Loading...
HomeMy WebLinkAboutItem 06.j Date: Item No. PINNACLE RESERVE AT AVONLEA 3RD ADDITION FINAL PLAT Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Pinnacle Reserve at Avonlea 3rd Addition final plat, and 2) a resolution designating “No Parking” areas. Overview D.R. Horton representatives are requesting approval of the Pinnacle Reserve at Avonlea 3rd Addition final plat of 32 single family lots on property located east of Highview Avenue and north of future 185th Street (CSAH 60). A “No Parking” resolution is included in conjunction with the final plat due to the 28-foot street width for the Hamel Drive cul-de-sac. The Pinnacle Reserve at Avonlea preliminary plat of 183 single family lots and 85 detached townhome lots was approved by the City Council on May 20, 2019. The Pinnacle Reserve at Avonlea final plat of 87 single family lots and 37 detached townhome lots was approved by the City Council on August 5, 2019. The Pinnacle Reserve at Avonlea 2nd Addition final plat of one lot for an HOA amenity building was approved by the City Council on March 2, 2020. The Pinnacle Reserve at Avonlea final plat is consistent with the approved preliminary plat. Primary Issues to Consider Will any trails be constructed with this phase of Pinnacle Reserve? The developer will construct a bituminous trail on the east side of Highview Avenue from Hideaway Trail to Dodd Boulevard with this final plat. Supporting Information • Final plat and “No Parking” resolutions • Signed development contract • August 5, 2020 planning report and August 28, 2020 engineering report Financial Impact: $ Budgeted: Y☐ N☐ Source: Related Documents: (CIP, ERP, etc.): Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Daryl Morey, Planning Director September 8, 2020 Zoning and Subdivision Ordinances, Avonlea PUD (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. __________ RESOLUTION APPROVING THE FINAL PLAT OF PINNACLE RESERVE AT AVONLEA 3RD ADDITION WHEREAS, the owner of the plat described as Pinnacle Reserve at Avonlea 3rd Addition has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the approved preliminary plat; and WHEREAS, the final plat is acceptable to the City. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The final plat of Pinnacle Reserve at Avonlea 3rd Addition is hereby approved subject to the development contract, security requirements, and the Avonlea PUD ordinance as may be amended. 2. The Mayor and City Clerk are hereby directed to sign the final plat mylars, development contract, and all documents required pursuant to the development contract. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 8th day of September 2020 CITY OF LAKEVILLE BY: _______________________ Douglas P. Anderson, Mayor ATTEST: ________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 8th day of September 2020, as shown by the minutes of said meeting in my possession. ________________________ Charlene Friedges, City Clerk (SEAL) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO: RESOLUTION DESIGNATING “NO PARKING” AREA ON HAMEL DRIVE WHEREAS, the City Council for the City of Lakeville is authorized in accordance with City Code to designate parking zones within the city, and WHEREAS, the Hamel Drive cul-de-sac west of Headwaters Drive will be constructed to a width of 28 feet to allow a single traffic lane in each direction with parking on one side only consistent with the approved street sections in the Avonlea planned unit development, and WHEREAS, establishing a “No Parking” area on the Hamel Drive cul-de-sac west of Headwaters Drive will discourage potential on-street parking, maintain sufficient access to the traffic lanes, provide increased sight lines for drivers, and reduce the interaction between vehicles and pedestrians. NOW, THEREFORE, BE IT RESOLVED, that the north side of the Hamel Drive cul-de-sac west of Headwaters Drive shall be designated “No Parking” anytime. ADOPTED by the Lakeville City Council this 8th day of September 2020 CITY OF LAKEVILLE By: ________________________________ Douglas P. Anderson, Mayor ATTEST: __________________________________ Charlene Friedges, City Clerk 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 5 August 2020 RE: Lakeville – Avonlea; Pinnacle Reserve at Avonlea 3rd Addition Final Plat TPC FILE: 135.01 BACKGROUND D.R. Horton, Inc. has submitted plans to final plat the 3rd Addition of Pinnacle Reserve at Avonlea, which is located east of Highview Avenue and north of future 185th Street. The proposed final plat of Outlot K and a portion of Outlot L, Pinnacle Reserve at Avonlea has 32 single family lots within 3 blocks. The subject site is zoned PUD, Planned Unit Development District as approved by the City Council on 6 April 2015. The City Council approved applications for the Pinnacle Reserve at Avonlea Preliminary Plat and PUD Development Stage Plan on 20 May 2019. Exhibits: A. Site location map B. Approved Preliminary Plat C. Final Plat (3 pages) ANALYSIS Comprehensive Plan. The 2040 Land Use Plan guides the subject site for Low-to-Medium Density Residential Uses tased on the Avonlea Illustrative Master. The proposed final plat includes 32 single family lots that are to be a minimum