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Home My WebLink AboutItem 06.e (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. ______ RESOLUTION APPROVING THE FINAL PLAT OF SUMMERLYN 3rd ADDITION WHEREAS, the owner of the property described as SUMMERLYN 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 preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. SUMMERLYN 3rd ADDITION final plat is approved subject to the developer’s execution of the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract and the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. DATED this 18th day of August 2014 CITY OF LAKEVILLE Matt Little, 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 18th day of August 2014 as shown by the minutes of said meeting in my possession. __________________________ Charlene Friedges City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 2 City of Lakeville Planning Department Memorandum To: Daryl Morey, Planning Director From: Frank Dempsey, AICP Associate Planner Date: July 29, 2014 Subject: Summerlyn 3rd Addition Final Plat INTRODUCTION U.S. Home Corporation (DBA Lennar) has submitted an application and plans for the final plat of Summerlyn 3rd Addition, which includes 23 single family lots located west of Holyoke Avenue and north of 194th Street. The Summerlyn preliminary plat of 139 single family lots was approved by the City Council on November 19, 2012. Summerlyn 1st Addition was approved by the City Council on April 1, 2013 and included 36 single family lots. Summerlyn 2nd Addition was approved by the City Council on April 7, 2014 and included 37 single family lots. A fourth phase of 43 lots remains to be final platted. The lot, block and street design of the Summerlyn 3rd Addition final plat is consistent with the approved preliminary plat. The final plat plans have been reviewed by Engineering Division staff and Parks and Recreation Department staff. EXHIBITS A. Aerial Photo Location Map B. Zoning Map C. Approved Summerlyn Preliminary Plat D. Final Plat E. Area Sketch F. Utility Plan G. Grading Plan H. Erosion Control Plan I. Development Area Sketch J. Temporary Turn Around Easement Sketch 1 PLANNING ANALYSIS Zoning. The zoning of the property is RS-3, Single Family Residential District which allows single family homes. Existing Conditions. The Summerlyn 3rd Addition final plat area is platted as Outlot G, Summerlyn 1st Addition totaling 8.5 acres. The property has been preliminary graded as part of the Summerlyn preliminary plat. Lot Area. Single family lots within the RS-3 District are required to provide a minimum lot area of 11,000 square feet for interior lots and 12,500 square feet for corner lots. The areas of the lots within Summerlyn 3rd Addition meet the minimum square footage required by the Zoning Ordinance. Lot Width. The minimum lot width for single-family lots within the RS-3 District is 85 feet for interior lots and 100 feet for corner lots. All lots meet the minimum lot width requirement. Setbacks. Setback requirements for single family lots in the RS-3 District are outlined below: Yard Front Side Interior Side Corner Rear Setbacks 30 feet 10 feet 20 feet 30 feet The proposed building pads meet the minimum setback requirements. Development Density. The Summerlyn 3rd Addition final plat consists of 23 single family lots on 8.5 acres. This results in a gross density of 2.61 units per acre. The area excluding road right-of-way and outlots is 6.71 acres which results in a net density of 3.43 units per acre. Outlots. There are three outlots proposed with the Summerlyn 3rd Addition final plat. • Outlot A is 0.025 acres in area and will be retained by the developer for part of a future single family residential lot. • Outlot B is 0.043 acres in area and will be retained by the developer for part of a future single family residential lot. • Outlot C is 0.19 acres in area and will be retained by the developer for part of a future single family lot. Access. Summerlyn 3rd Addition will have access from Huxley Avenue and Hillcrest Avenue from the south and 193rd Street from the east. Streets & Right-of-Way. Summerlyn 3rd Addition will include the construction of parts of three local residential streets. Streets abutting or within the final plat area include the following: 2 Huxley Avenue is a 32 foot wide local street within a 60 foot wide right-of-way. A five foot wide concrete sidewalk will be constructed on the west side of Huxley Avenue. A street barricade is required at the end of Huxley Avenue. 