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1c-1 The Preserve Final Plat CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Ad min istration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 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 :1.c -1 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Kate Aanenson, Community Development Director ~It/r DATE: June 26, 2006 SUBJ: Final Plat Approval for The Preserve at Bluff Creek 1 st Addition Planning Case No. 06-14 PROPOSAL SUMMARY Pinal plat approval for The Preserve at Bluff Creek 1 st Addition. BACKGROUND 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. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 2 of 20 Architectural Detail book that describes the color choices and location of the site and street orientation. EXISTING CONDITIONS The site contains a small wetland on the east side and several along Bluff Creek on the west side. The central portion of the site is generally the highest and the slopes along the north and east side of the property are moderate; slopes along the west and south sides of the property are steeper. Lift Station #24 is in the northwest comer of the property ~nd partially lies within a drainage and utility easement. A single family home exists on the north side of the property and will be removed with future phases of the project. The overhead power lines along the south side of Lyman Boulevard will remain. EASEMENTS AND RIGHT OF WAY The existing drainage and utility easement that Lift Station #24 partially lies within should be vacated once The Preserve plat is filed. The existing 100-foot wide (measured from the centerline of Lyman Boulevard) drainage and utility easement along the eastern 650 feet of the property will remain. This easement was granted to the Freeburgs and Dorseys in 1979 for underground drainage tile. A 50-foot wide drainage and utility easement centered over the existing trunk sanitary sewer must be platted and shown on the plans. This easement will also extend over the existing trunk watermaina Outlots containing public utilities - watermain, sanitary sewer and storm sewer that conveys runoff from a public street -must have blanket drainage and utility easements over the outlot. Private utilities (eag. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the association. The preliminary plat includes a 60-foot south one-half right-of-way for Lyman Boulevard/CSAH 18. The applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. Public streets will be within a 60-foot wide right-of-way. The "40' ROW" note shown on the grading plan for River Rock Circle and Deere Circle must be deleted since these will be private streets within an outlot. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 3 of 20 The right-of-way for Degler Drive South must be platted to provide access to Town and Country's proposed Liberty at Creekside development to the south. Fences, extensive landscaping and retaining walls cannot be installed within the drainage and utility easement over the trunk sanitary sewer and watermain. GRADING AND DRAINAGE The developer has submitted a grading plan for Phase I which shows the grading limits extending fro~ 100 feet north of Dairy Drive to the southern property boundary, south of Bluff Creek Boulevard. The grading plan identifies the existing and proposed 100-year floodplain. The existing floodplain crosses Lots 7 through 9, Block 3, however, the lots are still buildable. The proposed floodplain will not be within any of the lots in the final plat. Grading within the existing floodplain boundaries will be granted through the Conditional Use Permit. Staff recommends that the developer build side lookout units on Lots 3, 9 and 10, Block 5 since this housing. style is better suited for the proposed grading. On~ pond, "Pond 2," will be constructed with this phase of the project and is proposed in the southwest comer of the plat. This pond will treat runoff from the area within the final plat that lies west of Degler Drive North and a portion of the future phase of the development that lies north of Bluff Creek Boulevard. Pond 3 lies south of Bluff Creek Boulevard, east of Bluff Creek and is being constructed with the City's 2005 MUSA streets and utilities project. This was designed to treat runoff from the area within the final plat that lies east of Degler Drive North and the future phase that lies south of Bluff Creek Boulevard. The developer's engineer has been working with Kimley Horn, the City's consultant for the 2005 MUSA project, to ensure that discharge to this pond from the development is within Kimley Horn's design criteria. Additional catch basins are required at the following locations: a) The comer of Lots 11 and 16, Block 1 b) Stations 6+50 and 2+25 on Degler Drive North, and c) Station 2+50 on River Rock Circle. The outlet for Wetland A will be constructed when the property to the east develops. The developer has submitteq hydrologic and hydraulic calculations for the proposed development for the proposed site for staff review. The ponding design meets minimum requirements. The storm sewer sizing calculations will be reviewed during construction plan review. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 4 of 20 RET AINING WALLS A retaining wall is proposed within Outlot A, north of Pond 2 and between the proposed bituminous trail and the wetland mitigation area. The proposed wall will be 115 feet long; the maximum height will be four feet; therefore, a building permit is required. This wall does not encroach into the existing drainage and utility easement over the trunk sanitary sewer and watermain. UTILITIES Lift Station #24 must be placed within an outlot that will be deeded to the City. The plan shows lateral sanitary sewer and watermain extending from the trunk utilities constructed with the 2005 MUSA project. When the area south of Lyman Boulevard is final platted an IS-inch diameter watermain must be installed on the south side of Lyman Boulevard to the east property line. The developer will be reimbursed the cost difference between an 8-inch lateral and the IS-inch trunk watermain with final plat approval of that area of the development. Homes with a low floor elevation of 935' or lower will require a pressure reducing valve within the house. To the maximum extent practicable~ the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. The developer's share of the cost to prepare the 2005 MUSA AUAR is $14,365.00, which must be paid in cash with the final plat. The property has been assessed for the 2005 MUSA roads and water (City project 04-05), and for Highway 101/Lyman BoulevardlHighway 312/Highway 212 (City project 03-09). The principal and interest are deferred until the property is platted. The current principal and interest amounts are $310,999.03 and $162,976.0S, respectively. The developer has elected to pay a portion of the assessments based on the number of units within the final plat and reapportioning the remainder of the assessments to Outlots A and B. Total assessment amount: $310,999.03 + $162,976.08 = $473,975.11 Number of units within the preliminary plat: 152 Per lot assessment: $473,975.11 + 15.2 units = $3,11S.26/unit Amount to be paid in cash with the Phase I final plat: 53 units x $3,11S.26/unit = $165,267.78 Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 5 of 20 Assessment amount to be reapportioned and assessed to Outlot A: 92 units x $3,118.26/unit = $286,879.92 Assessment amount to be reapportioned and assessed to Outlot B: 7 units x $3,118.26/unit = $21,827.82 The developer will pay $165,267.78 of the assessment in cash with the final plat. A security is required for $308,707.74, the remaining balance of the assessment. 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. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. STREETS The development is subject to the arterial collector fee, which must be paid in cash with the final plat and is calculated as follows: 79.86 ac Total area of final plat - 50.01 ac - 9.11 ac Outlot A Outlot B (future (future phase) phase) - 2.91 ac Bluff Creek Boulevard ROW - 1..83 ac Lyman Boulevard ROW x $2,400/ac = $38,400.00 Puture phases of the development will be subject to this fee at the rate in effect at the time of final plat. The development plans must be changed to reflect the street names approved by the Pire Marshal. The developer proposes to construct two, 31-foot wide public streets with this phase of the development. Degler Drive North will extend north from Bluff Creek Boulevard and will ultimately terminate in a cul-de-sac on the north side of the development. The developer proposes to temporarily stub this street near Wetland 7. A temporary turnaround is not required at this location since none of the lots within this phase will access from the temporary stub. River Rock Circle will extend from the west side of Degler Drive North and will ultimately loop back to Degler Drive North. The developer proposes to temporarily stub both public streets. A temporary turnaround is not required at either location since none of the lots within this phase access the temporary stub. The proposed private streets are Deere Circle, Alfalfa Pass and Ellendale Lane. The private streets will be 28 feet wide within outlots that will be owned by the homeowners association. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 6 of 20 Curbs on public streets will be high-back; curbs on private streets will be surmountable. The street grades at Station 4+50, Deere Circle and Station 2+00, River Rock Circle must be adjusted to meet the 7% maximum allowable slope. The developer proposes to construct five-foot wide concrete sidewalks at the following locations with this phase: . Both sides of Degler Drive North, . The south side of Dairy Drive, . The north side of Pembroke Pass, . The west side of Ellendale Lane, and . The outer loop of Deere Circle. Sidewalks adjacent to private streets and within privately owned outlots shall be owned and maintained by the homeowners association and can be used bY,the public. PARKS AND RECREATION The Park and Recreation Commission recommended at the time of preliminary plat that the City Council require the following conditions of approval concerning parks and trails for The Preserve PUD: 1. The payment of full park dedication fees at the rate in force upon final.plat approval in lieu of parkland dedication. Note: A percentage of park fees may be credited as a portion of any future compensation for the acquisition of developable lands in the area currently depicted as Lot 1. 2. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 3. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2, Block 11. The resulting property to be utilized as a private association operated recreational and open space site. 4. Outlots A, B, Land:fI be conveyed to the city as public property by warranty deed. Todd Gerhardt The Preserve .at Bluff Creek 1 st Addition June 26, 2006 Page 7 of 20 LANDSCAPING The developer has provided a landscape plan that exceeds the minimum standards of the City. WETLANDS A wetland buffer with a minimum width of 16.5 feet must be maintained around all wetlands and wetland mitigation areas. 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. All structures must maintain a setback of at least 40 feet from the wetland buffer edge. Wetland Replacement Because no wetland impacts are proposed in conjunction with this project, no wetland mitigation is required. However, the applicant has shown two proposed wetland mitigation areas within the project area. These mitigation areas will be designed and constructed by the City in conjunction with the East-West Collector project. REVIEW CONDITIONS OF APROV AL On Monday, May 8, 2006 theChanhassen City Council approved the rezoning of the land within the plat for "The Preserve" from Agricultural Estate District, A2, to Planned Unit Development- Residential, PUD-R; approval of a conditional use pennit to pennit development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the preliminary plat for "The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, Inc., dated March 17, 2006, subject to the following conditions: 1. The drainage and utility easement over the northern portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. This condition does not apply with this phase. 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. This condition still applies. 3. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed righ~-of-way for Lyman Boulevard meets Carver County's requirement. This condition has been modified as follows: " The applicant must provide documentation Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 8 of 20 indicating that the proposed right-oj-way for Lyman Boulevard meets Carver County's requirement. " 4. The grading plan must identify the existing and proposed 100-year floodplain. This condition has been met. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. . This condition has been modified as follows: "A portion of some lots lie within the floodplain. Until a letter of appro val from FEMA has been received, homeowners may be required to obtain additional flood insurance". 6. Any grading within the floodplain will require a Conditional Use Permit. This condition still applies. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. This condition still applies. 8. The proposed outlet for Wetland A will be constructed when the property to the east develops. must lie along the edge of the wetland. This condition has been modified as follows: "The outletfor Wetland A will be constructed when the property to the east develops." 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. This condition does not apply with this phase. 10. Storm sewer within Street J must be rerouted through the side yards within Block 3 and outlet to Pond 2. This condition does not apply with this phase. 11. Hydraulic calculations must be submitted with the final plat submittals. This condition has been met. 12. The legend on the final grading plan must identify the lowest floor elevation. Todd Gerhardt The Preserve at Bluff Creek I st Addition June 26, 2006 Page 9 of 20 This condition has been met. 13. All buildings must be demolished before the second phase. This condition still applies. 