of 70 feet wide, consistent with the approved preliminary plat. The proposed final plat is consistent with the Comprehensive Plan. 2 Surrounding Land Uses. The table below summarizes existing and planned land uses surrounding the subject site. The proposed final plat abuts a City greenway and neighborhood park and will be compatible with similar 70 foot wide single family lots to the south. Direction Land Use Plan Zoning Map Existing Use North Low/Medium Density Residential PUD District Greenway East Low/Medium Density Residential PUD District Park South Low/Medium Density Residential PUD District 70ft. Single family lots West Low/Medium Density Residential RS-4 District 70ft. Single family lots Density. The final plat has a gross area of 10.7 acres. There are no wetlands or stormwater basins within the final plat and no dedication of collector or arterial street right-of-way. The density of the proposed final plat of 32 single family lots is 3.0 dwelling units per acre. Lots. The proposed single family lots are consistent with the minimum lot and setback requirements established by the Avonlea PUD Booklet and Pinnacle Reserve at Avonlea PUD Development Stage Plan outlined below: Min. Lot Width Min. Lot Depth Max. Lot Cover Setbacks Front/ Side Corner Side Interior Rear 70ft. 120ft. 50% 20ft. Porch 30ft. garage face 7ft. 20ft. building 15ft. deck Street. The lots within Block 1 are accessed by Hamel Drive as a cul-de-ac west of Headwaters Drive. The street was approved as a cul-de-sac with the preliminary plat as compliant with Section 11-4-3.S of the Subdivision Ordinance, which allows cul-de-sac streets only where necessary due to limitations caused by natural conditions. The cul-de-sac street has a 50 foot wide right of way and 28 foot wide street section without a sidewalk. The cul-de-sac street also complies with Section 11-4-3.S.3 of the Subdivision Ordinance that requires cul-de-sac streets to be at least 150 feet deep and not more than 600 feet deep with a turnaround end. The lots within Blocks 2 and 3 of proposed final plat are accessed via intersections with Headwaters Drive and the existing north terminus of Hamel Drive within the final plat of Pinnacle Reserve at Avonlea. Construction of Hamel Drive within the proposed final plat is designed to be consistent with the Transportation Master Plan included within the Avonlea PUD Booklet. The street has a 32 foot wide section within a 60 foot wide right-of-way. A 5 foot wide sidewalk is provided on the north and east side of the street. All street construction plans are to be subject to review and approval of the City Engineer. 3 Landscaping: The developer submitted a landscape plan and details with the preliminary plat. The landscape plan provides for trees within front yards along interior local streets, which would include the 32 lots within the proposed final plat. The approved landscaping includes a residential buffer yard as required by Section 11-21-9.E of the Zoning for Lots 10 and 11, Block 1. All of the tree types and sizes proposed on the landscape plan are consistent with the requirements of Section 11-21-9.C of the Zoning Ordinance. Park Dedication. The park dedication requirement for the proposed final plat is to be calculated based on the preliminary plat for the development. The total park area required to be dedicated to the City with the preliminary plat by Section 10-4-8.I of the Subdivision The estimated net area that will be dedicated to the City for parks within the preliminary plat is 5.92 acres, or 39.95 percent of the required park dedication for the preliminary plat. The park dedication requirement for the remaining 60.05 percent of the land will be required to be a prorated cash fee in lieu of land for 32 lots at the time of final plat approval. The developer will construct a trail along the east side of Highview Avenue from Hideaway Trail to Dodd Boulevard. The construction plans also include a trail from Highview Avenue through Outlots B and D, Pinnacle Reserve at Avonlea to the existing trail that connects between Hamel Drive and Cedar Avenue. This trail connection will complete the major greenway corridor through Avonlea identified by the PUD Master Plan and 2015 Parks, Trails and Open Space Plan. Grading Plan. The construction plans include stormwater utilities. All grading, drainage, and erosion control are subject to review and approval of the City Engineer. Utility Plan. The developer has submitted construction plans for sewer and water utilities to serve for the final plat. All utility issues are subject to review and approval of the City Engineer. Easements. The final plat dedicates drainage and utility easements at the perimeter of all single family lots as required by Section 10-4-4.A of the Subdivision Ordinance. All easements are subject to review and approval of the City Engineer. Homeowners Association. The proposed final plat must be incorporated as part of the Pinnacle Reserve at Avonlea Homeowners Association. All homeowners association documents must be submitted at the time of initial final plat approval and are to be subject to review and approval of City staff and the City Attorney. Development Contract. The developer is required to enter into a development contract with the City for the public and private improvements, payment of applicable fees, and posting of required securities. The development agreement will be drafted by the City Attorney and the developer is required to execute the development agreement prior to City Council approval of the final plat in accordance with Section 10-5-1 of the Subdivision Ordinance. 