193rd Street is a 32 foot wide local street within a 60 foot wide right-of-way that will provide connection to Holyoke Avenue. A five foot wide concrete sidewalk will be constructed on the north side of 193rd Street. Hillcrest Avenue is a local street that will be 32 feet wide within 60 feet of right-of-way. A five foot wide concrete sidewalk will be constructed on the west side of Hillcrest Avenue. Temporary Turnarounds. A temporary turnaround cul-de-sac will be installed at the north end of Huxley Avenue. A temporary turnaround easement will be required from the developer prior to City Council consideration of the final plat. Future street extension signs shall be installed at the ends of Huxley Avenue and Hillcrest Avenue. Park Dedication and Trails. The developer dedicated park land in the two previous final plat phases of the Summerlyn development. For the first and second phases, land dedication totals 57.80% of the required park dedication for the Summerlyn development. The Summerlyn 3rd Addition final plat will pay a cash fee for 23 units totaling $79,626.00 at the current park cash dedication fee of $3,462.00 per unit. A cash fee will be required for the fourth and final phase consistent with the park dedication outlined in the July 23, 2014 engineering memo. Tree Preservation. There are no significant trees located within the Summerlyn 3rd Addition final plat area. Wetlands. There are no wetlands located within the Summerlyn 3rd Addition final plat. Grading, Drainage and Erosion Control. The final plat includes grading, drainage and erosion control plans. Grading, drainage and erosion control is discussed in more detail in the July 23, 2014 engineering memo. RECOMMENDATION The Summerlyn 3rd Addition final plat is consistent with the approved preliminary plat and complies with the requirements of the Zoning and Subdivision Ordinances. Planning Department staff recommends approval subject to the following conditions: 1. Compliance with the recommendations listed in the July 23, 2014 engineering report. 3 2. Five foot wide concrete sidewalks shall be constructed at the developer’s expense on the north side of 193rd Street and the west sides of Huxley Avenue and Hillcrest Avenue shown on the approved final plat plans. 3. A temporary turnaround easement for Huxley Avenue must be submitted prior to consideration of the final plat by the City Council. 4. A future street extension signs shall be installed at the north ends of Huxley Avenue and Hillcrest Avenue. cc: Zach Johnson, City Engineer Brett Altergott, Parks and Recreation Director Mac Cafferty, Environmental Resources Manager Jason Biederwolf, Lennar Nick Polta, Pioneer Engineering 4 % + 8 + . ' 0 ) + 0 ' ' 4 5 . # 0 & 2 . # 0 0 ' 4 5 . # 0 & 5 7 4 8 ' ; 1 4 5 . # 0 & 5 % # 2 ' # 4 % * + 6 ' % 6 5 % + 8 + . ' 0 ) + 0 ' ' 4 5 . # 0 & 2 . # 0 0 ' 4 5 . # 0 & 5 7 4 8 ' ; 1 4 5 . # 0 & 5 % # 2 ' # 4 % * + 6 ' % 6 5 % + 8 + . ' 0 ) + 0 ' ' 4 5 . # 0 & 2 . # 0 0 ' 4 5 . # 0 & 5 7 4 8 ' ; 1 4 5 . # 0 & 5 % # 2 ' # 4 % * + 6 ' % 6 5 (7674' 2*#5' 56 #&&+6+10 0& Ä'0)ÄÄ5*''6Ä76+.Ä184. 18'4#..76+.+6;2.#0 +JGTGD[EGTVKH[VJCVVJKURNCPYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+ COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGT WPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC E 1( ÄÄ 0#2,.. ,..,&/ 0COG 4GI0Q&CVG 4GXKUKQPU ÄÄ%+6;%1//'065 &CVG &GUKIPGF &TCYP 2KQPGGT'PIKPGGTKPI2# /GPFQVC*GKIJVU/0 'PVGTRTKUG&TKXG Ä (CZÄYYYRKQPGGTGPIEQO .#0&5%#2'#4%*+6'%65.#0&5748';145.#0&2.#00'45%+8+.'0)+0''45 ÄÄ ,QUGRJ..CTUQP 57//'4.;0PF#&&+6+10 .#-'8+..'