rV, y r,^rA rr,^ C,.: POND edge of pond 0 I \ / CUR77S W. & NOELLE W. SWENSON \ \ I eX bit. d w /_ N O house 0 n 3 dw 1K 3 640 CARVER CHANHASSEN, \ \ \ garage 5 4 cn \ garage � � 1 \ A` 50 ex. surmounfabl & gutter I ^ V VI\i \i I r I L_ \i L k^ L_ t r1 r, \ CHRISTOPHER S. I ROBERT C. HUIBREGTSE & SHARIE L. CHARLSON I & BETSY A. SWEDLUND I RICHARD M. GORRA I I I I I I edge o/b/t. �•:.i L r� i r �' I ce..;-Ci v nTI fn lI v iv l., A�VII U DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED C.S.O. Paul E. Otto Web Site: www.otfoassociates.com TToWest Di Buffalo, MNN 5555 31313 SSOCIA7E3 Ph: (763)682.4727 Fax: (763)682-3522 and Land Surveyors, Inc. �I RICHARD A. & LISA K. SHEA / \ MATTHEW T. & LISA A. KOEPPEN 55317 deineated wetland s. �f Ir- 0 �W o w� �G <o T m o r \ \ I c' S' z� 630 CARVER CHANHASSEN, LOTUS WOODS BOB AMICK CHANHASSEN, MN OWNERS: ROBERT AMICK 581 FOXHILL DRIVE CHANHASSEN, MN 55317 JON LANG 640 CARVER BEACH ROAD CHANHASSEN, MN 55,517 CONSTANCE CERVILLA 650 CARVER BEACH ROAD CHANHASSEN, MN 55317 PAUL EIDSNESS 630 CARVER BEACH ROAD CHANHASSEN, MN 55317 W `r VICINITY MAP N 1/2 SEC 12, T.116,R.23 0 0 m BIG HORN 78TH STREET AGENT KARON REAL ESTATE GROUP RON KARON 10159 WAYZATA BLVD. CHANHASSAN, MN 55305 (763) 438-0355 Cr1V OF CHANHASSFa- RECEIVF7n SEP 2 0 007 CHANHASSEN PLANNING DM �\ PROJECT LOCA77ON 7DS LOTUS LAKE f' \ PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL UNDERGROUND UT7LIPES CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2005 EDITION OF A41NNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICA77ONS FOR CONSTRUCTION'. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD U77LI77ES SPECIFICATION. J. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONS7RUC77ON OF 7HIS PROJECT. INDEX SHEET DESCRIPTION 1 COVER SHEET 2 COMPOSITE UTILITY PLAN 3 SANITARY SEWER & WATERMAIN - LOTUS WOODS DRIVE 4 STREET & STORM SEWER - LOTUS WOODS DRIVE 5 GRADING PLAN (PRIMARY) 6 GRADING PLAN SECONDARY 7 STORM WATER POLLU77ON PREVEN77ON PLAN 8 EXIS77NG TREE INVENTORY 9 EXIS77NG 7REE INVENTORY 10 TREE INVENTORY (AFTER PRIMARY CONS7RUC77ON) 11 TREE INVENTORY (AFTER SECONDARY CONS7RUC770N) 12 TREE PLANTING & SIGNAGE PLAN 13 DEMO & CLEARING PLAN 14 DETAILS 15 DETAILS 16 DETAILS COVERSHEET SHEET NO. 1 OF 16 SHEETS PROJECT NO: 2-05-0100 DATE: 8/20/07 ffn \ 1 O C 30`n6 (P 40 b SEPH G• III �� E BAR 37.2 r fx.M fSo - Ex.MH-Son �\\ W cS ' cn x-k+m=927.34 \ Rim=914.44 rJ ;' , lnv=901.80 Inv=901.69 \ 1 I J U 1CA 1 , Y Z, LEE ALLEN71 E_H LE 1 \ RA 0 �CEAN� 1 , 7 I CO/IC. \\ I;1 1 '° Ex.M -San 1Q tL.<�l'\`l 1 ' �r� \/• \ 1 ` 1 0� ✓; co 1 co 1 `cn _ o \ \ 1 \ JN , FR LINE' 1 Inv 9 8.50 \ f y � retkwo/I ;> 1 1 1 RK I 1-Ex.MFIrWM ... / �i 1 DRAINAGE-—- \ \ . \ r��r) ytim-�70.63 \, L CE _ "� ' / \� \ & UT7LlTY \ \ \ y D ) V 1 \ A f _ _ �� EASEMENT \ 581 FOXJ4U DRIVE C. of �� retkwoll \\ �' L, _ N & \ A \ �b t. ✓ RE5 FORE y \ CHANHASSEN, MN 55317 STE RON L. ASH m 1 1< e 9e I & OR f \ \ 1 to Ex hl -Son ? R OVE ro EQUAL Div �O \ S F� / 1'\� AIR , 1In R1v-9�0.737L\\ r , / \ \ e� DInp11 �153 1 Y " S �\ ' CE "SRO rr% \ !� \i a 1 x' 1 '• _ _ < \\\ CONSTANR BEAN Hr353170 !Z ^ ej y x tnz\ 4 \ Garage CAR M m1m 5.2t ' \ \ \ 650 NHASSEN CH /52t he L' �'...�26t 346 dellnectod wetland Ex. MH-San --_� � � � ' - I I �- A Rim=938.62 �'F --�\ I ag61•.Ci q� ' ma Inv--928.57 / LL p \ \ \ o \ 1 I I I Ex. House o \ \ \ \ \ \\ o O coo vdellneoted \ I L - _ - - r'\ O \ \ \ ^ \tea ♦ o Benchmark �...�. >1 \ V' _weGand \ �V\\ V 7NH s8,05,6 Eev=942.96 .. \- 3 (N.G.I!D. 1929) \e 0 \ \\ i\ EASEMENT \' \ LL-B53 5 >r\ • \Outlof 2 \\ r \ \ 1% \ C \ 1< J Rim=947.61 �N� V \ C IL - - - - - - - - - � 3----- OG�- - - - - - - - - - ------txn_ 6" GI? I� I I I I 4 \ I r"T-1 I I r"T-1 I I II I 11 C II t d/ '\� , Z i i' p o \ v 'p \\ 11•tJ� �% \ 10\ Ex.MH-S�� \ -5 o m \10 \Rim-909.3555\ \ 9 ' t v-900.47 " ®\ \ \ \ house r \ \ \\' \ p JON LANG DRAINAGE-�" \ \ \ 1 I I 640 CARVER BEACH ROAD & U77LITY \ \ I I ICHANHASSEN, MN 55317 EASEMENT \ \0 \l \ I--------------- \ \\ o� I I L =9420 I I LL=946.0 1 1 r A k \ 1 1 1 1 I I L-939 I NECT 70 EX/S1 5 I I L A Ex.MH-San ^ ARIV Iri� \ \ \\ - - 1 1-\ X7EN0 i1 I �1 Rim=927.89 \ V / L _ \608FEYW7R T DR}4 GE,.:;_... � r Inv=916.47 C-A "I I m I ..,-& LLITY1\ ��.r,L_ 1 . r7 / f -7- bOND L 5/ j' fA� MENT �' I Ex.MH-Son, ,_... C/7y0F Rim=935.64 \ Inv=927.17 Cy9NyA � \ \ SSFiV ex. grav/w A '71 rr-'> __Jh vGh ern i�r \ N Inv=92290 I hh L_L I. _/rrlV E=A TES / r E POND edge of pond edge of ret- wall service ---REx.CBg3p. Ex.MH-Son 1 lnv-L= IJ Rim=93321 �Ex.CB Inv=923.97 Rim=9 00 15g Nlnv_ 2$.93 W.In v=924.03 .._Ex.MH-San _ Rim=922.51 -1 NW.ln---913. / NS:Inv=913.717f CUR77S W. \ & NOELLE W. SWENSON \ I \ I EX.30'RCP-...