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1d-2. Approval of Plans & Specs and Development Contract for Liberty on Bluff Creek, 2nd Addtn CITY OF CHANHASSEN 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 Fina,nce Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 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 ld~l MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Kate Aanenson AICP, Community Development Director DATE: ~ August 14,2006 SUBJ: Final Plat Approval for Liberty on Bluff Creek 2nd Addition Planning Case No. 05-11 PROPOSAL SUMMARY The applicant is requesting final plat approval of the 2nd Addition of Liberty on Bluff Creek. The second addition is located north of proposed Bluff Creek Boulevard and includes 186 dwelling units. ACTION REQillRED City Council approval requires a majority of City Council present. BACKGROUND On March 13, 2006 the City Council approved the final-plat of the 1st Addition for 168 lots. On October 10, 2005 the Chanhassen City Council took the following action on the subject site: Rezoning from A2 to PUD-R; preliminary site plan review with subdivision of 6 blocks and 69 buildings including 444 units, 3 outlots (A & B which represent the Overlay District, and C which is the association pool), and 7 common lots of 91.02 acres; conditional uses for the development in the Bluff Creek Overlay District and alteration of the Flood Plain; and a Wetland Alteration Permit. FINAL PLAT'REVIEW The Final Plat for the 2nd Addition includes 3 blocks and 55 lots. Block 1 has 26 lots; Lot 27 is all the common area for Block 1. Block 2 includes 10 lots; Lot 11 is the common lot for Block 2. Block 3 includes 18 lots, with Lot 19 as the common lot for Block 3. Outlot A includes the pond, wetland, and creek and tree preservation area. A portion of Outlot B will be the 3rd Addition, the remaining potion will be preserved a natural open space. There is a private park located in the southwest corner of Commonwealth Boulevard. The type and location of all buildings are consistent with the approved preliminary plat. 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. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 2 GRADING AND DRAINAGE The proposed development is currently being graded with the first addition improvements. Runoff from the southern portion of this addition will be conveyed to the storm pond system that was installed with the first addition. These ponds were designed to treat the post-development runoff from this area. Runoff from the northern portion of this addition will be conveyed to Pond A, located in the northwest comer of the plat. This pond is designed to accommodate the post-development runoff from this area and for a 10.07 acre area west of Audubon Boulevard. This area currently drains to Pond A via a culvert under Audubon Boulevard. Storm sewer carrying runoff from a public right-of-way will be publicly owned and maintained. The storm sewer segment between Lots 18 and 19, Block 3 shall be privately owned and maintained. Additional storm sewer and catch basins are required in the western and southern portions of Commonwealth Boulevard so that the maximum spacing between catch basins does not exceed 300 feet. The type of unit and lowest floor elevation must be noted for Lots 11 through 26, Block 1 and 1 through 10, Block 2. The lowest floor elevations for Lots 1 through 4, Block 1 must be raised to a minimum elevation of 929.9 feet to meet the three-foot separation requirement between the high water level of Pond A. The hydrology and hydraulic calculations for the site have been reviewed and are in accordance with City requirements. RETAINING WALLS The grading plan identifies the construction of two retaining walls within the 2nd Addition. The western wall will lie west of Lots 11 through 13, Block 1. The wall will be approximately 260 feet long with a maximum height of five feet. The area west of the wall will be higher than the area to the east. The developer must ensure that the geogrid does not lie within the existing Xcel Energy easement, or obtain permission from Xcel energy to encroach into the easement. The second retaining wall will lie east of Lots 12 through 16, Block 1. This wall will be approximately 220 feet long with a maximum height of five feet. The area east of the wall will be higher than the area to the west. 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. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 3 UTILITIES Trunk sanitary sewer and watermain to serve the proposed development are being installed with the 2005 MUSA Expansion Improvements, City Project 04-05. These utilities have not yet connected to the existing utilities. Building permits will not be issued for Liberty on Bluff Creek 2nd Addition until the utility installation is complete and tested, except for footing and foundation permits for Lots 1 through 12, Block 1 and Lots 1,2,9 and 10, Block 2. Remaining building permits for Lots 1 through 12, Block 1 and Lots 1,2,9 and 10, Block 2 (e.g. framing or plumbing) will not be issued until the utilities are installed and have passed the required testing. The developer proposes to extend public lateral sanitary sewer and public lateral watermain from two locations along Bluff Creek Boulevard. The northern portion of the development will be served from the sanitary sewer lateral that will extend from the north-south portion of Bluff Creek Boulevard. The southern portion of the site will be served from the sanitary sewer that will extend from the east-west portion of Bluff Creek Boulevard. The developer proposes to loop eight-inch lateral watermain throughout the site. The developer's engineer modeled the proposed watermain system and has determined that an eight- inch diameter lateral is sufficient given the proposed development and the fire suppression pressure requirements at the hydrants. The eight-inch lateral must extend to the west to the Audubon Boulevard right-of-way on the north side of the plat. This eight-inch lateral will ultimately extend to the north when the adjacent properties develop to provide a looped watermain for Liberty on Bluff Creek 2nd Addition. There are two outstanding assessments for Liberty on Bluff Creek 1 st Addition: $333,926.05 for the 2005 MUSA Improvements and $174,990.76 for the Highways 1Ol/212/312/Lyman Boulevard improvements. These assessments have not been reallocated to the lots and outlots within the first addition. A letter of credit for these assessments was posted with the first addition final plat; therefore, a letter of credit for these assessments is not required with this addition. The assessment for the 2005 AUAR was paid with the first addition final plat. 