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HomeMy WebLinkAbout4.b. Approval of Final Plat Prestwick Place 16th Addition EXECUTIVE SUMMARY Planning Commission Meeting: September 17, 2018 Tentative City Council Meeting: September 18, 2018 AGENDA ITEM: 18-41-FP: Request by Prestwick, LLC, for Final Plat Approval for Prestwick Place 16th Addition AGENDA SECTION: Consent PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 4.b. ATTACHMENTS: Site Location; Final Plat; Preliminary Plat, Grading Plan; Easement Vacation Sketch; Engineer’s Memo dated August 23, 2018 APPROVED BY: KL RECOMMENDED ACTION: Motion to recommend that the City Council approve the Final Plat for Prestwick Place 16th Addition, subject to the following conditions: 1. Execution of a subdivision agreement 2. Drainage and utility easements with storm sewer infrastructure may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. 3. Conservation easements shall be recorded over all wetlands, wetland buffers, stormwater ponds and stormwater buffer strips. Fences are not allowed in the conservation easements. 4. Provision of $8,250 for Landscaping Surety 5. Provision of $64,600 for Fee-in-Lieu of Park Dedication 6. Compliance with the conditions and standards within the City Engineer’s Memorandum dated August 23, 2018. SUMMARY Applicant: Prestwick, LLC. (Scott Johnson) Comp. Guide Plan Designation: LDR – Low Density Residential Current Zoning: R-1-PUD Low Density Residential with the Prestwick Place Planned Unit Development (R-1: PUD) Gross Area: 28.42 Acres Net Area: 6.57 Acres Lots/Units: 19 Single Family Lots Gross Density: 0.67 units/acre Net (Met Council) Density: 2.89 units/acre 2 The Planning Commission is being asked to consider a Final Plat request from Prestwick, LLC for Prestwick Place 16th Addition to allow development of 19 single-family lots. The final plat is necessary to facilitate subdivision of the property into individual residential lots, outlots, and public streets. Staff finds the application consistent with the Prestwick Place 13th Addition Preliminary Plat (which covers this area) and recommends approval of this application subject to the conditions listed above. BACKGROUND The Planning Commission reviewed a preliminary plat and planned unit development (PUD) master development plan for Prestwick Place 13th Addition to allow 191 lots on 73 acres at its July 26, 2016 meeting. The City Council approved the preliminary plat and PUD plans at a later meeting based on the recommendation of the Planning Commission with a slight reduction in the overall number of lots to 186. The applicant subsequently submitted a final plat for the first phase of development within the plat area, which was approved on September 6, 2017. The first phase was located along Akron Avenue in the far eastern portion of the preliminary plat area. Subsequently, the applicant requested approval for the second phase of development, but rather than continuing to plat lots from east to the west, the applicant proposed shifting to the far western portion of the project area for the second phase. The primary reason for the revised phasing was to be able to construct a model home closer to Connemara Trail and provide more direct access into the development from Connemara Trail. Latter phases will now be moving back towards the center of the development. The proposed final plat represents approximately half of the fourth development phase within the Prestwick 13th preliminary plat area, and would create 19 single-family lots on the eastern portion of the site adjacent to the first phase. In addition to the residential lots, the applicant will be dedicating right-of- way for an extension of Abbeyfield Avenue running north to south with two smaller extensions of the Ashford Path and Ashbrook Path right-of-way providing connections to other interior streets