�. W.lnv=917.98 E.ln v=91 Z 03 ,nr Rim=923.14 / YI�nvrlAv✓ i \n-•in Nrl�lV V I' -'✓VI I O Ex 15"CMP N.lnv=91 Z95 S.Inv=917.44 W.lnv-916.41 E.In v=915.92 -Ex. MH-Son Rim=920.94 Inv=908.29 DESIGNED DRAWN 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED C.S.O. \\ \ \ garage L �"!' \ garage ex. surmountab/el `- REMOVE &RESTORE J ""-"'� I Rim=938.92 Ex.MH =` & gutter STREET jO EQUAL OR Inv=922.88 I Rim=933.96 BETTER tCOND7710N Inv=922.37 � I /Y I ^/C' L�II /1 n I Ex.MH-\ VYlilil,4J % I l�1 I L_lJL\.rJ I L_l�r r. Rim=927.12 - Inv-916.83/ CHRISTOPHER S. I ROBERT C. HU/BREGTSE I RICHARD A. & SHAR/E L. CHARLSON I & BETSY A. SWEDLUND RICHARD M. GORRA I & USA K. SHEA I r T I \J AV L Web Slte: www.ottoassoelates.com 8West Division Buffalo, MN55313 Ph: (763)6824727 SE? Fax: (763)6823522 and Land Surveyors, Inc. N rock ret-waled Ex. CS Rim=922.11 house MATTHEW T. & USA A. KOEPPEN Ex.MH-Son Rim=922.31 LOTUS WOODS BOB AMICK r �QcrcS CHANHASSEN, MN -7tCa a"s rock ret-walls 0 BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 I I I HOUSE TYPE A \ V ct 52.00 g $d h 11.00 12.67 N Son "12.00 Rtm=9 L04.05 - -) 4d N 0 ry' Inv-898.47 HOUSE TYPE B r_-7--I 50.00 0 Ex. MH-San o Rim=906.16 Inv-897.94 p 9.00 O �\ N 12.67 12.00 HOUSE TYPE C NOTES: 1. ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE RIGHT OF WAY EXCEPT LOTS 5 & 6. 8. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. PROJECT NO: COMPOSITE UTILITY PLAN 2-05-0190 SHEET NO. 2 OF 16 SHEETS DATE: 8/20/07 I H£ 1 ! i 0 m •� \ o -- ­4 J2 iYrz 10 di 7211 Ae e �iQ _ o 1 O MI H? PMTFBT Tp v c Qi O y m MHJ N� \L1 _,fit y ro• � ^T i GV °PVCS� M y J'�lv 4 ENE e l 50 0 50 100 150 _4 C I �}IYD. W x , —I I cc -o 4, 32Gd I L_ �Y� J CONNECT 7O I 'n �S� z� / TOP NUT HYDRANT LOCATED �I EXIST. iWM W/ M a �O ly 2 I 8 X 8" NET TAP I v \ Q / BENCHMARK: �+I rx. bit. d/w w (� , ' to I� O Chi = Q � I O� - V m N v y a 3F 2 v / HI THE INTERSECTION OF FOX L 1 J N�S / HILL DRIVE &CARVER BEACH J'2v^5 tom i Q L y O �` ROAD. ELEVATION = 942.96 -1 11CZ J / J2v4 w} c — J'ru �O / _ I O y J ti Q 202 o / --- a O 2 ti a / i�1 J +— / y v 1 .�1 L4 NOTES: j' oo1 �' & g / i / 1. ALL WATERMAIN SHALL BE C-900 % / L...% , rl V / �) DR18 AND SHALL BE INSTALLED WITH DUCTILE / IRON FITTINGS. FITTINGS SHALL BE 4, / POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE �i j V /• ti WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL 3%°i' oho D! I O L o`; Ze L'J BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE OFF LL BE TERMINATED AT ALL HYDRANT BREAK o °;� / 2. ALL 8° PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. J,35 I Zary 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND ,o, o W•F; / / SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. s ��c O / 4. WATER SERVICES SHALL BE 1" COPPER WITH ,,- I I t _ / JAMES V. & L. F r �' , a ^ MARY RERICH 1" CORP. _ �• ^ 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 3;a3 c — — — _ _J --� r 1° �r ^ao y°ry�� �ty�� h �° a� y°o'er 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS JAMES V. do 1 G r .F\c NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. -;WAR);; L, fR£R/CHI 0 ( I / W 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE -- —j RIGHT OF WAY EXCEPT LOTS 5 & 6. 10uag R I, Ws `` J _1 2 J I y1`1o�ddo 220 ) SCALES: H �� J ij L f-- 3 REMOVE & RES C 0a I c j edge of bits \ TO EOt/AL JJ / I" = 50' HOR _ _ — E c a /Z'ISTREET DIT1 ; ` C, I" = 10' VER _ _ T REMOVE S' EQUAL OR Loy).° o i BETTER a $ � STREET CIDITION \ „'� a r� /��J I` C C 970 970 (0. ....... ..... -I ..I::::II ::..-...:.Ij......:. �.::::::::::::: I : : : : : : I : . :..: ::.. :..: ::: I : ::::::::::::JU 8 960 .::::::I::::::+LO:::OD&D.II�....:_....:....-:....:-....:....-: ..: 960 -----------a-:::-:-I--:-:-:.�-:---�----:-:I--:::-::::---:::-::�::-:--4---1::-:::-:: �_-------.--EXISTING CENTRLINE; P�OFILE - I I I I I I I I I I I R .:::: I ::::::: 14 N ICENTTRL.INE. PROFILE : PROPOSED .: P I i I I I I I I I I I I I I I I I I ;:�::::I:..... 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ENGINEER O 9West Division St. 2-05-0190 CHECKED BulFab,MN55313 BOB AMICK LOTUS WOODS DRIVE NO. DATE BY DESCRIPTION C.S.O. SSOCIATES Ph:(763)6624727 Paul E. Otto Fax.(763)U23522 CHANHASSEN, MN SHEET N0. 3 OF 16 SHEETS DATE. 8/20/07 REVISIONS LICENSE # 40062 DATE: Engineers and Land Surveyors, Inc. I u I o V = Al e or Z' Ik) M h �j � I h�. �V at a) a 1 cA\ A 17 cj"I b I I ` �pJSe t I•�+ OHE \f — 1 j11 l OHE iE o j ° (n � I 3278 4�im �t�0 I Sto = *1. V U D — 1'0 CL j2" -- I I 11 o �� I I Sta 2+03.55 R= 22 0 O \ ,, 3 ✓P D = 0815 L = 27. 3216 oHe m R= 5.00 .1 I o 1 / o L = 0.50 r o IDS4a 15 5 +2 32; 5 R = 345. \ PI to = 1+06. O\ IL = 96.18 225. 