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HomeMy WebLinkAbout7.a. PCExecSumm Prestwick 13th Final Plat 8-23-16EXECUTIVE SUMMARY Planning Commission Meeting Date: August 23, 2016 City Council Meeting Date: September 6, 2016 AGENDA ITEM:Case 16-22-FP:Request by Prestwick, LLC AGENDA SECTION: th for the 28Lot Final Plat of Prestwick Place 13 New Business Addition PREPARED BY: Kyle Klatt, Senior PlannerAGENDANO... ATTACHMENTS:Location Map;Final Plat;Prestwick Place th 13AdditionPreliminary Plat; Updated APPROVED BY: Grading Plans;Updated Utility Plans,K.L. Updated Landscape Plans; Engineering Memorandum dated August 18, 2016. RECOMMENDED ACTIONS: Motionto Recommend that the City Council Approvethe th Final Plat for Prestwick Place 13Addition, 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.Provisionof $12,100for landscaping security(44 trees x $250/tree x 110%). 5.Payment of $139,400for Fee-in-Lieu of Park Dedication. 6.Compliance with the conditions and standards within the City Engin Memorandum dated August 18, 2016. 7.Construction of a temporary turn-around at the end of Ashford Path until such time that this road is extended into a future development phase. SUMMARY Applicant: Prestwick, LLC Comp. Guide Plan Designation: LDR Low Density Residential th Current Zoning: R-1, Low Density Residential with the Prestwick Place 13Addition Planned Unit Development (R-1: PUD) Gross Area: 14.3 Acres Net Area: 14.3 Acres Lots/Units: 28 Single Family Lots Gross Density: 1.96 units/acre Net (Met Council) Density: 1.96 units/acre th The applicant, Prestwick Place, LLC requests approval of a Final Plat for Prestwick Place 13 Addition to allow development of 21 single family lots. The final plat is necessary to facilitate subdivision of the subject property into individual residential lots, outlots, and public streets. Staff finds the application consistent with th the Prestwick Place 13 Addition Preliminary Plat and recommends approval of this application subject to the conditions detailed in the attached resolutions. BACKGROUND The Planning Commission reviewed a preliminary plat, planned united development (PUD) master development with rezoning, and a final plat for Prestwick Place 13th Addition to allow 191 lots on 73 acres at its July 26, 2016 meeting. The Commission recommended approval of these requests with conditions; however, since the Planning Commission meeting the developer has decided to revise the phasing plan in Specifically, the final plat was updated to include lots adjacent to the northeastern storm water pond in order to better match the construction of needed infrastructure with each project phase. Because the final plat as resubmitted does not match the one reviewed by the Planning Commission last month, this aspect of the original request must be resubmitted to the Commission for formal action. The preliminary plat and PUD master development plan was considered and approved by the City Council at its August 16, 2016 meeting. Along with the phasing plan revisions, the developer also updated the preliminary plat and plans to address previous review comments. These changes resulted in a net loss of 5 lots, all of which were located in the southwest portion of the preliminary plat area. These lots were eliminated in order to accommodate a larger storm water pond. The overall arrangement of streets, lots, and other public improvements was not substantially altered; therefore, Staff determined that it was appropriate to move the preliminary plat and PU Any subsequent final plats (including the one currently under review) will be reviewed for conformance with the th preliminary plat approved on August 16 by the City Council. th The proposed final plat represents the first development phase within the