within the subdivision. The Prestwick Place 16th Addition final plat will maintain 2 large outlots reserved for future project phases. ISSUE ANALYSIS Legal Authority. The final plat application is Quasi-Judicial because the City has a set of standards and requirements for reviewing this type of application that is described in detail below. Generally, if the final plat meets the ordinance requirements it must be approved. Land Use and Zoning . The proposed 19 lot single family development is consistent with the land use and zoning classifications for the project area. The subject property is guided LDR – Low Density Residential and zoned R-1, Low Density Residential with the Prestwick Place 13th Addition Planned Unit Development (PUD). As a result, the property is subject to all the standards of the R-1, Low Density Residential zoning districts as well as the standards for detached single family units contained in the PUD. The Prestwick PUD included several deviations from the base R-1 zoning; the most notable include the following: 1. Section 11-2-15 F. Single Family Detached Dwelling Garage Requirements: The home designs do not need to include an option for a three garage stall. 2. Section 11-4-5 F. 1. R -1 Minimum Lot Area: The minimum lot area shall be 8,600 square feet for interior lots and 10,200 square feet for corner lots. 3. Section 11-4-5 F. 2. R-1 Minimum Lot Width: The minimum lot width shall be 65 feet for interior lots and 80 feet for corner lots. 4. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: The minimum front yard setback shall be 25 feet. 5. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: The minimum side yard setback shall be 7.5 feet. 6. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: The maximum lot coverage shall be forty percent (40%) for lots less than 9,750 square feet in size and thirty-five percent (35%) for greater 3 than 9,750 square feet. Overall, the final plat conforms to the R-1 district standards and Prestwick PUD requirements, with the smallest lot within this project phase at a little over 8,750 square feet and the width of the narrowest lot at 65 feet. Many of the other standards are addressed at the building permit stage when an individual site survey is reviewed by the City. Final Plat. Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. In this case, the preliminary plat was approved on September 6, 2016 consisting of 186 single family lots. The current application proposes to plat 19 single family lots for Prestwick Place 16th Addition and to dedicate the easements necessary to construct the storm water retention area within the overall development area. The developer has made some very minor modifications to the preliminary plat in order to accommodate wider easements over certain lots as required by the City Engineer. Taking these adjustments into account, the Prestwick Place 16th Addition Final Plat is consistent with the approved Prestwick Place 13th Addition Preliminary Plat. In conjunction with the final plat request, the developer is also proposing to vacate existing drainage and utility easements that were provided over this area. The existing blanket easement will then be replaced with easements as delineated on the final plat. The Planning Commission is not required to take action on the easement vacation request; easement vacation is a Council action. However, the map showing existing easements to be vacated is provided for information. Parks and Open Space. The Prestwick Place 16th Addition creates 19 buildable lots from 6.57 acres. Land was previously dedicated for Ailesbury Park; therefore, staff is recommending that the developer pay cash in lieu of land to fulfill the parks dedication requirement. The total amount to be provided is $64,600 (19 units’ x $3,400 per unit). Engineering All sidewalks and other public improvement