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. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. 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. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14,2006 Page 4 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. STREETS Washington Boulevard, a 31-foot wide public street within a 60-foot wide right-of-way will extend from Bluff Creek Boulevard. The other public street proposed with this project is Commonwealth Boulevard, a 31-foot wide street within a 60-foot wide right-of-way, which will loop from Washington Boulevard. The remaining streets within the development will be privately owned and maintained. Upon project completion, the developer must submit inspection/soil reports certifying that the private streets were built to a 7 -ton design. Due to the proposed Planned Unit Development zoning for the development, Staff supports the proposed 20- foot wide private streets. The developer requests flexibility with the PUD to allow for on-street parking in order to satisfy a portion of the development's parking requirements. Staff supports the on-street parking proposal, subject to the following conditions: a) On-street parking is prohibited between November 1 and April 1 between the hours of 1:00 a.m. and 7:00 a.m., consistent with Section 12-16 of the City Code: Winter Parking Regulations. b) Credit for on-street parking is not allowed along the curve of the public streets. The developer paid the Arterial Collector Fee for all phases of the Liberty on Bluff Creek development with the first phase. PARKS AND RECREATION The preliminary plat recommended that a trail be constructed from Commonwealth Boulevard north through Outlot A east through Outlot B connecting to Bluff Creek Boulevard. This trail shall be constructed on shown on the preliminary plat dated March 4,2005. Park fees required for this phase of the development using the 2006 Fee Schedule are $706,800. LANDSCAPING The developer has provided a landscape plan that exceeds the minimum standards of the City. Landscaping shall be consistent with the landscaping plan dated March 4,2005. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 5 WETLANDS The plans for wetland impact and replacement received approval for compliance with the Wetland Conservation Act and received approval from the Chanhassen City Council for a Wetland Alteration Permit. The mitigation for wetland impacts will occur off-site on another site that is slated to be developed by Town and Country Homes (the Liberty at Creekside development). Construction of mitigation proposed as part of the approved wetland mitigation plan must concur prior to or concurrent with the first phase of development for Liberty on Bluff Creek. PUD DEVELOPMENT STANDARDS a. Intent The purpose of this zone is to create a PUD neighborhood mixed-density housing zone. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. b. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Buildine; Setback From Collector Street From Exterior Lot Lines Interior Public Right-of-Way Hard Surface Coverage (Total site) Required 50 feet 30 feet 30 feet 30% Minimum Proposed 50 feet 35 feet 50 feet 26.35 % of net RESIDENTIAL STANDARDS Each building permit must conform to the following standards as well as the Exterior Color and Material Manual and Building plan. 1. Premier Homes a. Two-Story (with or without basement). b. Building exterior material shall be a combination of 4" vinyl siding or shake and brick and other masonry material. c. Colors used shall be consistent with the Exterior Color and Material Manual dated December 2005. d. Each town house shall consist of 4 and 6 units with 2-car garages. The garage door shall be decorative with windows. e. Each unit shall utilize accent architectural features such as: louvers, dormers, shed or gable dormers over the patio, etc. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 6 f. All units shall utilize fiberglass shingles. g. All units shall have access onto an interior street. h. All mechanical equipment shall be screened with material compatible to the building or landscaping. 1. Garage doors must be decorative and include windows 2. Regency Homes a. Two-story buildings with underground parking, buildings are 10 and 12 units. b. Building exterior material shall be a combination of 4" vinyl siding, vinyl shakes, brick and stone and other masonry material. c. Colors used shall be consistent with the Exterior Color and Material Manual dated December 2005. d. Each unit shall utilize accent architectural features such as louvers, dormers, front porches, etc. e. All units shall utilize fiberglass shingles. f. All units shall have access onto an interior street. g. All mechanical equipment shall be screened with material compatible to the building or landscaping. h. Garage doors must be decorative and include windows. 3. Concord homes a. Three-story lookout town homes (four to seven-unit town homes) with garages in the rear. b. Building exterior material shall be a combination of 4" vinyl siding or shake and brick and stone and other masonry material. c. Colors used shall be consistent with the Exterior Color and Material Manual dated December 2005. d. Garage doors shall be decorative and have windows and have a shed roof over door. e. Each unit shall utilize accent architectural features such as dormers, gable and shed roofs, porches, pergolas over the porch, etc. f. All units shall utilize fiberglass shingles. g. All units shall have access onto an interior street. h. All mechanical equipment shall be screened with material compatible to the building or landscaping. 