0 e / 4 / / / j �• i J273 c — s / / i e / o�N 3272 0 '"ND URB & 3+00 e — — j PROP RTY LIN 4+ J'2 „7 I -- ---------- --- LO Cb, j 32;0 m 1+0 D "A1N7ILE 4" -- -- m L ' DRAINIILE 32va \) TYR. 3208 �I "J SURMOUNTABLE Itd —� ry)__ 1 CONCRETE CU8 320:' 2 &GUTTER ex. bit. d/w � I Q J v L if -L 2 cO I I L—J 0) o J v J2vQ i LO to SEE DETAIL A 32C3 `O -0 3 /14 mm 32C; SOLES; J J._VV p rl I J —1 5 H i' Qp " r C15 199 .\ . ell CHECKED I I I ' Ph: (7o, 68 55313 C.S.O. SSOCIATES Ph: (783)6824727 Paul E. Otto Fax: (763)682.3522 LICENSE # 40062 DATE: Engineers and Land Surveyors, Inc. DETAIL A BOB AMICK CHANHASSEN, MN NOTES: 1. ALL STORM SEWER SHALL BE RCP CLASS Ill UNLESS OTHERWISE NOTED, 2. INSTALL WIMCO INLET PROTECTION (OR APPROVED EQUAL) IN ALL CURB INLET STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL INLET PROTECTION OVER THE LIFE OF THE CONTRACT AT NO ADDITIONAL COST. 3.INSTALL 2 STRIPS OF SOD BEHIND BACK OF CURB AFTER PRIVATE UTILITY INSTALLATION. 4. INSTALL 4" PERFORATED DRAIN TiLE BEHIND ALL CURB ACCORDING TO DETAIL. CONNECT DRAINTiLE TO CB1 & CBMH2. 5. RIPRAP & FILTER FABRIC SHALL BE PROVIDED AT THE INLET TO THE PROPOSED POND AND AT THE END OF THE DISCHARGE PIPE THAT OUTLETS TO THE WETLAND WITHIN 24 HOURS OF PIPE INSTALLATION. 6. PRIOR TO INSTALLATION OF CASTINGS, STORM SEWER INLET SHALL BE PROTECTED BY DRAPING FABRIC OVER THE STRUCTURE AND PLACING A STEEL PLATE ON THE STRUCTURE TO HOLD THE FABRIC IN PLACE (INCIDENTAL). 50 DETAIL B 0 50 100 150 y / — V Z' �°gym as \ \ t v h I; ins/a��\cJ4/ 1to��c �a���2 I EX 10 DRAINAGE ._... & UTILITY EASEMENT - N ::edge of bit' 05 h ,vr r�r\/k° REMOVE & RESTORE / STREET TO EQUAL OR / BETTER CONDITION. NOTES: 1. Grates to be made in (2) PIECES 2. All metal shall be hot -dipped -galvanized 15" 1/4" STEEL PLATE 66 LF 15" RCP ® 6.06% TO MH1 INV = 925.00 ULIAIL A —A Structure Requires (2) - Piece Grate Per Drawing -i1F,Lia PIPE PVC Ro SMOOTH E ® 4" o.c. EAl_ .._. 1 r: 928.50 t. BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX, HILL DRIVE & CARVER BEACH i ROAD. ELEVATION = 942.96 L'J / c" \.1 V <' J[ Ib 1 o °a JA � e i N See Detail A -A r57"0 O.D. I 1/4-X1" FLAT STL. (4) 1/2" 0-13 UNC -1 Hex Head Stainless Steel Bolts With Nuts and Washers --•1 16" 1 16" 1 16" F.— 933.50 8" ORIFICE 4" ORIFICE 012" 933.50 3� • S<OpF INLET PIPE CONIC. WEIR N (SEE �= a DETAIL) f `- 932.00 ......................—931.50 EE4' CON 0ETTILWEIR 28 LF 15" PVC ,928.00 NOTES: 48" Monolithically 1. Standard pipe bedding required on both Inlet & ou let pipes. Poured Concrete 2. Inlet pipe must be larger than outlet pipe. CITY OF POND OUTLET STRUCTTUORE REVISED: 1-06 DATE: 2_ 9 7 PLATE NO.: 3109 FILE NAME:393_3139 L 11 +00 12+00 13+00 STREET & STORM SEWER LOTUS WOODS DRIVE SHEET NO. 4 OF 16 SHEETS I I I 980 I I I I 90 960 I I I 950 I I I r- 940 I 930 I 920 ( I I I 910 900 14+00 NO: 2-05-0190 8/20/07 Ex.MH-San Rim=927.89 1 A �5 \ LF)40 3n \ 1 1 1 SEP!BAReG• t3 1 V, \ �; 1 qnl �� 1 Ir \ \ x ' Rm_92734...91�441 \ lnv=901.80 $cNL� 1 A� 1 1 w �o Ici \i; gy, L1'E CKI t 9 UO 'o Iro EqN �yAL� 1 CON L QCE11n_rI,.� R�.� CE conc. �y \g010 \\\\\• \ 1 4% v, �'; \ cp 1 cow cD \ 1 Ex. MH-San , 1 1 W 1\ co \ \ 1 1 Rim=68.9 6'\ roc�c�'' G; tcb 1 V, 1 cU cr \ 1 �I ENE\ \ Inv--9 8.50 £ 1 1_ ret-�B\ol1 \\ i- 1 co ro Ex M WIN 1 \ 1 G1E 1 zlm 1 1 IRK 1 / j IR;m=�0.63' \. L j' ,0ow \� \ ` \ L.. I\ \ I 1 I I\ I \ ROB =A41NV55.317 1� 1 A�Sr�E \ I 581 FOX EVEN C' pSN 1 Alm 1 1� V �^ 1 et�w�ll�\ �\ `�+ o \� \ \ CHANHAS S L j In 1 Ex.MF�-San T ro 1 \ yes \ SHgRON\< f>t 1 Rim=961.57 \, 11_: O x\ CnL 40 \ 315° / 7'a i� ?,\ 1 Inv--9 0.13 \J / , o / I 1I/ \ CERVILLAROAQ t \ �I 1 66 - 1 '\ p$�ARENBMN 55317 m \ 31 gv _ o / x� _ y 96 sse \ I 1 \ \ 1 1 \\\ \ \ \ \ CHANHAS$ \ L 'o n �, �� o, \\ \ \ \ 5.2t.,, he _ \ j 3j 51 0 0 \� ss _ 960 \ \ o �` \� / \\ \�/~ wetland Ex.MH-Son-..\ n %A_�=�� \ I G� 9 Rim=938.62 o Inv-928.57r ) �� I I\ �a9611,��7_/\ \\ 1,�Io \`�°`� ' \ to p ? \ O I I \ `� \\ 0 7 1\ �� r\ E.O.F. _ - _ m X 949.2� _ _ \ 1 ` \\ 1 OHNL= � �348 \ � \\ I ' � � �_ _ � ,o � � \ \ 1 I � I � I \ I \ \ m o � ��949.0<0 /� Benchmark -...�. �" TNHX / \ �050 \ f G=959. \ EOtOIE1) \\ o \ I • bit' E/ev=942.96 - 956u77LITY (N.aD1929) Wx � _ \\ \ 1\ \ mwT 954. 0. 