depicted on the preliminary development plans are included on the attached submission materials. The City Engineer has provided a review memorandum for the proposed final plat, and all issues identified by the City Engineer must be addressed prior to the release of the final plat for recording. No issuance of significance was identified by the City Engineer. RECOMMENDATION Staff is recommending approval of the final plat, subject to conditions, based on the information provided by the applicant and reviewed within this report Dakota County, MN Property Information August 24, 2018 0 875 1,750437.5 ft 0 270 540135 m 1:9,600 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. 9595 85 60I N S E T100100SOUTHWEST CORNER OFSEC. 22, TWP. 115, RGE. 19NORTHWEST CORNER OFSEC. 27, TWP. 115, RGE. 19SOUTH LINE OF THE WEST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19WEST LINE OF THE EAST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19315.78123.78DRAINAGE ANDUTILITY EASEMENTOVER ALL OF OUTLOT ADRAINAGE AND UTILITYEASEMENT OVER ALLOF OUTLOT BΔ260.68N22°51'53"WΔ=22°58'47"R=270.00L=108.29102.62N22°53'42"W68.62S89°54'55"EN68°45'09"E65.00S16°33'03"W31.54164.14 S0°18'11"W63.30N86°49'59"WN84°26'25"E84.36185.21N5°33'35"W31.30S84°26'25"WS5°33'35"E139.88C. BRG.=N67°24'41"EΔ=0°15'11"R=3970.00L=17.53CH=17.53Δ(SEE SHEET 2 OF 2)NORTHERLY L INE OF OUTLOT A ,PRESTWICK PLACE 15TH ADD IT ION 60606060606060866.19329.00N0°05'05"E13.19OUTLOT BΔ42121316235875642OUTLOT A1207.07S23°53'50"E145.11S75°44'57"W S0°05'05"W 227.03 S2°13'56"W 85.46 144.93N25°54'01"WS65°26'21"W126.46253.00S22°51'53"E3214C. BRG.=S58°28'14"WΔ=15°15'52"R=375.67L=100.09CH=99.79C. BRG.=N16°51'20"WΔ=30°06'00"R=204.88L=107.63CH=106.40N0°05'18"W 465.82 N67°08'07"E 813 .74DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.DENOTES DAKOTA COUNTY C.I.M. FOUNDTHE NORTHERLY LINE OF OUTLOT A, PRESTWICK PLACE15H ADDITION HAS AN ASSUMED BEARING OF N67°08'07"ENO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION,INDICATES A PLAT MONUMENT WILL BE SET AND SHALL BE IN PLACE WITHINONE YEAR OF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE 1/2INCH BY 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 19086.22VICINITY MAPSITE27KNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, owner of the following described property:Outlot A, PRESTWICK PLACE 15TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.Outlot B, PRESTWICK PLACE 15TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, EXCEPTING THEREFROM that part which lies within the West Half of the Southwest Quarter of Section 22,Township 115, Range 19, Dakota County, Minnesota.That part of Outlot B, PRESTWICK PLACE 15TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, which lies within the West Half of the Southwest Quarter of Section 22, Township 115, Range19, Dakota County, Minnesota.Has caused the same to be surveyed and platted as PRESTWICK PLACE 16TH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.In witness whereof said Prestwick LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its PresidentDean Scott JohnsonSTATE OF MINNESOTACOUNTY OF____________________The foregoing instrument was acknowledged before me this ______ day of ________________, 20 ______, by Dean Scott Johnson, President of Prestwick LLC, a Minnesota limited liability company, on behalf of the limitedliability company._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________I, Russell P. Damlo, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundarysurvey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as definedin Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ________ of ____________________, 20 ____.____________________________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, STATE OF MINNESOTAApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of _____________________, 20 ______.