4. Chateau homes a. Two-story town homes with tuck-under garage (four to eight-unit town homes). b. Building exterior material shall be a combination of 4" vinyl siding or shake and brick and stone and other masonry material. c. Colors used shall be consistent with the Exterior Color and Material Manual dated December 2005. d. Garage doors must be decorative and include windows. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 7 e. Each unit shall utilize accent architectural features such as dormers, bay windows, arched windows, shutters, etc. f. All units shall utilize Class A fiberglass/asphalt shingles (230 lb. per sq. inch). g. All units shall have access onto an interior street. h. All mechanical equipment shall be screened with material compatible to the building or landscaping. REVIEW CONDITIONS OF APPROVAL On October 10, 2005 the Chanhassen City Council approved the following: Rezoning from A2 to PUD-R; preliminary site plan review with subdivision of 6 blocks and 69 buildings including 444 units, 3 outlots (A & B which represent the Overlay District, and C which is the association pool), and 7 common lots of 91.02 acres; conditional uses for the development in the Bluff Creek Overlay District and alteration of the Flood Plain; and a Wetland Alteration Permit, as stated below and as shown on the site plan and construction plans dated 9-06-05 subject to the following conditions: 1. Provide design plan that shows the color and architectural detail for each unit on the site for final plat approval. This condition has been modified to state "The developer shall build according to the PUD Standards and the Exterior Color and Materials Booklet dated December 2005". 2. The assessment for the AUAR will be paid at the time of plat recording. The assessment amount, based on gross acreage of 15.5 %, plus wetland delineation and cultural resources inventory is $22,709.00. This condition has been met. 3. The final plat cannot be presented to City Council for approval until City Project 04-05 is awarded. This condition has been met. 4. Before site grading commences, the three existing buildings on the property must be razed. This condition has been met. 5. On-street parking may be used to satisfy the parking requirement with the following sti pulati ons: . On-street parking is prohibited between November 1 and April 1 between the hours of 1:00 a.m. and 7:00 a.m., consistent with Section 12-16 of the City Code: Winter Parking Regulations. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 8 . Credit for on-street parking is not allowed along the curve of the public streets. This condition still applies. 6. The developer's engineer must work with Peterson Bluff's engineer to ensure that the proposed grading on each property matches at the property line and to eliminate and/or decrease the height of retaining walls to the maximum extent possible. This condition has been met. 7. Ground slopes shall not exceed 3H:IV. This condition has been met. 8. The final grading plan must show the proposed top and bottom of wall elevations for all retaining walls. This condition has been met. 9. Retaining walls over four feet high must be designed by a Structural Engineer registered in the State of Minnesota and require a building permit. This condition still applies. 10. The existing driveway at Audubon Road must be removed. This condition has been met. 11. All of the ponds are required to be designed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. This condition still applies. 12. The lowest floor elevation of all buildings must be at least three feet above the HWL of the adjacent ponds. This condition still applies. 13. The last public storm water structure that is road-accessible prior to discharging to a water body must have a 3-foot sump. This condition still applies. 14. The applicant shall include a drain tile system behind the curbs to convey sump pump discharge from homes not adjacent to ponds. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14,2006 Page 9 This condition no longer applies. 15. The style of home and lowest floor elevation must be noted on the final grading plan. This condition still applies. 16. Blanket drainage and utility easements are required over all common lots; however, the following storm sewer segments shall be owned and maintained by the homeowners association: a. Northeast and west of Lot 5, Block 1. b. Within the private cui de sac to Lots 1-4, Block 3. c. The connection between the private drives to Lots 9, 10, 11 and 12 Block 1 and the public lateral within Street A. d. THe connection between the private cui de sac to Lots 1 1, Block 3 and the public lateral \vithin Street D. e. East of Lot 7, Block 1. f. North of Lots 11 13, Block 5. g. West of afld betweefl. Lots 2 aFld 3, Block 6. This condition no longer applies 17. The plat must be signed by a Land Surveyor registered in the State of Minnesota. This condition has been met. 18. A minimum 75-foot long rock construction entrance must be shown on the plans. This condition has been met. 19. Tree preservation fencing must be installed at the limits of tree removal. This condition still applies. 20. An easement is required from the appropriate property owner for any off-site grading. This condition still applies. 21. 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. 22. Utility services for the buildings must be shown on the final utility plan. Sanitary services must be 6-inch PVC and water service must be I-inch copper, Type K. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 10 This condition has been met. 23. Each new lot is subject to the sanitary sewer and water hookup charges. The 2005 trunk hookup charge is $1,458 for sanitary sewer and $2,955 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 has been modified as follows: Each new lot is subject to the sanitary sewer and water hookup charges. The ~ 2006 trunk hookup charge is $1,458 $1,575 for sanitary sewer and $2,955 $4,078 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. 