14. The final grading plan must show the top and bottom of wall elevations. This condition has been met. . .. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. This condition still applies. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. This condition does not apply with this phase. 17. The plan must be revised to show an IS-inch diameter watermain on the south side of Lyman Boulevard to the east property line. This condition does not apply with this phase. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. This condition does not apply with this phase. 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. This condition still applies. 20. The lowest floor elevation of each unit must be shown on the utility plan. This condition has been met. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. This condition does not apply with this phase. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 10 of 20 22. The developer must pay $15,776 in cash with the final plat for the pro-rated cost for the preparation of the 2005 MUSA AUAR. This- condition still applies. 23. The outstanding assessments - $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman BoulevardlHighway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. This condition still applies. 24. Each new lot is subject to the sanitary sewer. and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. This condition still applies. 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. This condition still applies. 26~ The development is subject to the arterial collector fee, which must be paid in cash with the final plat. This condition has been modified as follows: "The development is subject to the arterial collector fee of $38,400 which must be paid in cash with the final plat". 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and turn into the street. This condition has been met. 28. Curbs on public streets will be high-back; curbs on private streets will be surmountable. This condition still applies. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north 'side of Street E must be eliminated. This condition has been met. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 11 of 20 30. Sidewalks to public private streets and within privately owned outlots shall be owned and maintained by the homeowners association. Outlot C (Trail) and other sidewalks on public streets can be used by the public. This condition applies to all phases and has been modified as follows: "Sidewalks to public. streets and within privately owned outlots shall be owned and maintained by the homeowners association. Outlot C (Trail) and other sidewalks on public streets can be used by the public. " 31. The applicant will work with staff to discuss eliminating Lots 1 and 2, BI~ck 11, and Lots 1 through 5, Block 1. This condition no longer applies. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post-development condition. This condition has been met. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. This condition has been met. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. 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. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. This condition no longer applies. 35. All structures shall maintain a 50-foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40-foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary conidor. The 50-foot setback, primary conidor boundary, 40-foot structure setback and 20-foot grading setback shall be shown on the plans. This condition still applies. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 12 of 20 sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. This condition still applies. 37. The plans shall be revised to provide a lower BOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. This condition has been modified as follows: "The applicant shall provide information to show the outletfor Wetland 7 and the routing of water to a public wate~body." 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. This condition no longer applies. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. This condition has been modified as follows: "The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runofffrom the outlet will not compromise the integrity of the sanitary. sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 1." 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. This condition no longer applies. 41. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. This condition has been modified as follows: "The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 2 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way." 