955.25 x 955.10 \ \ L 11house F9/3 5494 7�s- � \ 92712n 927\\L \ 952.63 9d .4 A (`� \l / / _ - r -� _ _ - - - - \ \� `� �' • 927 42 " 925.0 IA JON LANG E EALtE\1% 640 CARVER BCH Rr NRi,=94761 SSASSEN,M 7`1- T \\ \1 \ \ \\ \ ExMH-San `1 1 Rim=904.05 v\ i I - - 'c - - �� - - - - - 1- \ \\\ Inv-898.47 �C--- V- 0� ��\ _ � ex.T1�Jg-,5G$0 1 A'y/4/0 4f R RS`�WAY \ \ \ - f `s50 942.0 _ 14 / L=94Sii 1- c94$. -j \ -' 2 \ \ \ I \ 928.931 5 G 1 A L E1Q5yJE$ \ h - 9 I I I 1 \ 9 age \ \ I 1 6 0 RV$R IB H $A{7 \\ gV SSEN, \ DNS 9 I / 5 I L T I \ \� , \ e walls e \ \ 1\\ /•A n 2 \ 9 / garage �\ \ vn v� \ 942 � / DR14 OE-:::\.00i7r`m 1 � � rAme 940 2 / ' ,� ENT 1 \` Q42 SrJB I \ tea\ / �" \ house LEA r7 /) T p I % X _ \ 931.50 [� ra k \ \\ \ 2 \� 1 V I o 6 \ - , - J L_ k Q, I 94¢\ 4\ L \i 1 /I Ire o Is I 1 I \ \ \ \2 \ AIMl-=g33 _ �3ei� - l= 941.23 - - - 942 ( I I I \ \ \ Ex.MH-San � \ RIm=935.84 \ Inv-927.17 0__ �\ a t-wall. LISA A. KPPEPP�Eh( I I I I c \\ q�:p ^$O�nB ex. grove � ACFldE01T 1 \I j - I o I �& I = 931.20 (to Ia IN N N o rn ° ° o� 'm=K19`06.16 Exist. wm 1q r, A 71 ,r--i 0 _� \ \ J '\. ce orn rn i I I I ` Inv-897.94 h v E h • - Ex. CB � Ex. MH-San \ I III I .-r-A "I \ RIm-g3o. \.\.. - - '`Ex.MH-Son \ 9 Inv-927Y1 R1m=933.21 �..,-ex. surmountabl 1 �EX.C6 Inv=923.97 I ROCK CONS7RUCT10N Rim=938.92 Ex.MH ?6� p g &gutter Inv-922.88 R1m=933.96 \ Nlnv 9�26%93 ENTRq�CE 9? I I lnv-922.37 6',C:::Ex.,Hf1='San W.Inv-924.03 I e/�lnw#23.60 9� \ I I /AY I ^ �/1 /1 /�C` /1 vl I /l I I C� /� I I /O EX.MH-San-! \ /�Inv=.?_tP.28 O v Ali Ex.MH-Son k.k/ I I 1 RIm=92Z 12 Rimc979.31 Rim=922.51 1 � ^ Inv-916.831 "Lt \ NW.Inv=91380 I I I ti I I I �l NSlnv-913.71 L ii i 15'FE \ 1 CUR77S W, & I CHRISTOPHER S. ROBERT C. HU/BREGTSE RICHARD A. Inv=922.90 r \N OELLE W. SWENSON I k SHARIE L. CHARLSON I k BETSY A. SWEDLUND I &USA K. SHEA � R/CHARD Al.MGORRA IPRAP \ z r11A/AI v/\ /rIly N E571 1 E POND \ 1 \ \ N - edge of pond-'' 15'CMP I \ \ \\\ \ \ \ N.lnv-917.95 \ S.Inv=917.44 / cedgev Ex.30"RCP-• Wln�--91798 or IR R/m=923.14 lr 1 v N 1-4 RIm=920.94 V I AV ✓ I I I 4 Inv-908.29 BY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT o conc. NIL 0 9 0 9y� • X 961 � 966 c; \ \ \ s�\10 M N I NORTH INTERSECTION DETAIL NOT TO SCALE DESIGNED DRAWN I HERE Web Site: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassoclates.com LOTUS WOODS P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division St. CHECKED BuRa1o,MN55313 BOB AMICK C.S.O. WSEF; Fh:(753)6822472T Paul E. Otto Fax:(763)632.T522 CHANHASSEN, MN : V,C.:CC u Armco MATT. Englneersandland5urveyors,lnc. BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 PL CL PL 25' 1 25' 14' to Back 14' to Back Wear Course to be 1/2" Qe Above Edge of Gutter 5\0 e 3.0% 2.07 5\oQ 1.5 1 1' Draintiie 4" Topsoil, Seed 1 1/2"-MNDOT 23510 LVWE35030B & Mulch or Sod. Draintile Tack Coat - 2357 Surmountable 2"-MNDOT 2350 LVNW35030B Concrete Curb 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) NOTES 1. Minimum Right -of -Way Required - 50'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. 11=944 B-936 8=934 933.8 �Jyg4 9 X - T=936 E.O.F. B=934 �9 OR SS SPILLWAY RETAINING WALL DETAIL 1. RETAINING WALL SHALL BE MODULAR BLOCK. 2. BOTTOM ELEVATIONS ARE GROUND ELEVATIONS & DO NOT ACCOUNT FOR BURRED BLOCK. GRADING NOTES 1. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. LOTS SHALL BE INDIVIDUALLY GRADED WITH THE HOME CONSTRUCTION. HOUSE ELEVATIONS SHOWN ARE PROPOSED DESIGN ELEVATIONS AND SHALL BE USED AS A GUIDE IN PREPARING. 4. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. i. - 946 ? r N � g44 03 50 m m 94 \� l 0� 2 y �h 0 �-- 9 539 4030 9 .00=-g36 All 93 �G WOODS BLVD. - - SOUTH INTERSECTION DETAIL NOT 10 SCALE GRADING PLAN (PRIMARY) SHEET NO. 5 OF 16 SHEETS PROJECT N0: 2-05-0190 DATE: 8/20/07 I I I t1 r� o 40 1 1 1 1 11 Icz C'\ 1�; 1�:1' 1 $ ' `\ 1 1 c,\ 1 lc0 1c� to 1 1 ra 1 32� N \\ 1\I �\ 'coo l �fl �\ \ 1 Vil 4a 1 4� c01 1 t� 1 �, co 1 N �ROA /. _. ------ A \��mG 40 \ J ; 5� � � 1 1 1 1 1 1 � ' pR►� " / " / ' �,� � �- �' � � � �I\\ \mom , - � 1 1 � `- N � "/ -- ,- •\\ r� E.O.F. ' 949.24 \ J I \ delineated \ Benchmark / \ i _wetland-.. TNN �...�... 1 8.D5,D� �- E/ev-942.96 •. \ ' \A� OUtiot lk J i rA/ I I \ \ t"LE, r7 \ \ \ 2 \.J V ) 2 n A h-n /r--, \ �Il'�h \ rAIN) I \ L7Ln ., h In v- 922.90 i hh L_L ,PI) vrrry r, f^ A -r _ LE In f ILS POND edge of pond Ex.30 RCP - W.Inv=917.98 E.Inv-917OJ 7 i INSTALL SILT FENCE AROUND AFTER POND EXCAVA77ON -SF SF n T POND Ex.CBggggpp,, \ £x. CB my--927. Rim-9 1 Ndnv= ti. 3 W.Inv=924.03 \ I \ � I \ I I \ I OCS- -�/I ^ �it-Iv Rim =923.14 / / fT \Ivf �Kv� / `VI✓In^rnlli�l-4 �v✓ 15 "CMP N.1nv=91795 S.Inv-91744 _ Ex.30 RCP ` W.Inv-916.41 E.In v=915.92 4 --- 1 • ucrel I INLET - �- _ v h ex. surmountoblutter a & ROCK COplS7RUC710N 9 I EN71iA�CE I L-� I— Ni I ^ �/l /1 /�C` /1 ✓1 I 1 /1 _k I .,�j VVll/I r ILL\,IL_larEx C iCi 14 Rim 8922.11 I I I I I - delineated wetland \ '^ o� \ �o G N \ \\\ 0 V` � - \ o \ \\ 0 0 ks Rim=922.31 OWNERS: ROBERT AMICK 581 FOXHILL DRIVE CHANHASSEN, MN 55317 JON LANG 640 CARVER BEACH ROAD CHANHASSEN, A0 55317 CONSTANCE CERVILLA 650 CARVER BEACH ROAD CHANHASSEN, MN 55317 PAUL EIDSNESS 630 CARVER BEACH ROAD CHANHASSEN, MN 55317 AGENT.