Prestwick 13 preliminary plat area, and would create 28 single-family lots clustered at the far eastern edge of the development. In addition to the residential lots, the applicant will be dedicating right-of-way for a slight extension of Abbeyfield Avenue and the eastern portion of Ashford Path along with easements over the northeast ponding area and th storm water pipes leading to the pond. The final plat for Prestwick Place 13 Addition will also include a larger outlot (Outlot A) that will be re-subdivided upon the submission of future final plats. ISSUE ANALYSIS Legal Authority. This application is a Quasi-Judicial action. 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. . The proposed 28 lot single family development is consistent with the land use and zoning classifications recently approved by the City Council. The subject property is guided LDR Low th Density Residential and zoned R-1, Low Density Residential with the Prestwick Place 13 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. While this development is subject to all of the conditions and development standards contained in the PUD, the most notable are provided below. 2 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 than 9,750 square feet. . 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 August 16, 2016 consisting of 186 single family lots. The current application proposes to plat the initial 28 single family lots of Prestwick Place 13th Addition and dedicate the easements necessary to construct the primary storm water retention area with 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 th Engineer. Taking these adjustments into account, the Prestwick Place 13 Addition Final Plat is consistent th with the Prestwick Place 13 Addition Preliminary Plat. . The final plat will dedicate the eastern portion of Ashford Path as it runs parallel with Akron Avenue and starts heading to the west. Access to the 28 lots will occur at a new intersection st between Ashford Path and Abbeyfield Avenue, which will provide a connection to Akron Avenue via 141 Street West. Those portions of Akron Avenue that abut the final plat area were dedicated with previous Prestwick Place additions, so the present final plat includes no further dedication of right-of-way over the county road. Based on the updated phasing plan, the developer will need to incorporate a temporary turn around at the end of Ashford Path. The typical street design for this overall subdivision is a 32 foot wide street with a sidewalk installed on one side of the st both sides of the street. Based on a condition added to the preliminary plat approval, the plans for Ashford Path include sidewalks on both sides of this street that will continue through future development phases. . The landscape plans have been updated to reflect the revised phasing for the project and indicate that there will be one tree planted on each interior lot, and two trees on every corner lot as required by the landscape ordinance. With 26 interior lots and two corner lots, the developer is required to plant a minimum of 30 trees on private lots within the final plat. In addition to the trees required by ordinance, the developer is also proposing to install an additional 14 trees along the Akron Avenue right-of-way in order to comply with a condition of preliminary plat approval for buffering and screening along this road. The grading plans have also been updated to include a very modest berm along some of the lots adjacent to Akron Avenue. With these revisions, the updated plans are in conformance with the previous conditions of approval and exceed the minimum requirements of the Zoning Ordinance for landscaping. 