/+00'516# .'00#4 6*#8'07'0146* 2.;/176*/+00'516# EXHIBIT F (7674' 2*#5' 56 #&&+6+10 (7674'57//'4.;00146*&'8'.12/'06 (TQPV )CTCIGHQWPFCVKQPVQ4Ä1Ä9 *QWUGHQWPFCVKQPVQ4Ä1Ä9 5KFG 4GCT %QTPGT /+0#4'# .16#4'#5( %140'4.16#4'#5( .169+&6* .169+&6* %140'4.169+&6* 5'6$#%-545Ä .QYGUV1RGPKPI'1( .QYGUV(NQQT*9. 9GVNCPF$WHHGT5GVDCEM4GCT5KFG 9GVNCPF$WHHGT Ä'0)ÄÄ5*''6Ä)4#& ))4#&+0)2.#0 +JGTGD[EGTVKH[VJCVVJKURNCPYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+ COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGT WPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC E 1( ÄÄ 0#2,.. ,..,&/ 0COG 4GI0Q&CVG 4GXKUKQPU ÄÄ%+6;%1//'065 &CVG &GUKIPGF &TCYP 2KQPGGT'PIKPGGTKPI2# /GPFQVC*GKIJVU/0 'PVGTRTKUG&TKXG Ä (CZÄYYYRKQPGGTGPIEQO .#0&5%#2'#4%*+6'%65.#0&5748';145.#0&2.#00'45%+8+.'0)+0''45 ÄÄ ,QUGRJ..CTUQP 57//'4.;0PF#&&+6+10 .#-'8+..'/+00'516# .'00#4 6*#8'07'0146* 2.;/176*/+00'516# ) EXHIBIT G 4& #&&+6+10 .')'0& Ä'0)ÄÄ5*''6Ä'415&9) )'415+10%10641.2.#0 +JGTGD[EGTVKH[VJCVVJKURNCPYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+ COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGT WPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC E 1( ÄÄ 0#2,.. ,..,&/ 0COG 4GI0Q&CVG 4GXKUKQPU ÄÄ%+6;%1//'065 &CVG &GUKIPGF &TCYP 2KQPGGT'PIKPGGTKPI2# /GPFQVC*GKIJVU/0 'PVGTRTKUG&TKXG Ä (CZÄYYYRKQPGGTGPIEQO .#0&5%#2'#4%*+6'%65.#0&5748';145.#0&2.#00'45%+8+.'0)+0''45 ÄÄ ,QUGRJ..CTUQP 57//'4.;0PF#&&+6+10 .#-'8+..'/+00'516# .'00#4 6*#8'07'0146* 2.;/176*/+00'516# ) EXHIBIT H City of Lakeville Public Works– Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Tom Kellogg, WSB & Associates, Inc. McKenzie Cafferty, Environmental Resources Manager Brett Altergott, Parks and Recreation Director Copy: Zach Johnson, City Engineer Dennis Feller, Finance Director Gene Abbott, Building Official Date: July 23, 2014 Subject: Summerlyn 3rd Addition Final Plat • Final Plat Review • Final Grading Plan Review • Final Erosion Control Plan Review • Final Utility Plan Review BACKGROUND Lennar Corporation has submitted a final plat named Summerlyn 3rdAddition. The parent parcel consists of Outlot G, Summerlyn 1st Addition. The parent parcel is zoned RS-3, Single Family Residential. The proposed subdivision is located west of Holyoke Avenue and north of 194th Street. The final plat is consistent with the Summerlyn preliminary plat that was approved on November 19, 2012. The final plat consists of twenty-three (23) single-family lots within four blocks and three outlots on 8.65 acres: Outlot A: Future residential development; to be retained by the Developer (0.03 acres) Outlot B: Future residential development; to be retained by the Developer (0.04 acres) Outlot C: Future residential development; to be retained by the Developer (0.19 acres) SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 2 The proposed development will be completed by: Developer: Lennar Corporation Engineer: Pioneer Engineering Surveyor: Pioneer Engineering SITE CONDITIONS Summerlyn 3rd Addition exists on gently sloping terrain, with existing drainage patterns that generally drains to two of the existing stormwater basins constructed with previous phases of the development. STREET AND SUBDIVISION LAYOUT 193rd Street Development of Summerlyn 3rd Addition includes the extension of 193rd Street, a local street, from the terminus constructed with the Summerlyn 1st Addition improvements to Hillcrest Avenue. 193rd Street is designed as a 32-foot wide, two-lane urban roadway with a concrete sidewalk along the north side of the street. The Developer is dedicating 60-feet of right-of- way as required for a local residential roadway. Hillcrest Avenue Development of Summerlyn 3rd Addition includes the extension of Hillcrest Avenue, a local street, from the terminus constructed with the Summerlyn 1st Addition improvements to the northerly plat boundary. Hillcrest Avenue is designed as a 32-foot wide, two-lane urban roadway with a concrete sidewalk along the west side of the street. The Developer is dedicating 60-feet of right-of-way as required for a local residential roadway. A “Future