24. Upon project completion, the developer must submit inspection/soil reports certifying that the private streets were built to a 7-ton design. This condition still applies. 25. 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. This condition still applies. 26. Permits from the appropriate regulatory agencies will be required prior to construction, including but not limited to MPCA, Department of Health, Carver County and Watershed District. This condition has been combined with Condition #53. 27. The benchmark used to complete the site survey must be shown on the grading plan.- This condition still applies. 28. Intersection neck downs are limited to public street intersections only. This condition applies to this phase. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 11 29. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. This condition has been modified as follows: Park fees to be paid with the recording of the plat shall be $706,800. 30. The trails on both the north and south sides of collector road "A" are widened to 10 feet. This condition has been met. 31. The internal or private trail north of Block 1 shall be carefully planned and constructed to allow convenient access to the Bluff Creek Corridor, subject to staff approval. Applicable with this phase. 32. Other internal or private trails connecting residents to amenities within the PUD be enhanced. Not applicable with this phase. 33. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). This condition still applies. 34. The applicant shall work with staff to address comments received from the reviewing agencies, including conducting MnRAMs for impacted and replacement wetlands for use in sequencing flexibility for impacts on wetlands A, D, E, J and L. Details regarding the stabilization of areas upslope of mitigation area M2 shall be included in the replacement plan. More detailed plans for mitigation areas Ml and M2, including cross-sections, shall be submitted. The applicant shall consider restorations of wetlands A, F and G for new wetland credit. The applicant must receive approval of a wetland replacement plan prior to or concurrent with final plat approval and prior to wetland impacts occurring. This condition has been met. 35. A five-year wetland replacement monitoring plan shall be submitted. The replacement monitoring plan shall include a detailed management plan for invasive non-native species, particularly hybrid cattail, purple loosestrife and reed canary grass. The plans shall show fixed photo monitoring points for the replacement wetland. The applicant shall provide proof of recording of a Declaration of Restrictions and Covenants for Replacement Wetland. This condition still applies. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 12 36. A wetland buffer 16.5 to 20 feet in width (with a minimum average of 16.5 feet) shall be maintained around all wetlands, with the exceptioFl of BasiFl C. "Ai wetlaFld buffer 20 to 30 feet iFl 'Nidth (with a minimum average of 20 feet) shall be maintained amund BasiR C. 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 must pay the City $20 per sign. This condition has been modified. 37. All structures shall be set back 40 feet from the edge of the wetland buffer. The wetland buffer setback should be shown on the plans. The proposed building on Lot 1 block 1 and Lot 4 Block 3 shall be revised to meet the required wetland setback. This condition been modified. 38. The applicant shall submit a letter of credit equal to 110% of the cost of the wetland creation (including grading and seeding) to ensure the design standards for the replacement wetland are met. The letter of credit shall be effective for no less than five years from the date of final plat approval. The applicant shall submit a cost estimate for wetland creation (including grading and seeding) so the City can calculate the amount of the wetland creation letter of credit. This condition has been met. 39. Clay diversions shall be used to divert runoff around the wetlands on the south side of the development to the temporary sediment basins downslope of them. This condition does not apply to the 2nd Addition. 40. Bluff areas (i.e., slope greater than or equal to 30% and a rise in slope of at least 25 feet above the toe) shall be preserved. In addition, all structures shall maintain a 30-foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of a bluff). This condition still applies. 41. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures shall meet the 40-foot setback from the primary corridor. This condition still applies. 42. A copy of the LOMA shall be submitted to the City prior to alterations within the floodplain. In lieu of a LOMA, the applicant shall obtain a conditional use permit for alterations within the floodplain. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 13 This condition has been met. 43. The developer shall determine the base flood elevation (lOO-year) to ensure that the structures will meet all floodplain elevation requirements. This condition still applies. 44. The grade stabilization structure at the north end of Basin A is in disrepair and shall be replaced. Before the development incorporates this structure into the permanent storm water management system, the structure shall be assessed and a plan proposed and approved by the city for the repair or replacement of the structure, as well as long term maintenance. The applicant shall work with the property owner to the north to get permission to repair or replace the structure. This condition still applies. 45. Drainage and utility easements with a minimum width of 20 feet shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water infrastructure. This condition still applies. 46. A complete Storm Water Pollution Prevention Plan (SWPPP) shall be in place before applying for and receiving NPDES construction permit coverage from the Minnesota Pollution Control Agency (MPCA). This condition still applies. 