3 th . The grading plan for Prestwick Place 13 Addition has been updated to reflect the changes in phasing throughout the development and to expand the amount of storm water retention in the southwest portion of the site. In addition to the larger southwest pond, the prosed grading along the northern portion of the site (adjacent to the railroad right-of-way) has been revised to direct more storm water to the west and south. The resulting plan is very similar to the one submitted with the preliminary plat and keeps the overall layout and configuration of lots consistent with the preliminary plat. The changes will also help ensure that storm water ponding areas will be constructed at the same time as the lots generating the runoff entering the ponds. The previous phasing plan would have left a gap between the buildable lots and storm water ponding areas. The City Engineer has reviewed the updated grading, erosion control and storm water management plans and has found that they generally address the conditions of preliminary development will need to address any remaining review comments in order to receive final approval from the City. . The Parks and Recreation Director has previously reviewed the Prestwick Place 13th Addition Plans and noted that no additional land is anticipated to be dedicated within the Prestwick th Place 13 Addition for park purposes. There is an existing City Park located in the middle portion of the overall PUD area on the south side of Connemara Trail that had been approved during the original Prestwick Place Preliminary Plat approval in 2007. The existing park (Ailesbury Park) is will serve the entire Prestwick Place neighborhood located west of Akron Avenue. Staff is recommending that the required cash payment amount is documented on the attached memorandum from the Parks Director, th which amounts to $3,400 per lot. For the 13 Addition final plat, the developer will be required to pay a net fee in lieu of land dedication of $95,200 for the 28 proposed lots. . rail system is provided by the trails that have been constructed along Connemara Trail and Akron Avenue. Within the subdivision, pedestrian access will be provided by a sidewalk on one side of every street, including all cul-de-sacs, and the sidewalks along both sides of Ashford Path. th . The Assistant City Engineer has reviewed the proposed Prestwick Place 13 Addition final plat and has a few minor concerns as noted in the updated review memorandum. The developer will need to update the final construction plans to address all of these concerns. CONCLUSION & RECOMMENDATION th Staff recommends approval of the Final Plat for Prestwick Place 13 Addition creating 28 single family lots. This recommendation is based on the information submitted by the applicant, findings made in this report and the conditions detailed in the attached resolutions. 4 SITE STREET EASEMENT PER DOC. NO. 656231 5 130130115 115 1 11 5 15 16 8 79 6 14 101213 5 4 17 3 18 FOR INSET 0 0 3 49 1 5678 2 0 2 2 10 6 OF 2 SHEETS 336.34 0 7 . 5 60 0 . 5 1 0 2 6 . 1 3 8 1 52 1 0. 0 SEE SHEET 2 44 ..88 55 66 22 159.82 61.74 R=220.00 WILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE NO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENT1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086. THE EAST LINE OF OUTLOT C, PRESTWICK PLACE 2NDDENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,UNLESS OTHERWISE SHOWN.DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.CONTIGUOUS PLAT ORDINANCE DENOTES RESTRICTED ACCESS PER DAKOTA COUNTY 4 0 . 9 6 2 59 2 Y N .0 0 . A5 C 2 P O MD O R C E 3 SP 8 OUTLOT A A0 T 1 G N 04 0 1E L0 A1 M R E & OVER ALL OF OUTLOT A DRAINAGE AND UTILITY EASEMENT US 2 T A 9 AE 4 6 N E 5 NN2 I , R L 4 E E 10 6 H P 5 I T 7 P R 9 . S O S A N5 O G N 5 9 5 0 0 . 