• KARON REAL ESTATE GROUP RON KARON 10159 WAYZATA BLVD. CHANHASSEN, MN 55305 (763) 438-0355 CONTRACTOR: NAME: PROJECT MANAGER: ADDRESS: PHONE NUMBER: SEQUENCE FOR CONSTRUCTI 1. INSTALL ALL PERIMETER SEDIMENT CONTROL DEVICES AND CONSTRUCTION ENTRANCES. 2. REMOVE EXISTING RETAINING WALL AND CONSTRUCT STORMWATER POND, 3. ROUGH GRADE SITE AND STABILIZE DISTURBED AREAS ACCORDING TO THE NPDES PERMIT TIMELINE. 4. INSTALL UTILITIES. 5. COMPLETE ROAD CONSTRUCTION. 6. RESTORE SITE WITH PERMANENT RESTORATION. 7. ONCE ALL DISTURBED AREAS HAVE 70% VEGETATIVE DENSITY, REMOVE SEDIMENT CONTROL DEVICES. EROSION CONTRGL NOTES \\ 1. REMOVE EXISTING RETAINING WALL BEFORE POND GRADING. \ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE \ \\ MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL \ EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES \ TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS \ OF THIS PERMIT AND AGREES TO ABIDE BY THEM. \ �\3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY \ UNLESS OTHERWISE NOTED. 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN 10:1. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) b. REMOVE SILT WIZEN ACCUMULATION REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING CONSTRUCTION MAY BE NECESSARY. d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MCASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE & CLEARLY LABELED AS SUCH. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. 15. DAILY STREET SCRAPING AND STREET SWEEPING AS NEEDED. 16. ALL FABRIC AND RIPRAP AT THE FLARED END SECTIONS SHALL BE INSTALLED WITHIN 24 HOURS OF FLARED END SECTION INSTALLATION. DESIGNED DRAWN P.E.O M.L.H. CHECKED C.S.O. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT AS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Web Site: www.ottoassoelatescom o,UN55313St. TTO 9West (5Buffalo, MN 55313 Ph: (763)6824M7 Engineers and La d Surveyors, Inc. Fax: (763)682-3522 LOTUS WOODS BOB AMICK CHANHASSEN, MN STORM WATER POLUTION PREVENTION PLAN PROJECT NO: 2-05-0190 N0. DATE BY DESCRIPTION Paul E. Otto LICENSE 40 62 DAT SHEET N 0 . 7 0 F 16 SHEETS DATE: $i2oio� REVISIONS \ r \ \ )47 _ � N G OP SIGN Stl N o rn m' 6 —_ O I \\�. j 4 \ _ — / \� K�`• ' � io (bi, 1 4�6 � 3 03 \ 5� \ \ \5 1 \ \ \ \ • �j 47B 40 p \\ \ / \ N� _ 6 \ 1 • I 1 I F496 O � ,� 1 I I t / \\ _ �8 VV 66 6 5 5 J \ \ \\ - delineated 2454 " " 0 / \ \ \ \ 46 I 7 \../4 51 52 \ \ ' 7 1 I I 5 \\ \ wetland \ cD 47 -- \ 60 r � 952 \_ � ' 49 02 5 \ 1 56 5 \\ � Zo 6�1s 21 21s 02 �9s L 961.5 {i`����..-`'({yyJ^.�J1]] • y .46 � y M8 �, 509 I I i I � L \ a 149 10 �7 I y�4iU °� I 5 7\\ � � Oj � ' ' TL T �Q 161 \ , \ �D �'' i� \ 1 I555��� 5 2 6 \ W p '.G �\ 1 \ 8 74 3 125 O V O `'. �46 \ f 0 Q 0 46 l \ I51 T3 \\\ '` r n \{Jy��) 111\ delattal ) \ F 9\ \ 9 75 / z \..._wet/and-• \ 5 • 1f9 I •" 8 7 �> V \ f 0 / 380 40 377 $ 050\* 1 4 5 G1 751 13t144 JN 9\ 9 \ \956 9 •5 ' L f04 939 \RcP79 � r77 1452 \J J 48 \ JJJ"� T 93 74 42 72 67 8 S 0 j � 608�q�c_'')`��J \ \\\\ \ \ p p �� \ 16 \ J Zo 75 69 I 7 4 2.Y/4 9 609�%' \ e- \ �26��' l../3B4 473 / 58 �l.,r"13 23 610\ \ \ \\\ \ m N O 118 '1 7 LL= 6.8 / 437 / / 2543 \ .20 —� (` 6355 • O \ 9 94 \ \ 5 28I \5, \ 24 311 18 3 io 06 \ I / 7 1 \ w 1 O1\ (\\ \ 197 / 5 6 • 9 > N cQ+\ 20 12\\ 2\ \\ \ • \ / �✓ / �� (/�{) / V I 3 0 ��\ \ \ \ \ ``� \ \ 15 21 �27 6 3 \\ 4�_ Tom' ✓ ( r 1­�� '\,.3w��\ 9 \ \ 3 2 \J92 \ \ \\ \ LL 94b.� _- 2s2 362 z \ �-- 948 �9 1 \ \ \ f I 1 I I I \ \ _ - 6_� \ 44- _ 94 4 940? /942 8-940� ^ r �944� L 2 3 _ 942� 9�G STOP IGN s3o \ �ODI�J TREET/SIGN \ �� �o� o 0�98 L / / 72'burt 3e _ _ \ o \ �I \ol I I I N i a,p 90� 0� IIIIIIII I 67mople�\ 9::••-ez. surmountable e/ 92� 8 mop/,0 \ ��10'mcp/e & gutter ` g2 3-10'b. wood (91Omap/e /J 3FI 'b wood 157FE- � \ 6 Inv=922.90 mote �IPRAP \ mop/e9Z� N \>\ t -10 b.wood �6'cedoro�?. �� POND edge of pond-` \ 10\o� fi-6'wlrtpw \ 6\A#10 ook \ ` o \\ spry-Ex.15"CMP l \ \ \ \ \ \6CSproca� N.lnv-917.95 A f Slnv-91744 .1 14 spn=ec \ r v L I r I\ \ \ \ \ 12'm Pcl 1-92 Ex.30"RCP- -• % \ \ 6,.woo �g18O W.lnv=917.98'� c E.Inv=917.03 \r- 12' \ — G �F DENOTES STOP SIGN + DENOTES STREET SIGN ❑ DENOTES PARK SIGN SF SF— DENOTES SILT FENCE TPF TPF— DENOTES TREE PRESERVATION FENCE 0 DENOTES EXISTING TREES AFTER CONSTRUCTION O DENOTES TREES TO BE PLANTED 0 DENOTES TREES TO BE PLANTED AFTER HOME CONSTRUCTION TOTAL TREES REQUIRED = 72 FOR TREE SIZE & SPECIES REQUIREMENTS REFER TO THE CITY OF CHANHASSEN CODE OF ORDINANCE CHAPTER 18, ARTICLE III DESIGN STANDARDS, SECTION 18-61 LANDSCAPING & TREE PRESERVATION REQUIREMENTS. er EXISTING BASE LINE CANOPY COVERAGE = 234,634 SF (80%) — — — — — — — — �� i, _ nbe 1ea.waad — ��6 MINIMUM CANOPY COVERAGE REQUIRED = 161,439 SF (55%) DCs— ,14 EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 95,368 (32%) Rim=923.14 �1 v I I /-� E.lnv 915.92 � v in �� �� I CANOPY AREA REQUIRED = 66,071 SF X 1.2 = 79,285 SF n✓v REQUIRED PLANTING (79,285 / 1089) = 72 TREES oil DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT Web Site: PROJECT NO: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION FINAL TREE PLANTING P.E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER www.ottoauoolates.wm LOTUS WOODS UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division St. & SIGNAGE PLAN 2_05_0190 CHECKED TTO Buffalo, UN55313 BOB AMICK c.s.o. Pb`(7s3)662"Z7 CHANHASSEN MN SHEET NO. 12 OF 16 SHEETS 8/20/07 NO. DATE BY DESCRIPTION Paul E. Otto SSOC►ATES Fax: (763)6823522 DATE: REVISIONS LICENSE # 40062 DATES Englnearaand Land Surveyon,Inc. f I . Shape of back of buttress may vary as long as poure against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than -*5'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. -9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal -9 - See nc BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE 61 D1 B2 D2 B3 D3 6" V-5" 1'-5" V-5" 1'-5" 2'-1" 1'-6" 8" V-5" V-5" 2,-l" V-6" 2'-8" 2'-0° 12" 1'-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6„ 20" S-6" 2'-8" 5'-6' 3'-4" 1 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-10' 9'-8" 1 5'-0" 30" - - 9'-3" 1 6'-0" 1 17'-O' ■]INERT113i7n1ei.� Variable -I 3' CONCRETE SHALL BE IN CONTACT WITH Ci Gat THIS QUADRANT a OF PIPE ; BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A 9 - PLAN 45' BENDS -e - See --'- " I PLAN 22 1/2' BENDS 0 L0 N L 0 U a In T ww D Z _ J 0 U ww OD a) W U > < z o- r0 x� c o CL a < =� wm ` O W ? U 7 Cr oLJ O Cr N -0 N n U V) N O UJ o: N Z Zas a In Na c o 0 a 0 In a IN = � a _ m -0 ¢ 0 o: F 0 s O ~ 7 O =) o U If)W M Z Z (n Ld 0 Z L 0=3tco ol`�"�� S NOOK WLdm 200� ~F W O U U Y Z I <aaw M Vl¢It w UJ Iva In Li a m o > o U1 'NIW ,L T J L ? Q U to z � \ M z 00 x J - J p Ww ct � 0_ ¢¢ m o- 03 Z U M ¢1-O W LO N. OJ IIn a-Z0 zmw a_' J n r=w 2 In a_ w Y UJ LU o 0 J F m o z Fw- V LJ 0 Q U F z w 0 O rn r U z >w I- 0 if7 0 >o x o ao a ¢�= F- X Q ¢� ro 3 0 0 0In EL � O Z oM O G U 3 �z¢ W 4 �U� w ¢wmm T In NX Z C7 0 W-I,i ti x L) x�a _ M U W m WU S� O N 7- \ a -M ZW Wa< JQO �Qmm 1 �Wl�= xcns J 2 =0,ZZ 20'Cowa U w 08� KG FFmJm O 0: �. =OKU�J 0 ��+qZ NUNUIQ--=~ +X } J ZN�a�NQ �X Ug>- a"kv z� p�pMz� U\Z MIX O Wm<< vj<:E ��NM)9i 4 L6 f6 O Z q Street PL Variable 1 6' METAL FENCE POST DENOTING CURB BOX. TOP 6" PAINTED BLUE. CURB BOX WITH 1 1/4'� STANDPIPE AND STATIONARY ROD. z 0 Water Service r-� 7-1"X1" Corporation Cock/_1 Type "K" Copper Concrete Block Support Water Main NOTES: 1. DO NCT PLUG END OF CURB STOP. 2. Add 6" crmped pigtail to curb stop. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1'X1" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. DROP LID WATER Tyler No. 6860 Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 ET Sigma No. VB260OW Grade •• Tyler • 6860 Mueller No. • .. • Sigma No. • EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24' Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" V8523 No. 60 26" Sigma No. VB630 BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. V8516 60" Sigma No. VB6302 60" Valve and Box to be n plastic wrapped per I�L� BASE section 2.03a /17 7.5' Minimum cover required over top of water main. -PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Sigma NO.VB630 Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6' extended, #6 round base - GATE VALVE ADAPTER: 1/4" STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Mueller or American Flow Control Resiliant Wedge Valve Conforming to AWWA C-515-80 standards with all stainless steel nuts & bolts. 18"X18"X8" concrete block CITY Or CONCRETE CITY OF TYPICAL CITY OF TYPICAL CITY OF GATE VALVE CHANHASSEN THRUST CHANHASSEN HYDRANT CHANHASSEN WATER CHANHASSEN AND BOX INQNa G G MWOT BLOCKING INgN NG D MT T INSTALLATION 0 I NWN NO (OlMM T SERVICE MINS RING Da+MiNENT INSTALLATION 2-97 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: 1002 1005 _ 1006 Not NOTES: 1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLACKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. 5. Blocking against undisturbed soils. CITY OF CHANHASSEN VISED: 1-06 DATE: SLEEVES TYPICAL MEGALUG LOCATION PLATE NO.: 1 009 25"-.5" L 1.5" BIT. WEAR Manhole Casting and Adjusting Ring (See Plate 2110) Manhole Frame and Cover �- 2" BIT BASE CL PL Provide&I Barrier on all sanitary NEEHNAH-1979-0207 WITH Variable sewer manhole(see plate 2109) "1/1 BARRIER" INNER 1„ HDPE OR 2" MIN. RISE OR APPROVED EQUAL HDPE OR Fence Posts MANHOLE RING SEAL �- PRECAST CONCRETE ADJUSTING RINGS g. AS MANUFACTURED BY "STRIKE PRODUCTS" ADJUSTING RPRECAST INGS Rings shall be set on ABS Manhole steps, Neenah R1981J OR APPROVED EQUAL sealant or approved equal. 