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. This condition has been modified as follows: "Pond 3 shall be constructed prior to the construction of all the areas that drain to it." Todd Gerhardt The Preserve at Bluff Creek 18t Addition June 26, 2006 Page 13 of 20 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. This condition still applies. 44. 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: Tvpe 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. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed. This condition still applies. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent tilling. Similar practices shall be used behind the homes along the central part of Outlot A. This condition still applies. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. This condition has been modified as follows: "The estimated total SWMP fee, due for Phase I payable to the City at the time of final plat recording, is $88,560. " 48. 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 (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Todd Gerhardt The Preserve at Bluff Creek 1 8t Addition June 26, 2006 Page 14 of 20 This condition still applies. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland (WL 7). This condition no longer applies~ 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. This condition has been modified as follows: "Phase I Park and Trailfees are $307,400." 51. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. This condition still applies. 52. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. This condition has been met. 53. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. This condition has been met. 54. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. This condition still applies. 55. Bufferplantings shall be installed along the east property line in the rear yards of Lots 7 through 16, Block 3 and Lots 1 through 5, Block 10. This condition does not apply with this phase. 56. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. This condition still applies. 57. A conservation easement shall be recorded over Outlot A. Todd Gerhardt The Preserve at Bluff Creek 1 s1 Addition June 26, 2006 Page 15 of 20 This condition is the same as Condition #61. 58. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. This condition still applies. 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appe~dix C. Special attention s~ould be paid to areas with steep slopes (greater than 3: 1). Staff recommends that the Hill Prairie planting list be used for the restoration. This condition does not apply with this phase. 60. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. This condition does not apply with this phase. 61. Outlots A, B, Land N be conveyed to the city as public property by warranty deed. This condition does not apply with this phase. 62. The following items are to be addressed at final plat: . Attention to garage door facades including n percent of doors with windows . Color palate ( 4 minimum) . Private streets and sidewalks . Percentage of future buildable area . Setbacks on comer lots . Turnarounds at the end of private streets. These conditions have been met in the following way: All garage doors will have raised panels and windows as an option. There are more color palates see attached architectural color options and repetition control. Private streets and access has been addressed in a previous condition. The percentage of buildable are per lots is shown on the Lot Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 16 of 20 Impervious Coverage Analysis. The turnarounds on the private streets have been accommodated. Possible corner lots have been shown on the Exhibit Side Loaded Lots. RECOMMENDA TION Staff recommends that the City Council adopt the following motion: ''The Chanhassen City Council approves the Pinal Plat for The Preserve at Bluff Creek 1 st Addition subject to the following conditions: 1. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. 2. The applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 3. A portion of some lots lie within the floodplain. Until a letter of approval from FEMA has been received, homeowners may be required to obtain additional flood insurance. 4. Any grading within the floodplain will require a Conditional Use Permit. 5. Catch .basins on each side of all public streets must be no more than 300 feet apart. 6. The outlet for Wetland A will be constructed when the property to the east develops. 7. All buildings must be demolished before the second phase. 8. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 9. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 10. The developer must pay $15,776 in cash with the final plat for the pro-rated cost for the preparation of the 2005 MUSA AUAR. 11. The outstanding assessments - $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 12. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 17 of 20 13. The ,City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 14. The development is subject to the arterial collector fee of $38,400 which must be paid in cash with the final plat. 15. Curbs on public streets will be high-back; curbs on private streets will be surmountable. 16. Sidewalks to public-streets and within priv~tely owned outlots shall be owned and maintained by the homeowners association. Outlot C (Trail) and other sidewalks on public streets can be used by the public. 17. All structures shall maintain a 50-foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40-foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50-foot setback, primary corridor boundary, 40-foot structure setback and 20-foot grading setback shall be shown on the plans. 18. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. 19. The applicant shall provide information to show the outlet for Wetland 7 and the routing of water to a public waterbody. 20. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 1. 21. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 2 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. 22. Pond 3 shall be constructed prior to the construction of all the areas that drain to it. 23. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 24. 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: Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 18 of 20 Tvoe 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 ~ater. 25. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as-needed. 26. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent tilling. Similar practices shall be used behind the homes along the central part of Outlot A. 27. The estimated total SWMP fee, due for Phase I payable to the City at the time of final plat recording, is $88,560. 28. 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 (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 29. Phase I Park and Trail fees are $307,400. 30. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 31. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. 32. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. 33. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. 34. It is the intent of the City to draft the terms and conditions for the trailer at the City's lift station location. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 19 of 20 35. The existing drainage and utility easement that Lift Station #24 partially lies within shall be vacated once The Preserve plat is filed. 36. A 50-foot wide drainage and utility easement centered over the existing trunk sanitary sewer must be platted and shown on the plans. 37. Outlots containing public utilities-watermain, sanitary sewer and storm sewer that conveys runoff from a public street-must have blanket drainage and utility easements over the outlot. Private utilities (eg. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the as~ociation. 38. The developer shall plat additional right-af-way for Lyman BoulevardlCSAH 18 if required by Carver County. 39. The "40' ROW" note shown on the grading plan for River Rock Circle and Deere Circle must be deleted since these will be private streets within an outlot. 40. The right of way for Degler Drive South must be platted to provide access to Town and Country's proposed Liberty at Creekside development to the south. 41. Pences, extensive landscaping and retaining walls cannot be installed within the drainage and utility easement over the trunk sanitary sewer and watermain. 42. Staff recommends that the developer build side lookout units on Lots 3, 9 and 10, Block 5 since this housing style is better suited for the proposed grading. 43. Additional catch basins are required at the following locations: a) The comer of Lots 11 and 16, Block 1 b) Stations 6+50 and 2+25 on Degler Drive North, and ,c) Station 2+50 on River Rock Circle 44. A building permit is required for the proposed retaining wall. The wall must be designed by an Engineer registered in the State of Minnesota. 45. Lift Station #24 must be placed within an outlot that will be deeded to the City. The fully executed Quit Claim Deed for this outlot must be submitted with the final plat mylars. 46. Homes with a low floor elevation of 935' or lower will require a pressure reducing valve within the house. 47. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. Todd Gerhardt The Preserve at Bluff Creek 1 st Addition June 26, 2006 Page 20 of 20 48. The developer's share of the cost to prepare the 2005 MUSA AUAR is $14,365.00, which must be paid in cash with the final plat. 49. The developer shall pay $165,267.78 in cash with the final plat to pay the 2005 MUSA (City project 04-05) and Highway 101/212/312 and Lyman Boulevard (03-09) assessments for the lots within the final plat. 50. The developer must post a $308,707.74 security for the assessment amount that will be reapportioned to Outlots A and B. 51. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 52. The developer must work with staff to ensure that the construction plans comply with the City's standard specifications and that all appropriate detail plates are included in the plan set. 53. The developer shall pay the $38,400.00 Arterial Collector Fee with the final plat. 54. The development plans must be changed to reflect the street names approved by the Fire Marshal. 55. The street grades at Station 4+50, Deere Circle and Station 2+00, River Rock Circle must be adjusted to meet the 7% maximum allowable slope. 56. Sidewalks adjacent to private streets and within privately owned outlots shall be owned and maintained by the homeowners association and can be used by the public." ATTACHMENTS I. Pinal plat. 2. The Preserve - Architectural Details dated May 30, 2006. 3. Lot size breakdown. 4. Lot Impervious Coverage Analysis dated April 27, 2006. 5. 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I-I ~ C.., I "FCC': ~ -.:';~ ..2 ~~ C.i ::i :s' ......~ ..iJ "-cc" Q.I;~ f-+ _I fI B1L 1 9,000 sf 0.207 ac B1L 7,200 sf 0.165 ac B1L3 7,265 sf 0.167 ac B1L4 8,129 sf 0.187 ac B1L5 13,432 sf 0.308 ac B1L6 6,375 sf 0.146 ae B1L7 6,468 sf 0.148 ae B1L8 6,480 sf 0.149 ae B1L9 7,725 sf 0.177 ae ",~Nr\~SS6.N 81L10 12,502 sf 0.287 ae C\1"i ~E<6ENEO B1L11 10,829 sf 0.249 ae JUt-\ 0 5 '2.GGo G DE-Pi B1L12 10,739 sf 0.247 ae EN ?L~t4N\N . C~"N\"\~SS B1L13 8,756 sf 0.201 ae 81 L 14 8,521 sf 0.196 ae B1L15 8,839 sf 0.203 ae B1L16 9,331 sf 0.214 ae B2L1 7,637 sf 0.175 ae B2L2 7,637 sf 0.175 ae B2L3 7,704 sf 0.177 ae B2L4 7,925 sf 0.182 ae B2L5 7,452 sf 0.171 ae B2L6 8,770 sf 0.201 ae B3L1 7,761 sf 0.178 ae B3L2 7,273 sf 0.167 ae B3L3 7, 1 05 sf 0.163 ae B3L4 7,500 sf 0.172 ae SCANNED -~ '1 B3L5 8,099 sf 0.186 ac B3L6 7,514 sf 0.173 ac B3L7 7,871 sf 0.181 ac B3L8 7,871 sf 0.181 ac v B3L9 7,871 sf 0.181 ac B3L10 7,871 sf 0.1"81 ac B3L 11 7,871 sf 0.181 ac 83L12 7,871 sf 0.181' ac B3L13 7,341 sf 0.169 ac 8411 7,502 sf O.172~'a'C: 84L2 7,569 sf 0.174 ac 84L3 7,569 sf "0.174 ac..- 84L4 7,569 sf 0.174 ac B4l5 7,569 sf 0.174 ac B4l6 7,578 sf 0.174 ac B4L7 - 7,579 sf 0.174 ac B5L1 7,832 sf 0.18 ac B5L2 6,600 sf 0.152 ac B5L3 6,600 sf 0.152 ac B5L4 6,600 sf 0.152 ac B5L5 6,050 sf 0.139 ac B5L6 8,676 sf 0.199 ac B5L7 9,917 sf 0.228 ac -B5L8. 6,600 sf 0.152 ac B5L9 6,600 sf 0.152 ac B5L10 7,150 sf 0.164 ac fj:l ~,'t Vfl\~:_~ ~ ..y Ii' B5L 11 8,955 sf OUTLOTA 2,309,195 sf OUTLOTB 396,766 sf OUTLOTC 32,766 sf OUTLOTS 26,532 sf 0.206 ac 50.01 ac 9.11 ac 0.75 ac 0.61 ac SCANNED o ~ ~ ~ :It: o o Q. ~ o ii' 12 g ~ Ul ~ ~ ~ p / / ~ I / / / / / / / / I ~ii III I ~ If IIi III J ~ I I / / ." "':"""\~ ~ ~~ ~ o. ~~ o' ~ ~~. 5t C") 0.. t:: r- o to 0 ~ Q ..... ~ <0 ~ ~ ~ ~ li ~ Cb .....'3 ~ ~~ ~ ~ 3~ ~ C <b........ C II) 3 ~ II) ...... 00...... 01 ~~ ~ ~ I" 8 01 ~ ~ ~ st'l~ ~ gOl <b~ ::::::~ ~ ~f ; r a- a l Q . f J I I sa CD ~ <b ~ 0- s.. ~ o. :'3 CI) ()f 9: !D ct ):.. ~ Q ~ :x:: ~ ~ tI) CiS o a Q: ..... ~ 3 ::::: <b ~ 3 <b (l) ::Ii:: Cb '"t) tI) Q..... CD ~ tI) '"" ~ tI) ~. t) c:: :--, CI) ~. () tI) 3 'lJ o =:3 ~ s;r ~ ):.. C () a: (i a ~ d (I) 8- :::::: 3" (j) ~ "l::I 3"" "tJ ~ 'lj ~ ~. ~ ~. ~ ~. ~ c:: (') tI) C) o 0 <i ~ (i d ~ d ~ !q \Q <b Q Cb l.Q <b ...... ...... ...... ~ p ~ ~ ~ 0) Q:) ~ ""'J -. Q Q Q ~ P P 9 ~ ~ 0') tt- Cl f.I :"'" f\) I\) ~ ~ ~ 0') ...... Q P Q Q f) f.I CO' ~ ~ .P <::) ~ 01 C ~ ~~~ CI) ~ :b. ~ t;,' ~ [;;' ~ ~~ ~~. . 0- cot: ~(j) ~ 3 01 3'" ()-- CI) "t) 0 ~ ...... ~ ~ ~ ~~. ~ s. ~ c:: (J) g 3' tI) Q tI) c: () :::::::h. 30 2.~ cs Q) Q ~~ 0.. C' ~(b 0'" CI) "t) ::J--:X:: g ~ 3 ~ 0.. r-- (J) <b o CI) tI) t:J..... -. ""' (b ~ ~. ~ I::) (,fJ ~ <ii' ~ tI) Q ,,~ ~ ~~ ~ 1\)(1) Q :J'""'"t\ f.I o 3 Ol' (J) 0'1 ~ ~ (Q C 0'1 tI) ~ :h. ~~ 0')"": t..J o' _=:3 (l)Q. ;~ ~.& c: (i :3 a I~ t~ 0)..... c~ ~~ ?;. "'tJ ~~ C) r-- o 0 "" ..... <b ti l.C ~ 0'1 """J i+ tI) ...... ~ m ~ ~; tD f I ~~ ~rI a a- i ~ i r .... ~ .... x I ~ ~ ~ 15 ~ b :IE Q i~~ > W if '1 !~ m. DATE PLANNING CASE PROJECT SWMP FEE WORKSHEET June 9, 2006 06-14 The Preserve - Phase I Site Area in Acres Collector ROW Outlot A Outlot B 79.86 (2.91) (50.01) (9.11 ) Assessable area 17.83 ZONING .CLASSlFICA TION Medium Density WATER QUANTITY FEES Rate per Acre Acres Total $ 1,600.00 17.83 $ 28,528.00 Rate per Acre Acres Total $ 4,400.00 17.83 $ 78,452.00 CREDITS WATER QUALITY ITEM UNIT QUANTITY UNIT 50% TOTAL PRICE Storm water pond acre 19.9 $ 1,600.00 0.5 $15,920.00 Outlet structure each 1 $. 2,500.00 $ 2,500.00 $18,420.00 $ 106,980.00 SWMP FEE SWMP CREDITS $ 18,420.00 TOTAL SWMP FEE $ 88,560.00