5 2 ARE SHOWN THUS 10 10.20 DRAINAGE AND UTILITY EASEMENTS 06 AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOT BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,LINES, UNLESS OTHERWISE INDICATED. 44.70 58 a all on asbe is will liability withPLACE Dakota, plat Statutes, or of labeled this limited easements and been, that Countythe compliance Minnesota PRESTWICK have theshown to and of in Minnesota are plat a certifiesplat Minnesota; ways this of pursuant this LLC, situated on public hereby certificate State Also, the and thethis propertyapproved Prestwick inpaid. depictedof use of date been public _______, the describedSurveyor Minnesota for ________________________________________________________________________________________________________________________________________________________________________________________________Todd B. TollefsonAttest: ____________________________________________________________________ SignaturePrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086SignaturePrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________20By: __________________________________Dakota County SurveyorBy: __________________________________Chair, County BoardCounty Treasurer - AuditorDirectorDepartment of Property Taxation and Records have of President _____________________________________ County Recorder monuments as Land all public 3, County, following that the described Johnson, the to Subd. Licensed of plat; Dakota Scott of duly this a 505.01, owner dedicate on Dean __________________, hereinbefore am fee by I of land Section hereby that day the Commissioners designated ______, does company, on of 20 Statutes, and supervision;Board liability correctly __________ _______ the are 20 directthis Minnesota limited ADDITION in my year labels ______ the 13TH20 ________________,and under in defined Minnesota, Minnesotaof or a as data day me PLACE payable by LLC, President lands, ______Rosemount, wettaxes of 9, this mathematical prepared Chair Secretary and Prestwick Mayor City Clerk PRESTWICK all meCity __________________________ _______________________________________________________________ _____________________________________ aswas Subd. That _____________________, the that plat of of before platted boundaries this day 505.021, survey; ____________________ and that Council water PRESENTS: all Section _______ City certify acknowledged boundary that surveyed the the THESE bewastheon by BY herebyyear; Statutes, to of that do one same approvedcertify instrument within theDamlo, PERSONS Minnesota P. was Dean Scott Johnsonto set ALLrepresentation hereby plat Outlot C, PRESTWICK PLACE 2ND ADDITION, according to the recorded plat thereof.caused foregoing do Russell State of Minnesota to wit:shown on this plat for drainage and utility purposes.STATE OF MINNESOTACOUNTY OF____________________Thecompany, on behalf of the limited liability company.correctcorrectlyth is plat; and all public ways are shown and labeled on this plat.STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086.CITY PLANNING COMMISSIONApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of __________________, 20 ______.CITY COUNCILThisrequirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.COUNTY SURVEYOR20 ______.WeSection 272.12, there are no delinquent taxes and transfer entered on this ________ day of ______________________, 20 _____.COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA20 ____, at _____ o'clock ___. M., and was duly filed in Book _____________________ of Plats, Page ______________________, as Document Number _________________________. KNOWHasIn witness whereof said Prestwick LLC has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ________________________ ___________________, its ________________________________________I,Dated this ________ of ____________________, 20 ____.I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of ____________________,BOARD OF COUNTY COMMISSIONERS13TH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.DEPARTMENT OF PROPERTY TAXATION AND RECORDSPursuantI hereby certify that this plat of PRESTWICK PLACE 13TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ____________________, = 6 15 "55' R 1= 03 0.5 0 1 .65 73 97.211 00.24 26.000 0 . 