6" THICK CONCRETE or Aluminum, 16" on center. PRECAST, BLOCK, OR 27 27 COLLAR = Steps Shall be on Downstream BRICK MANHOLE CONE MASTIC SEAL 4 Side Unless Pipe Diameter is CORBEL 18" or Larger .I I E a c ' All joints in manhole to have "O"ring NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. f=l-'. I I- z0 E` N rubber gaskets. Infi-shield external a _ o a) c z seals as required by the Engineer. a°. BIT. WEAR COURSE ADJ. DETAIL I �0`� o Wye Plugged End � 4'-0" A Maximum of 2 Short Manhole Risers to be Used Directly I� Bc -I I a°oo r 1/8 Bend Below Cone Section I _ I I o o� N N 6" PVC SDR-26 Pipe Min. Slope 1/4" Per Foot / ' 5" Pie shall be cut out flush with inside face of wall. C \ CASTING SHALL BE NEENAH #R-1642 OR MCI #309 AND SHALL INCLUDE SELF SEALING TYPE LIDS STAMPED SANITARY SEWER OR VARIES SEE CHART iI _ _ -I i-I I -ITI I I -III -I i I _ o _ U '6 rn a -I I- o Kor-n-seal required. 48" STORM SEWER AS APPROPRIATE WITH TWO 0.58c See Marker L See Note 2. Min. � INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE CONCEALED PICK HOLES BIT. BASE Natural Ground 1/2 Pipe Diameter OR BINDER SECTION JOINTS ON Sanitary Sewer ;. .;•::::; ,::;:'.:: Precast Inverts Must be 1/2 of SANITARY APPLICATIONS OR APPROVED EQUAL AS MIN. (2-2") ADJ. RINGS AND MAX. (3-4) ADJ. RINGS d . HDPE OR Gravity Main Pipe Diameter and Benches REQUIRED BY THE ENGINEER. (1-2" RING WITH 1 PRECAST CONCRETE Sloped 2" Toward the Invert MORTOR = 0.2') ADJUSTING RINGS SANITARY SEWER SERVICE CONNECTION DETAIL L Minimum thickness of precast base is l° NOTE: 6" for 14' deep or less, and increases 6" THICK CONCRETE The Bottom of the Trench Shall be Shaped Services to be Used in Conjunction with Plastic Pie Sewer Main for Depths of 1 P P 1" in thickness for every 4' of depth COLLAR to Fit the Pipe Barrel for at Least 50% of Cover with Less Than 16 Feet. greater than 14'. the Outside Diameter. NOTES: BIT. BASE OR BINDER COURSE ADJ. DETAIL 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. NOTES: NOTE: CASTING SHOULD NOT REST ON SEAL. 1. Solvent Weld all Joints. (Non Gasketed) 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 2. When Sanitary Sewer Service is not Accompanied by a Water Service in 2. All dog houses shall be grouted on inside and outside. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. the Same Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 3. When the manhole or catch basin structure is constructed 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY NOTES: Marker and Paint Top 6" of Post Florescent Green. outside the traveled roadway a witness post and sign (MH) UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" 3. Cleanout Required on Private Property if Distance from Main to House shall be installed next to the manhole. MORTAR. Exceeds 90 Feet. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED 4. All pipe shall be bedded on granular borrow 314A or course filter SECTION BY LADTECH INC. OR APPROVED EQUAL. aggregate (3149H). CITY OF CHANHASSEN TYPICAL SANITARY CITY OF CHANHASSEN STANDARD CITY OF CHANHASSEN I & I CITY OF CHANHASSEN MANHOLE CASTING AND CITY OF CHANHASSEN PIPE BEDDING IN GOOD SOILS SEWER SERVICE MANHOLE BARRIER ADJUSTING DETAIL RCP & DIP REVISED: 1-06 DATE: PLATE NO.: 2001 REVISED: 1-06 DATE: PLATE NO.: 2101 REVISED: 1-06 DATE: PLATE NO.: 2109 �j 1 0 9 REVISED: 1-06 DATE: PLATE NO.: 2110 REVISED:2-97 DATE: PLATE NO.: 2202 FILE NAME: 393 2001 FILE NAME: 393�101 FILE NAME: 3937109 FILE NAME:393 2110 FILE NAME: 3931202 •17.1111IIIIIIIIIII 111111"7 DESIGNED DRAWN P.E.O M.L.H. CHECKED C.S.O. HEREBY CERTIFY THAT 1HIS PLAN, SPECIFICATION, OR REPORT AS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION VD THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER NDER THE LAWS OF THE STATE OF MINNESOTA. Paul E. Otto LICENSE # 4 Web Site: www.ottos,ssoze;,ates.com ir9 West D N 55 13Buffalo, MN 65313 Ph: (763)6824727 Pam. (763)682JS22 and Land Surveyors, Inc. LOTUS WOODS BOB AMICK CHANHASSEN, MN DETAILS SHEET NO. 14 OF 16 SHEETS JECT NO: 2-05-0190 8/20/07 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions /8" O.D. anized Steel c 12 Guage i� c chor Plate Typical Street Sign Installation 2.5LB. 7' Upper o Galvanized Steel Sign Post (2) 5/16" x 1" a Post Bolts - J c Tamperproof with Washers m �2V!Iin Curb 3LB. 7' Anchor Post - Pneumatically Driven Typical Traffic Sign Installation Bolt Post With Sign 7 Post to Post in Concrete Expansion Joint Material - 4 Sides Full Depth i7 C� uN Notch clay sub -grade for pipe placement loll Aggregate Base MnDOT select granular borrow o Course Filter Aggregate 0 MnDOT 3149.2H 0 Z 12" deep de to drain iv (AAll r gra Clay Sub -grade �- 4" perforated pipe geotextile wrap (3733, Type 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: PIPE DETAIL 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen NOTES: Street Superintendent (952-227-1303). 