___________________________________ChairCITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTAThis plat was approved by the City Council of the City of Rosemount, Minnesota, this __________ day of __________________, 20 _______, and hereby certifies compliance with all requirements as set forth in MinnesotaStatutes, Section 505.03, Subd. 2.__________________________________ _____________________________________MayorCity ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of ____________________, 20 ______.By: __________________________________Todd B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 _________ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are nodelinquent taxes and transfer entered on this ___________ day of ______________________, 20 _____._____________________________________Joel T. Beckman, DirectorDepartment of Property Taxation and RecordsREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 16TH ADDITION was filed in the office of the Registrar of Titles for public record on this _______ day of ___________________, 20 _____, at _____ o'clock ___. M., andwas duly filed in Book ______________________________ of Plats, Page _______________________, as Document Number _________________________._____________________________________Joel T. Beckman, Registrar of TitlesCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 16TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ______________________, 20 ______, at _____ o'clock ___. M.,and was duly filed in Book _________________________ of Plats on Page ______________________ as Document Number _________________________._____________________________________Joel T. Beckman, County Recorder N79°50'10"E148.503N8°31'33"W265.84S20°28'33"E61.74N4°57'03"W125.00N5 9 ° 4 8 ' 3 4 " W 83 . 2 5 N0°05'05"E336.34S13°14'15"E65.70S42°46'12"W160.00CH.BRG.=N26°25'07"WCH=156.33Δ=41°37'23"R= 2 2 0.00L=159.8265.00129.15260.12N67°08'07"E421213162358756421207.07S23°53'50"ES75°44'57"W145.11227.03S0°05'05"W85.46S2°13'56"W144.93N25°54'01 "W126.46S65°26'21"W253.00S22°51'53"E3214N22°36'26"W249.31S22°51'53"E251.08N79°12'01"E134.36N89°54'55"W 138.83 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 S66°01'29"W139.54N89°54'55"W 140.00 N89°54'55"W 140.00 S89°54'55"E 140.00 N89°54'55"W 140.00 S86°52'51"W 140.74N76°16'15"E79.8365.9655.8365.03140.2452.6252.6245.6844.7665.0065.0065.0038.3050.5567.0067.0065.0028.5154.1731.2933.7367.0067.0059.2929.7971.0765.0065.0065.0040.4865.13Δ=14°04'52"Δ=19°36'36"70.16Δ=10°49'54"62.3964.85Δ=13°45'40"51.29Δ=10°53'04"Δ=10°36'36"61.11107.63Δ=30°06'00"100.09Δ=15°15'52"Δ=15°25'30"117.29115.41Δ=30°03'25"7 1. 5 9 Δ = 1 8 ° 3 8' 4 1 "Δ=30°20 ' 0 0 "76. 7 0Δ=24°03'36"60.84Δ = 7° 0 4'4 4 " 3 4.5 9 Δ=3°12'14" 18.45Δ=1°57'13"9.04 Δ=1°53'25" 6.76 Δ=5°33'38"19.8899.8247.25S54°20'10"W153.98S65°26'21"W 246.62N0°05'05"E 278.0675.68170.9430.7530.9830.0130.0130.0030.0030.0030.00Δ=24°38'44"R=300.00129.04Δ=54°23 ' 3 7 "R=174.881 6 6 . 0 3 Δ=17°35'15"R=235.0072.14Δ=16°27'04"R=405.67116.4882.62N24°33'39"WS4 9 ° 3 9 ' 0 6 "W 2 0 . 0 0 CH. BRG.=N50°46'10"WCH=30.87Δ=7°04'44"R=250.00L=30.891515149.34117.00DRAINAGE AND UTILITY EASEMENTABBEYFIELD AVENUEASHFORD PATHASHBROOK PATH3030303030303030 30 30 303030303 0 3 084.91151515 15 15 15 15 100.00117117BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOTLINES, UNLESS OTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSDENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.ARE SHOWN THUS5510 10 INSETNO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENTWILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086. CONNEMARA TRAIL140TH STREETAUBURN AVENUEADELAIDE AVENUEABERCORN AVENUE141ST STREET WESTABBE Y F I E L D A V E N U E 141STSTREET WESTCO U N T Y R O A D N O . 