Street Extension” sign and barricades must be placed at the north end of the Hillcrest Avenue until the street is extended in the future. Huxley Avenue Development of Summerlyn 3rd Addition includes the extension of Huxley Avenue, a local street, from the terminus constructed with the Summerlyn 1st Addition improvements to the northerly plat boundary. Huxley Avenue is designed as a 32-foot wide, two-lane urban roadway with a concrete sidewalk along the west side of the street. The Developer is dedicating 60-feet of right-of-way as required for a local residential roadway. A temporary turn-around is proposed north of the plat boundary. A “Future Street Extension” sign and barricades must be placed at the north end of the Huxley Avenue temporary turn- around until the street is extended in the future. The Developer must furnish a cash escrow in the amount of $2,500 for the future removal and restoration of the temporary turn-around. SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 3 The Developer must also provide a temporary easement for the construction of the temporary turn-around. The City reserves the right to increase the street sections at the time of construction based upon site conditions. Building permits for Summerlyn 3rd Addition, except for the model home permits as allowed by the zoning ordinance, shall not be issued until the concrete curb and gutter and bituminous base pavement have been installed. CONSTRUCTION ACCESS Construction access and egress for grading, public utility installation and street construction must be from the existing 193rd Street terminus via Holyoke Avenue that was constructed with Summerlyn 1st Addition. No construction access shall be permitted through the adjacent existing subdivisions. PARKS, TRAILS AND SIDEWALKS The Park Dedication requirement for the Summerlyn preliminary plat will be met through a combination of land dedication and cash contribution and is summarized below: Total Area of Summerlyn Preliminary Plat 75.33 Acres Less Area of Delineated Wetlands (-) 6.63 Acres Less Area of Dodd Blvd R/W Dedication (75’R/W) (-) 1.63 Acres Less Area of Dodd Blvd R/W Dedication (15’ R/W) (-) 0.33 Acres Total Buildable Area 66.74 Acres Land Dedication Requirement (12%) 8.01 Acres Summerlyn Preliminary Plat - Land Dedication Summary Outlot E, Summerlyn 1st 2.67 Acres Outlot C, Summerlyn 2nd (Greenway Corridor Only) 0.13 Acres Outlot D, Summerlyn 2nd 1.83 Acres Total Land Dedication Provided 4.63 Acres Land Dedication provided with the Summerlyn 1st and 2nd Addition plats has satisfied 57.80% (4.63 acres/8.01 acres) of the Summerlyn preliminary plat Park Dedication requirement or the equivalent of 80.34 lots (57.80% x 139 lots). The balance of the Park Dedication requirement for the Summerlyn preliminary plat will be collected as a cash contribution on the remaining 58.66 lots (139 lots – 80.34 lots) as they are final platted. The Park Dedication Fee for Summerlyn 3rd Addition is calculated as follows: SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 4 23 units x $3,462.00/dwelling unit = $79,626.00 Single-Family Dwelling Units 2014 Park Dedication Fee Rate Total The Park Dedication for 35.66 lots will be applied to future final plat phases. Development of Summerlyn 3rd Addition includes the construction of public concrete sidewalks. Concrete sidewalks will be constructed along the west sides of Huxley Avenue and Hillcrest Avenue and along the north side of 193rd Street. UTILITIES SANITARY SEWER: Summerlyn 3rd Addition is located within subdistrict ML-70160 of the Marion Lake sanitary sewer district as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Lakeville/Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The existing City-owned downstream facilities have sufficient capacity to serve the proposed subdivision. Development of Summerlyn 3rd Addition includes the construction of public sanitary sewer. 8-inch sanitary sewer will be extended within the subdivision in order to provide gravity sewer service to all lots along the 193rd Street and Hillcrest Avenue extensions. 