8 5 0 .3 62 1 0 04 .. 48.47 7 51 2 1 3 4 51 . 9 7 0 1 18 0 1 WILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAR 0NO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENTOF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086. 3.0 00 6SET MARKED BY LICENSE NUMBER 19086, DENOTES 1/2" BY 14" IRON MONUMENTUNLESS OTHERWISE SHOWN.DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN. 0 . 0 5 5. 5 10 024.0 0 3 . 0 1".0 0 13 .6 6 1 1' 1 E 23 3 4 29 1 8 . 0 U 1 7 =.7 3 W 3 N 8 " E 7 0 0 V' W 17 3 0 1 1"5 " A 6 2 7. 0 03 1 1 40 ."" 2 ' 86 0 8' 2 3 5 51 2 50 7 2 ' 2. 2 1'N 3 02 0 3 = 370 9 8 2. 61 . 0 30 4 . 24 2.G 9 1 5 10== = 5 NR 6 4 51 =R B . =2 . 0 0 G= . 3H 9 R R C "B D 16 E " "7 . 6 L 8 2 "4 4 H 1 0' 36 '9 'E .0. '5C 1 I 1 3 23 3 022 5 99 . 513 F "4 5 30 9 41 1.. 352 Y 7 59 183 3 ' 3 9 =E 5 = 6= 0 3N2 "3 3 B = 5 3 . . 3 B 0 54 3 3 G80 ' .. 76 1 A 0 .0 R8 = 2 13 0 6 2 B3 1 2 6 . "2 2 H 0 6=0= 10 1C. 15' R 10 0 0 1 13 2 0 3 . 3 8 1 05 0. 8" 4= 07 1 5. 0 0 ' 9 0 3 . 83 30 .. 6 6 10 1 5 9 06 01 0. 1 10 3 0 3 6 1 = 6 4. . 4 8 4 8 0 1 14 0 1 9 00.061 0 8 15.25 0 7 . . 00.34 4 0 07.231 3 3 0 7 . 5 6 0 0 0 7 . . 5 1 13 6 65.00 3 0 DRAINAGE AND UTILITY EASEMENT0 . 8 5 160.00 5 6 1 . 4 00.84 3 140.00 0 STREET EASEMENTPER DOC. NO. 656231 0 . 5 6 12 0 0 0 . 65.00 0 7. 5 160.00 5 6 6 0 0.25 140.00 H T 0 0 .A 5 P 60 11 65.00 0 . 5 D 65.00 6 6 160.00 R 4 O 00.753 . 140.00 F 6 5 3 H 3 S A 0 0 . 5 65.00 6 10 0 0 4 0 0 7. . . 5 5 5 5 2 160.006 6 3 3 1 00.25 140.00 0 0 . 9 5 65.00 6 0 0 . 1 4 5 160.00 65.00 6 00.74 140.00 INSET 8 7 . 9 1 8 2 4.25 6 42.18 ." 0 9 4 3 85.445 ' 9 5 2 1 . 85 0 2 . 6 "03 33 0. .08 5 51 0 4 08 .= 54 6 1 2 '9 7 3 . 3 4 80 7 . 9 . 9 5 2 2 2 4 1 1 7= 6 " 9 8 2 . " 2 9 0 ' 4 03 1 7 0 . ' 15 3 8. 3 9 4 .29 5 17 9 23 1 8 2 1. 1 1 3 5 = = 1 0 1 0 . 9 0 0 . 70 5 6. 82 W 6 "9 1 " 93 9 3 ' 2 " ' 0 6 830" 2. 94 00 2' 5 3 '32 3 82 .3 7= 72 4 89 = 3N=7 R8 5. 5 =1 1 . 2 G 1 3 R 8= .B 7 . 4 H 2 C " 8 9 8 9 3 5 2 .. ' 8 70 5 3 3 4 120.392 7 1 . = 1 6 5 7 9 . 9 1 " .3 0.0 8 08 4 .2 '53 0 5 7 2 133 2 1 = 9 3 . 4 8 5 " 8 21.56 '3 7 3 2 1 = 5 1 "21= 5'404 7 8 . 5 2 4 3 3 9 . 1 2 8 6 17 . 4 9 1 0 3 3 . 3 6 1 T N 5 1 E M E S A E 4 0 8 0 . . 1 Y5 3 T I L 2I6 T U 2 D N A E G A N I0 A R 0 D . 5 04 01 . 7 0 3 0 0 0 . 0 8 . 9 2 2 0 2 4 1 . 4 5 8 7 . 6 4 1 1 10 5 5 7 . 5 3 7 7 4 2 .3. 809 . 76 4 1 1 1 5 2 8 ARE SHOWN THUS . 3 3 3 4 0 . 4 10 1 1 0DRAINAGE AND UTILITY EASEMENTS 5 . 7 1 1 AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOT BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,LINES, UNLESS OTHERWISE INDICATED. Square Feet Parcel NameAcres 29,133.840 BLOCK 1 LOT 10.669 35,842.042 BLOCK 1 LOT 20.823 48,039.624 BLOCK 1 LOT 31.103 45,287.673 1.040 BLOCK 1 LOT 4 26,964.515 BLOCK 1 LOT 50.619 17,846.365 0.410 BLOCK 1 LOT 6 13,716.289 BLOCK 1 LOT 70.315 11,735.728 BLOCK 1 LOT 80.269 10,400.000 BLOCK 1 LOT 90.239 10,400.000 BLOCK 1 LOT 100.239 10,400.000 BLOCK 1 LOT 120.239 10,400.000 BLOCK 1 LOT 130.239 11,962.589 0.275 BLOCK 1 LOT 14 14,083.144 BLOCK 1 LOT 150.323 18,774.661 0.431 BLOCK 1 LOT 16 26,042.124 BLOCK 1 LOT 170.598 23,650.804 BLOCK 1 LOT 180.543 10,473.476 BLOCK 2 LOT 10.240 10,556.640 BLOCK 2 LOT 20.242 10,462.240 BLOCK 2 LOT 30.240 9,100.000 BLOCK 2 LOT 40.209 9,100.000 0.209 BLOCK 2 LOT 5 9,100.000 BLOCK 2 LOT 60.209 9,100.000 0.209 BLOCK 2 LOT 7 8,987.342 BLOCK 2 LOT 80.206 11,105.162 BLOCK 2 LOT 90.255 14,680.703 BLOCK 2 LOT 100.337 2,611,802.328 OUTLOT A59.959 550,302.077 PHASE ONE12.633 72,557.118 ROW PHASE ONE1.666 3,162,104.405 72.592 TOTAL BOUNDARY 1 . 