1. Cleanouts required of ending points & at 2. For Material Specifications See Section 4.11 of Standard Street Specs. 300-ft intervals. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, 2. Swing ties to be shown on as-builts Must be Mounted with Two Separate Posts. for all ending points to all draintile. 4. For Private Streets, Signs Shall be the Same as Above, Except Lettering to be 3. Openings in structure for draintile to White on Blue Background. be fabricated or core drilled. 4. This detail to be used when 2' or more of existing soil sub cut is necessary. Finished Grade One piece PVC — SDR.-35 cleanout riser (Size as per plan) NOTE: 1. Hub with threaded metal plug to be set at final grade. Metal top plug to be made of such material to allow locates via metal detector. fn LLJ CY Long Turn T-Y SDR.-35 r: 10' Ridgid SDR-35 2. Solvant weld all clean out joints.(Non gasted) 3. Clean out shall be spaced at 300 ft intervals. CITY OF STREET AND CITY OF 4" SUB —SURFACE CITY OF SUB —SURFACE CHANHASSEN TRAFFIC SIGN CHANHASSEN DRAINTILE CHANHASSEN PVC DRAINTILE FNGRFE1aNG DEPARTMENT INSTALLATION 0 8,101HEIRING DEPARTMENT C L E A N O U T ExaNmSxo DEPARiME7NT REVISED: 1-06 DATE: PLATE NO.: REVSED: 1-06 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: —_ _-, �� 5217 "1 ,�: � , 5232 _.._ .....- _7- 5234 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) ten: strength plastic zip ties per T-Post. (Machine sliced) 1._ g EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground Ties ' Min. Depth of silt fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hay or Straw Bales wo wood stakes driven through bale IN to 20' Into the gamd. Bala to be recessed 6' below grade. Bala are to be tied with a non —Degradable Material. EROSION CONTROL FENCE - TYPE 2 / ?'CIF� / P�g�\G %sO. 1"-2"WASHED ROCK i ,y)6Ty70n MM N DEPTHFO R ROCK OOR WOODCHIPS o� es yAs 18" MINIMUM CUT OFF BERM —J TO MINIMIZE RUNOFF FROM SITE / FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR SPECIFICATIONS AND STANDARDS DESIGN LOADS — AISC MANNN OF STEEL CONSTRUCTION, 9TH EDmON. ALLOWABLE AXLE WEIGHT LOAD n/a — AWS MULTI AI W. COO — SME , D1.1-94. SkFM FACTOR D/a — 29 CFR 1926 — OSRA. SArETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 are O 3' head MAXIMUM OVERFLOW RATE 5.94 are O 15' head MODEL#CG23 ASSEMBLY BOX NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. LOT 1 ROOF / PERIMETER SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS LOT 2 HOUSE LOT 3 \ DRAINAGE SWALE 091 LEGEND llr .Is,M pmCab nY M TSM F 1M baYq NAM MOR SMAW Mlpl CURB & GUTTER STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL * Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. * Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL * Topsoil -Site has a minimum of 4-6 inches of topsoil. * Construction entrance-1.5 to 3-inch clean rock at a depth of 6 inches. * House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. * Slopes -Steeper than 4:1 need fiber blankets and temporary or permanent seeding. * Swales-Need check dams or blankets. 49 CITY OF SILT CITY OF ROCK CITY OF CATCH BASIN CITY OF EROSION CHANHASSEN FENCE CHANHASSEN CONSTRUCTION CHANHASSEN SEDIMENT TRAP CHANHASSEN CONTROL ENaNEERNG DEPARTMENT eNGINFFRING DEPARTMENT ENTRANCE MG01EEING DVARIMERT DGINEQeNG DEPARTMENT REVISED: 1-04 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE NO.: REVISED: 1-06 DATE: PLATE No.: - --- ---- 5300 -I �,�. 5301 _._ ....._ -- ---- 5302A _„_ ..... _ ___ _____ 5302D DESIGNED DRAWN P.E.O M.L.H. CHECKED C.S.O. I HtKLUT VtKIIrT INA1 lritJ "LAN, JYtVirIVHIIVN, aK KttUNI WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION HLICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF HESTATEOFMWNE OTA Web Site: www.ottoaaeuciates.com s West Division sr. T Bufto,MN55313 SSOCIArEs Ph.,(763)6824727 Fix(763)8823521 Engineers and Land Surveyors, Inc. LOTUS WOODS BOB AMICK CHANHASSEN MN r DETAILS PROJECT NO: 2-05-0190 NO. DATE BY DESCRIPTION Paul ICE E. #t° LICENSE 40062 DATE: SHEET NO. 16 OF 16 SHEETS DATE. 8/20/07 REVISIONS Non4cannable Rom Item Description Folder Number ®� ®® NEB Cane Beath Road&n kWOA NA. Folder Name 8� - Job Number 3 9 Box Number �'> 0 7TO /4 sSbc ! A7LCS wands