4 CONCLUSION The Pinnacle Reserve at Avonlea 3rd Addition Final Plat is consistent with the requirements of the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and the Avonlea PUD District. The proposed final plat is also consistent with the approved Pinnacle at Avonlea PUD Development Stage Plan and preliminary plat. Our office and City staff recommend approval of the final application, subject to the conditions outlined below: 1. Pinnacle Reserve at Avonlea shall be developed consistent with the approved Avonlea Master Plan and the PUD booklet dated 10 March 2015, and the PUD Development Stage Plan. 2. Lots within the final plat shall comply with the following requirements: Min. Lot Width Min. Lot Depth Max. Lot Cover Setbacks Front/ Side Corner Side Interior Rear 70ft. 120ft. 50% 20ft. Porch 30ft. garage face 7ft. 20ft. building 15ft. deck 3. All right-of-way and street construction plans shall be subject to review and approval of the City Engineer. 4. Landscaping shall be installed in accordance with the Landscape Plan approved with the preliminary plat and the developer shall provide a security for installation and warranty within the Development Agreement. 5. The developer shall pay a cash fee in lieu of land for park dedication purposes as stated in the Development Agreement less credits for the construction of the greenway corridor trail. 6. All stormwater management, grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 7. All utility plans shall be subject to review and approval of the City Engineer. 8. All drainage and utility easements shall be subject to review and approval of the City Engineer. 9. Documents establishing a homeowners association shall be submitted at the time of initial final plat approval, subject to review and approval of City staff and the City Attorney. 5 10. The developer shall execute a development agreement with the City prior to City Council consideration of the final plat. c. Justin Miller, City Administrator Alex Jordan, Assistant City Engineer John Hennen, Parks and Recreation Director Andrea McDowell-Poehler, City Attorney Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Exhibit B Exhibit C City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: August 28, 2020 Subject: Pinnacle Reserve at Avonlea 3rd Addition • Final Plat Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review • Final Tree Preservation Review BBAACCKKGGRROOUUNNDD Forestar (USA) Real Estate Group has submitted a final plat named Pinnacle Reserve at Avonlea 3rd Addition. This is the second phase of the Pinnacle Reserve at Avonlea preliminary plat approved by the City Council at their May 20, 2019 meeting. The proposed subdivision is located west of Hamburg Avenue, east of and adjacent to Highview Avenue and north of the future 185th Street extension (CSAH 60). The parent parcels consist of Outlots K and L, Pinnacle Reserve at Avonlea, zoned PUD – Planned Unit Development. The final plat consists of thirty-two (32) single-family lots within three (3) blocks on 10.69 acres. The proposed development will be completed by: Developer: Forestar (USA) Real Estate Group aka DR Horton, Inc. Engineer/Surveyor: Westwood Professional Services, Inc. PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 22 OOFF 88 SSIITTEE CCOONNDDIITTIIOONNSS The Pinnacle Reserve at Avonlea 3rd Addition site was mass graded with the overall Pinnacle Reserve at Avonlea development. EEAASSEEMMEENNTTSS The parent parcels contain existing temporary public easements that will expire upon final platting the underlying parcels into lots and blocks: • Temporary Drainage and Utility Easement, per Document No. 3328208 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Highview Avenue Pinnacle Reserve at Avonlea 3rd Addition is located east of and adjacent to Highview Avenue, a major collector roadway as identified in the City’s Transportation Plan. Highview Avenue is currently constructed as a two-lane undivided rural roadway adjacent to the plat. The necessary right-of-way for Highview Avenue was dedicated with the first phase final plat. Hamel Drive Development of Pinnacle Reserve at Avonlea 3rd Addition includes the construction and extension of Hamel Drive. Hamel Drive is designed as a 32-foot wide urban roadway with a sidewalk along the north/east side of the roadway east of Headwaters Drive. Hamel Drive will terminate in a permanent cul-de-sac west of Headwaters Drive. The Developer is dedicating the necessary right-of-way as shown on the final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be from an entrance on Headwaters Drive via Hideaway Trail and Highview Avenue. No construction access shall be allowed from the adjacent residential roadways in Avonlea. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The park dedication requirement fee has not been satisfied and is required with the final plat, calculated as follows: 32 lots x $4,509.00 = $144,288.00 Lots in Final Plat Park Dedication Fee Park Dedication Required with Final Plat Greenway Corridor Trail The City’s Parks, Trails, and Open Space Plan identifies a greenway corridor traversing east/west through the area of the Master Plan. The Developer shall construct a portion of a trail within the greenway corridor with the final plat. The City shall reimburse the Developer $59,885 with the final plat for 100% of the costs for bituminous pavement and aggregate base for the trail construction within the greenway corridor. PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 33 OOFF 88 Development of Pinnacle Reserve at Avonlea 3rd Addition includes the construction of public trails and sidewalks. 5-foot wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of Hamel Drive except for the Hamel Drive cul-de-sac west of Headwaters Drive. The Developer shall construct a bituminous trail along the east side of Highview Avenue from Hideaway Trail to Dodd Boulevard with the final plat. The Developer will be responsible for 100% of the grading and restoration for the bituminous trail. The Developer shall receive a $12,180 credit to the final plat cash fees for the City’s 3/8th share (excluding grading and restoration) of the trail construction costs and a $13,410 credit for 100% of the trail construction costs north of the plat boundary. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Pinnacle Reserve at Avonlea 3rd Addition is located within subdistricts NC-20170 of the North Creek sanitary sewer district as identified in the City’s Sewer Plan. The wastewater from the development will be conveyed via existing trunk sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The City’s Comprehensive Sewer Plan identifies the sewer downstream of the proposed 18- inch extension as an area of Potential Future Capacity Constraints. This section of sanitary sewer should be monitored for capacity as development continues upstream. A future sanitary sewer analysis may be required to determine the capacity available in the sanitary sewer downstream. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be paid with the final plat . The fee will be based on the current rate in effect at the time of final plat approval, calculated as follows: 32 units x $327.00 = $10,464.00 Total Units 2020 Sanitary Sewer Availability Charge Per Unit Sanitary Sewer Availability Charge required WWAATTEERRMMAAIINN Development of Pinnacle Reserve at Avonlea 3rd Addition includes the extension of public watermain. Watermain will be extended within the development to provide water service to the subdivision. Consistent with the City’s Water Plan, trunk watermain extensions are required to be completed with the final plat. The Developer shall extend the 12-inch trunk watermain along Hamel Drive from the existing 20” watermain at Highview Avenue to the east plat boundary. The City will credit the Developer $17,576.00 for the oversizing of the trunk watermain in the development. The credit is based on the cost difference between 8-inch watermain and the oversized watermain that will be installed. The credit will be applied to the Developer’s final plat cash fees and is based on bid prices provided by the Developer’s engineer. PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 44 OOFF 88 DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Pinnacle Reserve at Avonlea is located within subdistricts FO-6 and FO-8 of the Farmington stormwater district as identified in the City’s Water Resources Management Plan. A Vermillion River Watershed Joint Powers Organization (VRWJPO) Principal Connector and Water Quality Corridor are located within the site draining from west to east. The water corridors are conveyed under Cedar Avenue via existing culverts. The stormwater management basins that will treat the runoff generated from the site were constructed with the overall mass grading of Pinnacle Reserve of Avonlea. The City and VRWJPO are planning to make improvements to the water corridors adjacent to the site. The improvements would include restoration of the channels, repair of eroding slopes and improving the vegetation. The improvements would be located within Outlots B and D, Pinnacle Reserve at Avonlea. The final grading plan shall identify al l fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Pinnacle Reserve at Avonlea 3rd Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Pinnacle Reserve at Avonlea 3rd Addition includes the construction of public storm sewer systems. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basins located within Outlots B and D, Pinnacle Reserve at Avonlea. Draintile construction is required in areas of non-granular soils within Pinnacle Reserve at Avonlea 3rd Addition for the street sub-cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be paid with the Pinnacle Reserve at Avonlea 3rd Addition final plat, calculated as follows: PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 55 OOFF 88 465,497.62 s.f. x $0.178/s.f. = $82,858.58 Net Area of Pinnacle Reserve at Avonlea 3rd Addition Single Family Area Charge Total Trunk Storm Sewer Area Charge RREESSIIDDEENNTTIIAALL BBUUFFFFEERR YYAARRDD RREEQQUUIIRREEMMEENNTTSS Highview Avenue is a major collector roadway as identified in the City’s Transportation Plan. A buffer yard containing earth berms and/or plantings of a sufficient density to provide a visual screen and a reasonable buffer a minimum of ten feet in height shall be provided adjacent to Highview Avenue. A certified as-built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Pinnacle Reserve at Avonlea 3rd Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetland impacts proposed with this phase. All wetland permitting was completed with Pinnacle Reserve at Avonlea 1st Addition. The Developer is responsible for the installation of 10 Natural Resource Signs along the wetlands and creek buffers. Final locations must be review by City staff prior to installation. TTRREEEE PPRREESSEERRVVAATTIIOONN The site was mass graded with the Pinnacle Reserve at Avonlea 1st Addition. Tree removals were completed with the 1st addition. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. A detailed SWPPP must be submitted to the City for review prior to any land disturbance. Redundant silt fence is required along all wetlands and waterways that do not have a 50-foot established buffer. The Developer is responsible for the establishment of native vegetation around all stormwater treatment basins and any disturbed or farmed buffer. The Developer is responsible for establishment of native seeding within all stormwater basin, creek/wetland buffers and any area outside of the city park. A management plan including a schedule for the establishment and a minimum of 3 years of maintenance must be submitted to the City for review. PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 66 OOFF 88 Additional erosion control measures may be required during construction as deemed necessary by City staff or the Vermillion River Watershed JPO. Any additional measures required shall be installed and maintained by the developer. SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Pinnacle Reserve at Avonlea 3rd Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on August 21, 2020. CONSTRUCTION COSTS Sanitary Sewer $ 196,792.20 Watermain 167,574.00 Storm Sewer 155,565.80 Street Construction 324,423.38 Erosion Control and Restoration 40,000.00 SUBTOTAL - CONSTRUCTION COSTS $884,355.38 OTHER COSTS Developer’s Design (3.0%) $ 26,530.66 Developer’s Construction Survey (2.5%) 22,108.88 City’s Legal Expense (0.5%) 4,421.78 City Construction Observation (5.0%) 44,217.77 Developer’s Record Drawing (0.5%) 4,421.78 Natural Area Signs 1,500.00 Landscaping 65,000.00 Street Lights 4,800.00 Lot Corners/Iron Monuments 3,200.00 SUBTOTAL - OTHER COSTS $176,200.87 TOTAL PROJECT SECURITY $1,060,556.25 The street light security totals $4,800 which consists of four (4) post-top street lights at $1,200 each. The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $3,200.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. CCAASSHH FFEEEESS A $3,300.00 cash fee for traffic control signs is due with Pinnacle Reserve at Avonlea 3rd Addition. If the street signs are installed during frost conditions, the developer shall pay an additional $150.00 for each street sign location. PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 77 OOFF 88 A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 32 units x $40.48/unit = $1,295.36 Dwelling Units Streetlight Operating Fee Total A cash fee for one-year of environmental resources management expenses shall be paid at the time of final plat approval and is calculated as follows: 32 units x $66.16/unit = $2,117.12 Single Family Dwelling Units Environmental Resources Management Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 32 units x $90.00/unit = $2,880.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administ ration will be based on three percent (3.00%) of the estimated construction cost, or $26,530.66. CASH REQUIREMENTS Park Dedication 144,288.00 Sanitary Sewer Availability Charge 10,464.00 Trunk Storm Sewer Area Charge 82,858.58 Traffic Control Signs 3,300.00 Streetlight Operating Fee 1,295.36 Environmental Resources Management Fee 2,117.12 City Base Map Updating Fee 2,880.00 City Engineering Administration (3.00%) 26,530.66 SUBTOTAL - CASH REQUIREMENTS $273,733.72 CREDITS TO THE CASH REQUIREMENTS City’s 100% Trail Cost – Greenway Trail (Park Dedication) $ 59,885.00 City’s 3/8th Share of Trail Costs - Highview Avenue (Park Dedication) City’s 100% Trail Cost - Highview Avenue (Park Dedication) Trunk Watermain Oversizing (Trunk Water Fund) 12,180.00 13,410.00 17,576.00 SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS = $ 103,051.00 TOTAL CASH REQUIREMENTS $170,682.72 PPIINNNNAACCLLEE RREESS EERRVVEE AATT AAVVOONNLLEEAA 33RRDD AADDDDIITTII OONN–– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2288,, 22002200 PPAAGGEE 88 OOFF 88 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the final plat, grading and erosion control plan, and utility plan for Pinnacle Reserve at Avonlea 3rd Addition, subject to the requirements and stipulations within this report.