47. Minimization of the amount of exposed soils on the site is needed; phasing of the development shall limit the disturbed areas open. This condition has been met. 48. All emergency overflows need temporary and permanent stabilization and shall be shown in a detail or on the SWPPP. Energy dissipation (riprap and geotextile fabric) shall be installed within 24 hours of installation of flared end sections and outlet structures. This condition still applies. 49. 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: Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 14 Type of Slope Steeper than 3: 1 10:1 to 3:1 Flatter than 10: 1 Time 7 days 14 days 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. 50. Temporary sediment basins shall be constructed and could be located in the proposed permanent storm water pond locations. If POFld }~ does not get exca'lated prior to distlH'biFlg the cOFltributing area; a temporary basin shall be COFlstructed approximately in the areas of Street D and Lot 5, Block 3. Temporary basiFls shall be labeled on the 8WPPP. .^~ detail shall be pro'/ided for the temporary outlet stmctures for the temporary basins. Clay berms shall be used to temporarily divert runoff from the construction site to the temporary basins prior to discharge. .^~dditionally the clay diversimls shall be used to divert runoff around the wetlaFlds on the south side of the development to the temporary sedimefl.t basins downslope of them. This condition has been modified. 51. Chanhassen Type 2, Heavy Duty silt fence shall be used around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. The inlet control (for area inlets, not curbside) detail shall be mono-mono heavy duty machine sliced silt fence with 4 foot maximum spacing for metal T -posts. A rock berm placed around the silt fence shall be at least 2 feet wide and 1 foot high of 1 Yz -inch clear rock. Wimco-type inlet controls shall be installed in all inlets through out the project within 24 hours of inlet installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed. This condition still applies. 52. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $288,050. This condition has been modified as follows: At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $288,050 $113,889 for the 2nd Addition. 53. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 15 (National Pollutant Discharge Elimination System Construction Permit), Minnesota Department of Natural Resources (dewatering permit), MN Department of Health, Carver County, and Army Corps of Engineers) and comply with their conditions of approval. This condition still applies. 54. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or edge of grading limits. This condition still applies. 55. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. This condition still applies. 56. A turf plan shall be submitted to the city indicating the location of sod and seeding areas. This condition has been met. 57. Dedication of Outlot A and B shall be made to the city or a conservation easement shall be established over said outlots. This condition still applies to Outlot B. 58. A lO-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. Pursuant to Chanhassen City Ordinance #9-1. This condition still applies. 59. There are a number of additional fire hydrants required and some will be re-Iocated. This condition has been met. 60. 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. This condition still applies. 61. Temporary street signs shall be installed on street intersection when construction of the new roadway allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 16 This condition still applies. 62. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. This condition still applies. 63. Submit street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. The Chanhassen Building Official and Fire Marshal will determine which streets will need naming. This condition has been met. 64. "No parking fire lane" signs will be required. Contact the Chanhassen Fire Marshal for exact location of signs to be installed. This condition is similar to #69. 65. Submit cul-de-sac design dimensions to City Engineer and Fire Marshal for review and approval. This condition has been met. 66. Accessibility will have to be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. This condition still applies. 67. Buildings over 8,500 sq. ft. in size must be protected with an automatic fire protection system. The State of Minnesota is in the process of revising Chapter 1306 of the Minnesota State Building Code regarding fire protection systems. It is not yet entirely clear how these changes will affect residential construction. It is important that the developer meet with the Inspections Division prior to final design to determine what ramifications, if any, the new requirements will have on the project. This condition still applies. 68. The developer must submit a list of proposed street names and an addressing plan for review and approval prior to final plat of the property. This condition had been met. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 17 69. Demolition permits must be obtained before demolishing any structures on the site. This condition has been met. 70. A final grading plan and soils report must be to the Inspections Division before permits can be issued. This condition still applies. 71. Walls and projections within 3 feet of property lines are required to be of one-hour fire- resistive construction. This condition still applies. 72. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. This condition still applies. 73. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. This condition has been met. RECOMMENDA TION Staff recommends that the City Council adopt the following motion: "The City Council grants final plat approval for Liberty on Bluff Creek 2nd Addition, Planning Case #05-11, creating two outlots, 3 blocks and 55 lots for a total of 186 dwelling units, as shown on construction and landscaping plans and final plat received July 19, 2006, subject to the following conditions: 1. All of the ponds are required to be designed to National Urban Runoff Program (NURP) standards with maximum 3:1 slopes and a 10:1 bench at the NWL. 2. The lowest floor elevation of all buildings must be at least three feet above the HWL of the adjacent ponds. 