8-inch sanitary sewer was previously extended along Huxley Avenue with the Summerlyn 1st Addition improvements. The Sanitary Sewer Availability Charge was previously assessed to the parent parcel and has been paid therefore there are no sewer availability charges due. WATERMAIN: Development of Summerlyn 3rd Addition includes public watermain construction. 8-inch watermain will be extended along 193rd Street to Hillcrest Avenue and on Hillcrest Avenue to the northerly plat limits. 16-inch watermain was previously extended along Huxley Avenue with the Summerlyn 1st Addition improvements. The proposed sanitary sewer and watermain layout is in accordance with the City’s Comprehensive Sewer and Water Plans. Final locations and sizes of all sanitary sewer and watermain facilities shall be reviewed by City staff with the final construction plans. In association with MnOPS requirements, utility hook-ups for buildings within Summerlyn 3rd Addition shall not be permitted until the as-built electronic files have been submitted and approved by City staff. SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 5 DRAINAGE AND GRADING The final plat of Summerlyn 3rd Addition lies within Subdistricts SC-64 and SC-65 of the South Creek Drainage District, as identified in the City’s Water Resources Management Plan. Development of Summerlyn 1st Addition included the construction of public stormwater basins to collect and treat the stormwater runoff generated from the site. Stormwater flows from the Summerlyn 3rd Addition will be routed to two of the existing stormwater basins constructed as part of the Summerlyn 1st Addition improvements. The stormwater basins will provide water quality treatment, skimming and rate control of the stormwater runoff generated within the Summerlyn 3rd Addition subdivision. The final grading plan has demonstrated that for all properties located within the Summerlyn 3rd Addition development, the maximum yard grade shall not exceed 10-percent for the first 20-feet beyond the building footprint. The final grading plan must identify all fill lots in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with building 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. 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. STORM SEWER Development of Summerlyn 3rd Addition includes public storm sewer construction. 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 basins located within Outlots A, B and C in the Summerlyn 1st Addition. Draintile construction is required in areas of non-granular soils within Summerlyn 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 parcel and shall be paid with the final plat. The Trunk Storm Sewer Area Charge is calculated as follows: SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 6 Gross Area of Summerlyn 3rd Addition 376,693 s.f. Less Area of Outlot A (Future Residential Development) (-) 1,113 s.f. Less Area of Outlot B (Future Residential Development) (-) 1,878 s.f. Less Area of Outlot C (Future Residential Development) (-) 8,241 s.f. Total = 365,461 s.f. 365,461 s.f. x $0.167/s.f. = $61,031.99 Net Area of Summerlyn Third Addition Area Charge Total Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. WETLANDS There are no wetlands within Summerlyn 3rd Addition. EROSION CONTROL The erosion control plan is consistent with the 1st Addition. The plan includes the following: • A seed/mulch specification that meets City requirements. • All 3:1 slopes will be seeded and stabilized with fiber blanket. • MnDOT seed mix 25B (or BWSR mix #1) will be used in all stormwater treatment areas below the HWL. MnDOT seed mix 26B (or BWSR mix #2) will be used on the stormwater treatment area slopes above the HWL. • Stormwater treatment areas were graded with the 1st Addition. • Silt fence will be installed to protect offsite areas from sediment transport. • Installation of erosion control at street curbs after utilities are installed. • Erosion control blanket is shown on all pond slopes. • Streets must be cleared