7 3 AKR O N A V E N U E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTL8 B512,578 SFL1 B911,814 SFL6 B69,218 SFL38 B147,992 SFL4 B411,200 SFL6 B411,209 SFL7 B416,725 SFL5 B411,200 SFL1 B426,703 SFL3 B411,200 SFL2 B411,200 SFL12 B514,222 SFL13 B515,173 SFL19 B59,520 SFL1 B511,987 SFL2 B59,145 SFL3 B59,045 SFL5 B59,045 SFL4 B59,045 SFL6 B59,311 SFL7 B510,336 SFL9 B512,102 SFL10 B510,049 SFL11 B510,355 SFL23 B512,951 SFL22 B510,472 SFL21 B510,027 SFL20 B59,412 SFL16 B59,404 SFL18 B59,323 SFL14 B59,041 SFL 3 B311,007 SFL 4 B38,613 SFL 10 B314,382 SFL 7 B38,775 SFL 6 B38,775 SFL 5 B38,775 SFL 13 B315,765 SFL 1 B38,977 SFL 2 B310,055 SFL 14 B312,489 SFL 15 B315,866 SFL 16 B312,042 SFL 9 B310,711 SFL 23 B310,109 SFL 18 B315,104 SFL 17 B313,741 SFL 19 B311,792 SFL 20 B39,893 SFL 21 B310,633 SFL 22 B310,338 SFL 26 B310,633 SFL 24 B310,789 SFL 25 B310,560 SFL 27 B314,691 SFL2 B212,579 SFL1 B212,466 SFL3 B210,112 SFL4 B29,459 SFL5 B29,111 SFL8 B29,211 SFL11 B211,760 SFL9 B29,436 SFL10 B29,927 SFL7 B29,275 SFL6 B29,307 SFL1 B113,384 SFL2 B115,437 SFL3 B117,813 SFL4 B126,890 SFL5 B120,259 SFL9 B117,123 SFL11 B118,036 SFL10 B117,659 SFL7 B117,234 SFL8 B118,012 SFL14 B117,110 SFL17 B118,123 SFL16 B117,208 SFL15 B116,174 SFL13 B116,917 SFL12 B116,717 SFL20 B117,925 SFL22 B116,864 SFL21 B116,335 SFL19 B117,452 SFL18 B117,143 SFL23 B117,499 SFL28 B117,457 SFL26 B117,888 SFL27 B116,930 SFL25 B117,244 SFL24 B116,608 SFL29 B116,871 SFL30 B117,781 SFL31 B117,131 SFL32 B116,492 SFL33 B117,370 SFL52 B123,704 SFL47 B110,400 SFL50 B114,083 SFL49 B111,963 SFL48 B110,400 SFL45 B110,400 SFL46 B110,400 SFL44 B110,855 SFL51 B118,775 SFL53 B125,989 SFL43 B111,835 SFL42 B113,832 SFL41 B118,114 SFL40 B127,556 SFL39 B145,691 SFL36 B126,154 SFL37 B135,259 SFL35 B122,255 SFL34 B117,355 SFL10 B913,309 SFL11 B914,681 SFL12 B910,489 SFL8 B99,100 SFL14 B99,100 SFL15 B99,100 SFL13 B99,764 SFL16 B99,100 SFL6 B99,100 SFL4 B99,876 SFL3 B99,691 SFL2 B99,382 SFL18 B98,969 SFL17 B99,404 SFL7 B99,100 SFL5 B99,043 SFL1 B813,988 SFL5 B89,380 SFL4 B89,380 SFL14 B215,768 SFL1 B614,743 SFL8 B69,217 SFL7 B611,734 SFL4 B610,724 SFL5 B610,219 SFL3 B69,154 SFL17 B59,009 SFL15 B59,491 SFL 11 B313,606 SFL7 B811,096 SFL6 B810,540 SFL13 B810,962 SFL 12 B313,268 SFL 8 B39,534 SFL1 B712,358 SFL6 B79,882 SFL12 B79,967 SFL6 B116,473 SFL12 B210,619 SFL15 B215,008 SFL2 B69,650 SFL10 B78,970 SFL7 B79,904 SFL4 B712,295 SFL5 B79,866 SFL3 B78,775 SFL8 B710,673 SFL9 B78,471 SFL11 B712,109 SFL2 B79,920 SFL13 B710,736 SFL10 B89,554 SFL11 B89,916 SFL12 B89,962 SFL14 B812,536 SFL15 B810,819 SFL2 B89,174 SFL9 B814,252 SFL3 B89,082 SFL8 B89,542 SFL9 B99,075 SFL13 B29,160 SFAILESBURY AVENUE 140TH STREETASHFORD PATHAS H F O R D P A T H ABB E Y F I E L D A V E N U E ASH F I E L D A V E N U E AS H D A L E A V E N U EASHBROOK PATHAILESBURY AVENUE ASHFORD 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62.784.0131.1 62.781.7136.4 52.114.070.5139.9 67.051.415.8137.0 67.067.1135.4 38.328.056.712.8140. 8 65.865.26.4154. 6 64.471.6179 . 0 67.2147.1 139.2121.9128.8100.0 65.7 136.647.2 1 0 9.3 140.065.0 65.0 140.065.0 65.0 50.5 65.0 140.065.0 65.0 65.0 65.0 71.1 140.065.0 125.210 9.3139.838.2 40.7 1 3 1 . 2 109.140.837.2131.3 104.552.6 45.769.579.25 9.8 140.763.7 58.5140.044.8 18.5 140.065.0140.065.0 140.0139.560.8 38.3 65.034.676.740.5 52.9 17.8 84.9140.252.664.8134.4138.851.3 28.5 65.0140.067.0140.067.0 67.0140.050.5 6.8105.040.1136.310 7.686.9107.8 93.739.790.4130.0137.0139.8140.0104.641.287.2150.0 76.2145.1111.232.3 82.6 85.0131.034.117.860.488.4 64 . 4 55.568.89.656.378.0125.044.3 40. 2135.069.2 69. 0130.391.0 87. 847.768.5130.0105.830.0 5 8.0 24.3 42.8 145.3135.0 18.381.89 4.330.090.0135.0 69.267.767.7135.0 67.267.067.0135.0 72.267.067.0135.0 72.567.067.0135.570.372.551.414.1149.672.589.458.515.869.1100.458.4101.368.964.654.5 91.0142.067.0158.0 15.267.625.736.6114.768.158.795.0 159.3145.154.6130.3139.5 67.069.0135.6 68.0132.6 66.0132.1 68.0133.958.89.3138.167.0142.969.0147.89.075.4149.4 15.174.373.8 75.1100.138.1186.065.3141.265.0135.026.9110.065.285.14 9 .2 15.9130.0 85.1128.7 135.0 65.074.0135.0 65.0135.0 65.0121.065.065.0135.0 65.0158.3 65.034.834.227.6 171.1104.764.5 172.254.5 48.2131.426.878.017.875.2144. 