3. The last public storm water structure that is road-accessible prior to discharging to a water body must have a 3-foot sump. 4. Tree preservation fencing must be installed at the limits of tree removal. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 18 5. An easement is required from the appropriate property owner for any off-site grading. 6. 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. 7. The applicant shall include a drain tile system behind the curbs to convey sump pump discharge from homes not adjacent to ponds. 8. The storm sewer segment between Lots 18 and 19, Block 3 shall be privately owned and maintained. 9. Additional storm sewer and catch basins are required in the western and southern portions of Commonwealth Boulevard so that the maximum spacing between catch basins does not exceed 300 feet. 10. The type of unit and lowest floor elevation must be noted for Lots 11 through 26, Block 1 and 1 through 10, Block 2. 11. The lowest floor elevations for Lots 1 through 4, Block 1 must be raised to a minimum elevation of 929.9 feet. 12. The developer must ensure that the geogrid for the western retaining wall does not lie within the existing Xcel Energy easement, or obtain permission from Xcel energy to encroach into the easement. 13. Tree preservation fencing must be installed at the limits of tree removal. 14. 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. 15. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 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. 16. Upon project completion, the developer must submit inspection/soil reports certifying that the private streets were built to a 7-ton design. 17. 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. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 19 18. The benchmark used to complete the site survey must be shown on the grading plan. 19. Intersection neckdowns are limited to public street intersections only. 20. Park fees to be paid with the recording of the plat shall be $706,800. 21. Wetland replacement shall occur in a manner consistent with the Minnesota Wetland Conservation Act (MR 8420). 22. A five-year wetland replacement monitoring plan shall be submitted. The replacement monitoring plan shall include a detailed management plan for invasive non-native species, particularly hybrid cattail, purple loosestrife and reed canary grass. The plans shall show fixed photo monitoring points for the replacement wetland. The applicant shall provide proof of recording of a Declaration of Restrictions and Covenants for Replacement Wetland. 23. A wetland buffer 16.5 to 20 feet in width (with a minimum average of 16.5 feet) shall be maintained around all wetlands. 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 must pay the City $20 per sign. 24. All structures shall be set back 40 feet from the edge of the wetland buffer. The wetland buffer setback should be shown on the plans. The proposed building on Lot 1, Block 1 and Lot 4, Block 3 shall be revised to meet the required wetland setback. 25. Bluff areas (i.e., slope greater than or equal to 30% and a rise in slope of at least 25 feet above the toe) shall be preserved. In addition, all structures shall maintain a 30-foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of a bluff). 26. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures shall meet the 40-foot setback from the primary corridor. 27. The developer shall determine the base flood elevation (lOO-year) to ensure that the structures will meet all floodplain elevation requirements. 28. The grade stabilization structure at the north end of Basin A is in disrepair and shall be replaced. Before the development incorporates this structure into the permanent storm water management system, the structure shall be assessed and a plan proposed and approved by the city for the repair or replacement of the structure, as well as long term maintenance. The applicant shall work with the property owner to the north to get permission to repair or replace the structure. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 20 29. Drainage and utility easements with a minimum width of 20 feet shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water infrastructure. 30. A complete Storm Water Pollution Prevention Plan (SWPPP) shall be in place before applying for and receiving NPDES construction permit coverage from the Minnesota Pollution Control Agency (MPCA). 31. All emergency overflows need temporary and permanent stabilization and shall be shown in a detail or on the SWPPP. Energy dissipation (riprap and geotextile fabric) shall be installed within 24 hours of installation of flared end sections and outlet structures. 32. 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 Slo{)e Steeper than 3: 1 10:1 t03:1 Flatter than 10: 1 Time 7 days 14 days 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 33. Temporary sediment basins shall be constructed and could be located in the proposed permanent sto'rm water pond locations. 34. Chanhassen Type 2, Heavy Duty silt fence shall be used around all wetlands, streams, creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining areas. The inlet control (for area inlets, not curbside) detail shall be mono-mono heavy duty machine sliced silt fence with 4 foot maximum spacing for metal T -posts. A rock berm placed around the silt fence shall be at least 2 feet wide and 1 foot high of 1 V2 -inch clear rock. Wimco-type inlet controls shall be installed in all inlets through out the project within 24 hours of inlet installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed 35. At this time, the total SWMP fee, due payable to the City at the time of final plat recording, is $113,889 for the 2nd Addition. 36. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency (National Pollutant Discharge Elimination System Construction Permit), Minnesota Department of Natural Resources (dewatering permit), MN Department of Health, Carver Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 21 County, and Army Corps of Engineers) and comply with their conditions of approval. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or edge of grading limits. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 37. Dedication of Drainage and Utility Easement for Outlot A and conservation easement over Outlots B shall be made to the city or a shall be established over said outlots. 38. A lO-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. Pursuant to Chanhassen City Ordinance #9-1. 39. 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. 40. Temporary street signs shall be installed on street intersection when construction of the new roadway allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 41. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 42. Accessibility will have to be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 43. Buildings over 8,500 sq. ft. in size must be protected with an automatic fire protection system. The State of Minnesota is in the process of revising Chapter 1306 of the Minnesota State Building Code regarding fire protection systems. It is not yet entirely clear how these changes will affect residential construction. It is important that the developer meet with the Inspections Division prior to final design to determine what ramifications, if any, the new requirements will have on the project. 44. A final grading plan and soils report must be to the Inspections Division before permits can be issued. 45. Walls and projections within 3 feet of property lines are required to be of one-hour fire- resistive construction. 46. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 22 47. 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. 48. Building permits will not be issued for Liberty at Bluff Creek 2nd Addition until the utility installation is complete and tested, except for footing and foundation permits for Lots 1 through 12, Block 1 and Lots 1, 2, 9 and 10, Block 2. Remaining building permits for Lots 1 through 12, Block 1 and Lots 1,2,9 and 10, Block 2 (e.g. framing or plumbing) will not be issued until the utilities are installed and have passed the required testing. 49. The eight-inch lateral must extend to the west to the Audubon Boulevard right-of-way on the north side of the plat. 50. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. 51. Upon project completion, the developer must submit inspection/soil reports certifying that the private streets were built to a 7-ton design. 52. Due to the proposed Planned Unit Development zoning for the development, Staff supports the proposed 20- foot wide private streets. The developer requests flexibility with the PUD to allow for on-street parking in order to satisfy a portion of the development's parking requirements. Staff supports the on-street parking proposal, subject to the following conditions: a. On-street parking is prohibited between November 1 and April 1 between the hours of 1:00 a.m. and 7:00 a.m., consistent with Section 12-16 of the City Code: Winter Parking Regulations. b. Credit for on-street parking is not allowed along the curve of the public streets. 53. The developer shall build according to the PUD Standards and the Exterior Color and Materials Booklet dated December 2005. 54. The internal or private trail north of Block 1 shall be carefully planned and constructed to allow convenient access to the Bluff Creek Corridor, subject to staff approval. 55. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 56. "No parking fire lane" signs will be required. Contact the Chanhassen Fire Marshal for exact location of signs to be installed. Final Plat - Liberty on Bluff Creek 2ND Addition Planning Case 05-11 August 14, 2006 Page 23 ATTACHMENTS 1. Final plat dated July 19, 2006. 2. Landscape Plans dated August 1, 2006. 3. Materials and Colors Location Map with product elevations. 4. Development Review Application. 5. SWMP Fee Worksheet. 6. Landscaping Cost Estimate. g:\plan\2005 planning cases\05-llliberty on bluff creek\2nd addition final plat plans 7-06\liberty 2nd add fp.doc PLA T FILE NO. C.R. DOC. NO. LIBERTY ON BLUFF CREEK 2ND ADDITION Westwood Professional Services, Inc. "- ~.\.. ~-0 I~ ~~ J .~\\ ~~{.~'\ ~'oU\o,\ 'e."~.~ \ "9'2.'~ ~~=====:~.__ ~~oO """J 4.'2'2,'$0' ----~ i-D8.OJ 1?--I-IS.00 /,,--"- 1 C:8.-N8JQ2/~'F ~~ I ~~ I '"- nl L she, $hjfet 2 of J ~, <; " v '(' 722.73 NOO03,'52"W O"'~"" .'VrlV 'OUBCN ~ \ r'''' "( / The most westerly line of Outlot A. UBERTY ON BLUFF CREEK, Is assumed to bear N 000']"52" W. 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'oo~..oyllOule~" llopol' all donIogo to...."".,ty "'om planing oporallonl <>I no oon to un.... f'oplonlmalorlot."b.iJlutronllOillbaaccapledunloaopprlMlllII"oUl!ltedof th.~ond_/u-dllloctbyth.lR10.c0p.Conl'aotorPl"b-l.....bmlooi'llI'lofth. bid and/'" ",ototron. 02005 Wvslwood Profeslilonol Servfces.lne. Plantinll Notco J( ~ '--0"- ~':"""....:m~~"''''''- 5ja:~;~~~. -_.........""-- --..--- =~"!:.":.t~~":': _pIInI......I\IO<IfIOI_... Tree Detail -...---- Evergreen Tree Detail Shrub Detail -...._..._ot_ ~-~-=.:..-,.."""-- ,_r__o_ $et_...".....__... _..._-.- _...-...__...9'"<10 ,~ C-Z200t1024.a2PlFOJ.D'Ml .... 03/04/05 _ 3 Of 3 Final Landscape Plan Details Liberty on Bluff Creek 2nd Addition ~ MinMIota 8';) TO\VN &: COlTN1R'tIJQ\lE:? --a:.nZ;f'':;;;;'--~ = O~ 1_'" --- - _____AJrIIR ..- ~""'IleoIIoIOM-";:Q"""*"R4iiMMI-OffiiiOiI"_",," ,~~ w.twoodPrclessionalServices,Inc. ""-- =."":::: 1Iac-.uNaJ Coli 48 Hour. before dlll~: GOPHER STATE ONE CALL Twin CIty Area ~1-4M-0002 ...... Toll free 1-IlOO-252-1168 /~ --...: ~I I ~l,-_ /')- - - I _L__. ~~~ '~ ~ ~ '-.. .300' 12 200. 100' 3/04/OS PrelimiDary Plat (2 of 2) NOT FOR CONSTRUCTION Liberty On Bluff Creek CIwlJluten, WlnDaota ~ TOWN &: COUNTRX.H01'1~ ---a:r? (Jf..=::-- Prepueclfor. ~~~'::::-"'::'~"=":"I ~ ..