of debris at the end of each day. • Pond Maintenance: A maintenance schedule for the first 2 years must be included in the plans. This must include mowing 2 to 3 times, 30 days apart during the first year with the mower deck about 6-8” off the ground. The third year, the pond areas must be mowed once before weeds set their seeds. This will reduce weed establishment and help stimulate the desirable vegetation. This will cut down on maintenance in the long-term. • Inlet protection is identified on the plans. Rock construction entrances must be installed at all locations where tracking may occur onto the existing paved roads. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Additional measures shall be installed and maintained by the Developer. The SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 7 Developer is responsible for obtaining and being in compliance with the MPCA NPDES construction permit prior to the start of any work. SECURITIES The Developer shall provide a security for the Developer-installed improvements relating to Summerlyn 3rd Addition. The construction costs are based upon estimates submitted by the Developer’s engineer dated May 27, 2014. CONSTRUCTION COSTS Sanitary Sewer $ 42,621.10 Watermain 60,232.00 Storm Sewer 53,174.00 Street Construction 182,497.49 SUBTOTAL - CONSTRUCTION COSTS $ 338,524.59 OTHER COSTS Developer’s Design (6.0%) $ 20,311.48 Developer’s Construction Survey (2.5%) 8,463.11 City’s Legal Expense (0.5%) 1,692.62 City Construction Observation (7.0%) 23,696.72 Developer’s Record Drawing (0.5%) 1,692.62 Lot Corners 2,600.00 Streetlights 6,000.00 SUBTOTAL - OTHER COSTS $ 39,067.21 TOTAL PROJECT SECURITIES $ 377,591.80 The Developer shall post a security to insure 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 $2,600.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading and street and utility construction. The streetlight security totals $6,000.00, which consists of five decorative streetlights at $1,200.00 each. CASH FEES SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 8 The cash fee for street signs is $1,700, which consists of two street/stop signs at $375.00 each; eight 9-button delineator signs at $100.00 each; and two “Future Street Extension” signs at $75.00 each. If the street sign posts are installed in frost conditions, the Developer shall pay an additional $150.00 at each street sign post location. A cash fee for one-year of streetlight operating expenses shall be paid with the final plat and is calculated as follows: 23 units x $8.14unit/qtr. x 4 qtrs. = $748.88 Dwelling Units Streetlight Operating Fee Total A cash fee for one-year of surface water management expenses shall be paid with the final plat and is calculated as follows: 23 units x $7.00/unit/qtr. x 4 qtrs. = $644.00 Dwelling Units Surface Water Management Fee Total A cash fee for the preparation of record construction drawings and for updating the City base map shall be paid with the final plat and is calculated as follows: 26 lots and outlots x $75.00/unit = $1,950.00 Lots and 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 either a .dwg file (AutoCAD) or a .dxf file. The Developer shall also pay a cash fee for City Engineering Administration. The Developer will provide a security for the Developer-installed improvements. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $10,155.74. CASH REQUIREMENTS Trunk Storm Sewer Area Charge $61,031.99 Park Dedication Fee 79,626.00 Street Signs 1,700.00 Streetlight Operating Fee 748.88 Surface Water Management Fee 644.00 City Base Map Updating Fee 1,950.00 Removal of Huntington Avenue Temporary Cul-de-Sac 2,500.00 City Engineering Administration (3.00%) 10,155.74 SUBTOTAL – CASH REQUIREMENTS $ 158,356.61 SUMMERLYN 3RD ADDITION FINAL PLAT JULY 23, 2014 PAGE 9 TOTAL CASH REQUIREMENT $ 158,356.61 RECOMMENDATION Engineering recommends approval of the Summerlyn 3rd Addition final plat, final grading plan, final erosion control plan and final utility plan subject to the requirements and stipulations of this report.