147.9130.544.3141.747 .9 126.0128.54 4.3 81.473.438.2153.8 17.835.739.177.320.510.3209.1 26.034.8101.2123.2158.5 55.9147.1 7.749.9100.4148.2 67.067.0149.3 71.571.5150.4 69.069.0151.4 67.067.0152.5 71.071.0153.6 69.0154.6 69.069.072.3125.4 58.777.469.092.0 69.165.071.6ΔΔΔ80.916.52 7 .7 128.7 142.471.365.813 0 . 0 130 . 075.470.087.154. 2 31. 3 33.7 67.0 59.3 33.9 35.6 69.5 68.3 70.0 88.8 85. 5 85.942.6108.3 47.4 30.5 67.8 62.7 125.263.768.569.191.3142 . 7 54. 3 63.3 72.7 56.3 86.965.065.05.2 97.246.8144.0149.7 135.0 135.0 68.665.03 1 . 5 26.5 73.6 64.0 84.463.363.480.5138. 7 132. 4 125.1 73.6 90.5 13.5 143.9138.6138.5141.722.4117.2 80.0 80.0 80.0 80.0 80.0 190.7 140.0190.780.080.080.080.034.545.5114.586.4140.6140.0140.0140.0140.0140.0R=60.00L28 B319,361 SFL29 B323,139 SFL30 B332,120 SFL31 B341,102 SFL32 B348,655 SFL33 B346,029 SF20.8104.2 50.2 19.8 70.0 65.0 65.0 65.0 135.0286.9425.1563.2701.4673.1645.055.1 60.3 15.276.1317.1152.7152.7152.714.5PHA S E 1 FUT U R E P H A S E S DRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTDRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTOUTLOT C, 72.59 ACRESPRESTWICK PLACESECOND ADDITIONPROPOSED RIGHT OF WAY: 13.34 ACRESTOTAL NO. OF LOTS 186NET DENSITY (OUTLOT C)2.56 Lots / AcEXISTING ZONING: AGPROPOSED ZONING: PUDEXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOTHE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.PID NO. 34-58601-00-030CONTACT INFORMATION: PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331LAND OWNER:PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331CONSULTANT:PROBE ENGINEERING CO., INC.1000 E. 146TH STREET, SUITE 240BURNSVILLE, MN 55337PH. NO. 952-432-3000SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEETDATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.17-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS28-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY OUTLOT AOUTLOT B10101178923456116789345131211151421222316241725182619202721213DRAINAGE AND UTILITY EASEMENT OVERALL OF OUTLOT B,PRESTWICK PLACE 15TH ADDITION TO BE VACATED.DRAINAGE AND UTILITY EASEMENT OVERALL OF OUTLOT A,PRESTWICK PLACE 15TH ADDITION TO BE VACATED.DATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.EASEMENT VACATIONROSEMOUNT,MINNESOTA11PM7-19-181"=100'16631.00EXCELSIOR, MN 55331350 HIGHWAY 7, SUITE 125PRESTWICK LLC MEMORANDUM DATE: August 28, 2018 TO: Kyle Klatt, Senior Planner CC: Kim Lindquist, Community Development Director Brian Erickson, Director of Public Works/City Engineer Stacy Bodsberg, Planning & Personnel Secretary FROM: Stephanie Smith, Project Engineer RE: Prestwick Place 16th Addition Final Plat Engineering Review SUBMITTAL: Prepared by Probe Engineering, the Prestwick Place 16th Addition dated July 19, 2018. The following review comments were generated from the following documents:  Grading Plan  Prestwick Place 16th Addition Final Plat GENERAL COMMENTS: 1. The development fees below are estimated based on the current Schedule of Rates and Fees. These fees are due with the final plat and subdivision agreement.  GIS Fees: $60/unit  Sanitary Sewer Trunk Charge: $1075/acre  Watermain Trunk Charge: $6500/acre  Storm Sewer Trunk Charge: $6865/ net developable acre 2. Per the existing Joint Development and Cost Sharing Agreement, the developer is responsible for the costs of adjacent roadways. These costs are as follows: Prestwick Cost Share Spreadsheet: G:\ENGPROJ\431\Prestwick Place Cost Share Tabulation - 2018.xlsm  The developer is responsible for costs associated with upgrading Akron Avenue. This cost is $278.40/acre.  