- . ---- - - ... - ~...... ~ - ""'/00 Pol 0.,. -- f:f I ~ ...." ~.=s ";:"" c_"'~~ -- _ ROO =:".::- a-..~ ' -_====== _D.__ ,~r Westwood Professional Sa'vices, he. . ?Stt___llIw 1Hn,*", .... JDtt ......IU-DT."S. ,.. -- Premier Homes '" Westwood - SCANNED Concord Homes SCANNED '" Westwood ~ TOWN &: COUNTRY HOMES . '7 ~:;;v:~n~. Compau Chateau Homes "~ Westwood ~ TOWN & COUNTRY HOMES a K. Hovnanian" Company July 19, 2006 Ms. Kate Aanenson, AICP Director of Community Development City of Chanhassen 7700 Market Boulevard p.o. Box 147 Chanhassen, MN 55317 CITY OF CHANHASSiN RECEIVED JUl 1 9 2006 CHANHASSEN PLANNING DEPT RE: Final Plat Application - Liberty on Bluff Creek Phase 2 Dear Ms. Aanenson: Town & Country Homes is pleased to submit the final plat application for phase 2 of Liberty on Bluff Creek. The second phase of Liberty on Bluff Creek will consist of homesites north of Bluff Creek Boulevard and west of Washington Boulevard. This phase of the development includes 186 new home sites featuring 78 Concord homes; 80 Chateau homes and 28 Premier homes. Please find enclosed with this letter and application, all information that is required by the city of Chanhassen for consideration of the final plat application. To facilitate the consideration of this application, I am also enclosing a rendering for each housing collection that will be constructed in phase 2 of Liberty on Bluff Creek. We look forward to working with you to obtain approval of this application by the City Council on August 14, 2006. Thank you for your continued cooperation on this project and if you have any questions or concerns, please do not hesitate to contact me at 952-253-0462. Sincerely, Kevin Clark Vice President of Land Development Enclosure(s) cc: Rick Janssen, Vice President of Land Development SCANNED Gr ~QUAl HOUSING OPPORTUNITY 7615 Smetana Lane, Suite 180 . Eden Prairie, Minnesota 55344 . Phone 952-944-3455 . Fax 952-944-3437 . www.townandcountryhomesmn.com Minnesota Builder #20539403 & #20543466 Planning Case No. CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 CITY OF CHANHAsseN RECEIVED JUL 1 9 2006 DEVELOPMENT REVIEW APPLICATION CHANHASSEN PLANNING OEPT ~~fM'tI' OWrillr:~fifld2:.~ .~'" ....J.... a,. .'. . L<{. :"~d~ l~ """~ .t:;li;~~ .~~ .~~ -;l~ ' c(jnfa~...'.."p... .. ..... ......... . . PhOl'1,~..~...~:?- "1# Fax.If.tp'#7-.'f/Yf;' Email: C~. JlJd..t!_ ~ -0- NOTE: Consultation with City staff is reauired prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Vacation of Rlght-of-Way/Easements (VAC) Interim Use Perrnit (IUP) Variance (VAR) Non-conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development" Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan Review Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost'" - $50 CUP/SPRNACNARlWAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ Site Plan Review (SPR)" X Subdivision" An additional fee 01$3.00 per address within the public hearing notification area wlllb8 invoiced to the applicant prior to the pUblic hearing. *Sixteen (16)fullooSize folded copies of the plans mustbe submitted. including an 8112" X 11" reduci&d copy for each plan sheet along with a dlaital CODY in TIFF-Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: Uk (f..t~" fa rJ/+ ('.I... Y.. ,-. Pb.t~ ,;t LOCATION: ~~.J. nt. MJa,.- fl.a.J I >>if"'~ AJ ilullv.ee.v L31"J~ LEGAL DESCRIPTION: ...A~t:.l -r;q,~. i ('Ct,,.,.J.7 Hn""..;~. s.,~V!.. ,~f l,'~ c'^ ~,.J.t (y-t"fOlL ,''1 ('t')P1f>I"t\>1". loc1Ht. AtJprbtJ&) ~ Yk. ~m.J p~~ -r~ iL J&J;nttY.I7 Ckn J4t(;w _ 4~ib? IJr .f4,,~..:t '1fP'1?'.J.~ i/~ ~t:~ L<"dJ:m7J 1kJ .~-l ~k('4~ P k~J. AJ4S {;.d.......... . tAU.hOi tD..-. tf);,,~ a/ YJ ..~ 9, . .. ~ 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. Befo,re 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 matier pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of TlUe 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. The documents and information I have submitted are true and correct to the best of my knowledge. ~~ Slgnatul'e""Ot1 ~ . ~Hl2u 2--. Signature of Fee Owner 7-18, 0(.0 Date r /l~ ()~ ate G:\plAN\forms\Devefopment Review Appllcatlon.DOC Rev. 12/05 SCANNED Property Description: Outlot A, LffiERTY ON BLUFF CREEK, according to the recorded plat thereof, Carver County, Minnesota. SCANNED SWMP FEE WORKSHEET DATE July 26,2006 FILE NO. 05-11 PROJECT Liberty on Bluff Creek - Phase II Site Area in Acres Outlot A (ponding/Wetland) Outlot B (Future Plat) Assessable area 54.89 -4.26 -30.23 20.4 ZONING CLASSIFICATION Medium Density FEES Rate per Acre Acres Total WATER QUALITY $ 3,100.00 20.4 $ 63,240.00 Rate per Acre Acres Total WATER QUANTITY $ 4,400.00 20.4 $ 89,760.00 CREDITS Storm water pond* Outlet structure acre 23.62 each 1 50% UNIT TOTAL PRICE 0.5 $ 3,100.00 $36,611.00 $ 2,500.00 $ 2,500.00 $ 39,111.00 ITEM UNIT QUANTITY SWMP FEE $ 153,000.00 SWMP CREDITS $ 39,111.00 TOTAL SWMP FEE $ 113,889.00 *Credit includes 10.07 acres from DA-5A, which is primarily an undeveloped area located just west of Audubon Road. The applicant's modeling used a slope of 2.3% for the drainage area and a curve number of 81, which assumes post- development conditions. Rate control and confirmation of the proposed post-development curve number will be required upon the development of the remainder of DA-5A. August 1,2006 Liberty on Bluff Creek 2nd Addition Landscape Cost Estimate 219 Overstory Deciduous Trees 2.5" Cal. @ $350.00 108 Ornamental Trees 1.5" Cal. @ $275.00 110 Evergreen Trees 6' Ht. @ $250.00 181 Shrubs #5 Cont. @ $45.00 Subtotal Edger, Mulch & Weed Barrier (10% of Above Subtotal) Sod 18,200 S.Y. @ $3.50 2nd Addition Landscaping Estimate Total Detail Planting for Monument Area 2 Ornamental Trees 1.5" Cal. @ $275.00 3 Evergreen Trees #10 Cont. @ @ $250.00 17 Shrubs #2 and #5 Cont. @ $45.00 178 Perennials & Grasses #1 or #3 Cont. @$15.00 Subtotal Edger, Mulch & Weed Barrier (10% of Above Subtotal) Monument Area Total 20021024.02 $ 76,650 $ 29,700 $ 27,500 $ 8.1 45 $141,995 $ 14,200 $ 63.700 $219,895 $ 550 $ 750 $ 770 $ 2.700 $ 4,770 $ 480 $ 5,250