The developer is responsible for costs associated with the extension of Connemara Trail between Bloomfield and Akron Avenue. This cost is estimated at $12,643.12/acre. 3. Prior to submittal of the final plat, the developer should notify the city if they would like to privately install the infrastructure or if a public process is desired. Preparation of the subdivision agreement cannot begin until a public or private process is selected. 4. Plans must be signed by an engineer registered in the state of Minnesota. RIGHT-OF-WAY AND EASEMENTS: 5. Easements are required over all ponding and infiltration areas, and shall encompass at minimum the HWL and all naturally vegetated areas. Signage for easements shall be provided by the developer and an extended maintenance warranty shall be required to ensure establishment of the naturally vegetated areas. 6. Storm sewer is proposed along the side and back lot lines of many properties to convey rear yard drainage. Drainage and utility easements along these lines shall prohibit the construction of structures such as sheds to ensure that access can be provided for storm sewer maintenance. Fences are allowed but shall not restrict drainage and are required to include gates for truck access over the drainage and utility easement. Also, landscaping that will block access should be prohibited. 7. The width of drainage and utility easements over all public utilities shall be verified during final design. 8. Trees are not allowed to be planted within drainage and utility easements, over the proposed storm sewer, or within a pond access location. Trees located on individual properties shall not be planted near the sanitary sewer and water service lines. 9. Easement restrictions should be added as a restriction on the property deed. STREETS The proposed plat will extend Abbyfield north to intersect with an extension of Ashford Path. Ashford Path and the new street, Ashbrook Path will have short stub extensions constructed for installation of the storm sewer. 10. Barricades and “Future Thru Street” signage shall be placed at the stub of Ashford Path and Ashbrook Path. 11. Prestwick Place 13th and 16th will share a single inlet/outlet for vehicles. The next addition to add lots in this area must provide a permanent, secondary access for this neighborhood. 12. A street lighting plan shall be submitted for review and must comply with City standards. Street light requirements are detailed below:  at all public street intersections  at the end of all cul-de-sacs  at regularly spaced intervals (not to exceed 500’) on alternating sides of the street  at all instances where the road configuration warrants extra illumination as determined by City Engineering Staff STORMWATER COMMENTS: 13. The developer is required to obtain a NPDES Construction Stormwater Permit and provide a copy of the approved SWPPP to the City prior to the issuance of a grading permit and start of any construction activity. 14. An erosion control plan is required to be submitted for review. The plan is required to comply with all city and NPDES standards. The plan should show proposed Best Management Practices (BMPs) including silt fences, inlet protection, construction entrances, temporary sediment basins, etc. 15. The plan shall include turf restoration for the native vegetative planting for the pond and natural areas. Show EOF routes with flow arrows from all low points. 16. Surface water management plan pond number and storage volumes for the pond must be shown on the grading plan. 17. Storm sewer will be revised during final design. Typical revisions will include number and placement of catch basins, pipe alignments, and design of outlet control structures. 18. The applicant shall submit a stormwater report to confirm water quantity and quality are consistent with requirements in the Engineering Guidelines and the Stormwater Management Plan. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015.