4 7 1 3 . 8 7 3 . 3 6 1 0 . 4 1 1 8 . 5 5 3 . 4 . 0 7 2 1 1 1 0 . 1 0 1 E U 4 . 5 N 8 E 8 .V A 7 N 4 3 7 0 O . 2 5 .R 6 K O A 2 N . D 4 5 0 .A . 5 5 6 O 1 3 R 0 9 . Y T 591 5 0 ...N 5 566 U 9 2 O 1 60 C 4. L41 B1 1 L42 B1 0 0 . 5 17,846 SF66 13,716 SF 1 L40 B1 0 L43 B1. 0 0. 26,965 SF 5 6 11,736 SF6 1 0 4. 8 5. L44 B1 L39 B16 . 0 40 . 845 5. 68 8 945,288 SF.10,400 SF8 .9 1 1 0 64 L45 B1 .. 18 45 0 0 . 510,400 SF 6 6 1 5 0. L46 B13 L38 B1. 40 .1 0 80 . 48,040 SF510,400 SF 56 6 L47 B1 1 0 0 . 3. 8 0610,400 SF0 1 0 . 5 6 61 3. .L48 B1 46 1 942 . 1 . 8 H 8010,400 SF4 6.. 59 T 50. 9.. 6 1 A 5 45 66 3 P 1 1 L49 B1 16 L37 B15 . D 8 1 4 R 0 .11,963 SF 35,842 SF 5 O 0 . 6 F 5 6 H 7 4 .S 9 . . A 3 9. 805 5 .1 25L50 B1 9 56 0 6 1.1 L4 B9. 4 14,083 SF 4 0 4 L3 B9 10,462 SF 0 95. .154 .0. 6 9.3 8 . 5 5 L36 B1310,557 SF0 L5 B98 2 1 1 15 4 10 .. 29,134 SF 9,100 SF5 1 6 5 06 8.. 52. . 6L51 B1 262 4L6 B904 4846 . .18,775 SF 299,100 SF 2 1 3 .0010 . . 5. 4 6 9 8 L2 B9 E 00 .1L7 B9 5. 25 21 1 S 4 73 . 1 9,100 SF A 1 9309 10,473 SF. ..02 5 0 16.. 23 H 1 . 48L8 B908 P 0 5.7 2 544 . S 6 . 9,100 SF 6 1 02 . 0 E 1 51. L52 B1 3.1 6 3 S 0L9 B92 7. 15 L35 B15 A 6 726,042 SF .8,987 SF6 H 0 . 24,583 SF0 5 06L10 B9 P 4 0 .. 2 T 5.T 8L18 B969 21 3.949 E 11,105 SF .3 02 .1 8,750 SF. 4 E R S 93 T L1 B9 07. 1 3 7 U 50. 7L17 B9.4 1E 43 80 S . T 4 .9 11,723 SF9,404 SF1 0.4 54.26 5 U 7 5.2..5 R 66 E 1 10 04. 1 F 6 560 1 . 2 T L16 B94 7 61 5. .4 W 9,100 SF1 8 60. 1 S L34 B13 . 528 1.1. 6 4 0 48 16,358 SF5 L15 B940 . L11 B91 09,100 SF1L53 B1 00 0 .. 5 060 6 14,681 SF .023,651 SF 1 5 L14 B9 54 .0 E. 0 4 9,100 SF11 .6 U 98 0. .8 N 52 5 631 8.4 E 4 6. 51 .2 66 V 3 11 3 A . 1 5 L13 B9 D L12 B9 L33 B10 52. 0.3 L 9,764 SF 55 . E 6 8 I 10,489 SF6 2 F.0 16,382 SF 4 Y 336 E. 0 .8 B 53 6 B 0 .A 8 .7 06.4.511 56 7 0 E .60 .U 47 N 26 5. E . V 64 A 0 6 3.D 41 L L32 B1 L1 B80 4521.7 E 9.I 7 18 F 6 .Y 16,508 SF E L2 B8 8 B 13,988 SF B 9 5 3..A SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEET 0 9,174 SF9 5 11 0 0 . .8 . 6 0 7L3 B8 05 0 4.. 6.7 .601 9,082 SF148 70 2 .. 54 4 66 0L1 B2 5 0 L4 B811 3 L31 B1 34 .. .9 5284 9.61 9,380 SF1 5312,466 SF 7 .0 17,146 SF59 . 870 ..1 .L2 B2 300 6 3L5 B81 6 5 4 18 29,380 SF0 0112,579 SF .. 0. 27 .1 .6 85 6.L7 B8 8 5 18L6 B8 04 7 74 .L15 B83. 6 4 1 99 8. 511,096 SF 0 .10,540 SF 10,819 SF 7 66 741 01. . L30 B1 0 85251 8.0.07 1.3 36 1 16,762 SF.3 . 9 5 4 3 .1 8 . 970 6. .. 3 0 37 94 6.2 4 .. 68 .3 26 05 04.5 ..093 69 .L8 B8 0 6 5 7 L3 B2 0 1 6 9,542 SF 84 L29 B1 062L14 B81 3.10,112 SF 0. 33 L13 B8881 . .7 0 1 16,877 SF12,536 SF 9 10,962 SF 3 7 1. 0 7 0. . 2 .L12 B8 7 T 9 79,962 SF67 3 0. .3 6 10 S 1 . 7 0 8 0 6L4 B2 E L11 B8 6 3 L28 B1 E L10 B80 0629,916 SF 7.9,459 SF 1 U. 9,554 SF 1 . N 1 W 3 17,459 SF4 E L9 B81 V 1 A 6.24 3 . 814,252 SF 0 1 D 1 4 T 0 L. . . E I 02 E 5 F 5 09 H .4 6.S 75 E 4 A 5. 9 6.0 5 R . L27 B17 50L5 B2 062 0.3 T 8 64. 16,927 SF 69,111 SF .83 . 1 7 76 L4 B78 S .0 . 6 6 7 .7 0 2 12,295 SF 6 3 6 6 T 2. 5 531 0.4 0 . .S 32 .1 55 .5 H 2 .1 1 L5 B75 6 80 8 L26 B1L6 B2 52. 3.8 T4 20 9,866 SF3 .5 4 99,307 SF 1. 16,848 SF7.9 1 8 A 563 .1 . 4 617 05 L3 B7. P 8 . 4 L6 B7 1 3 7 1 8,775 SF 6 5 06 .9,882 SF 72.59 ACRES 1862.56 Lots / Ac . 1 .531 H 03 7 D L7 B7 0 5 .L8 B7 .61 6 T 2. 7 R 9,904 SF L25 B1 7 610,673 SF A 6 .16 .0 523L7 B2 4.654 17,244 SF02. O 7 1 .. 5 P 0. . 87 03 9,275 SF 592 1 F 8 32 . 6. 2 L2 B7 6 3 0 H. K 4 4 66 9,920 SF3 6 . 0. 3 S .7 O 7.9418 57 0. A 053 . 6. .O 6 L9 B7 5 4 85 4 . 6 L24 B142 R 8,471 SF 5236 6.4L8 B2 1 1 94 .8 16,608 SF5 .B 39,211 SF. 1 2 648 2 .. . H 81 763 5 . L13 B76 9 S 8 6 L1 B7 9 0 3. . 10,736 SF A 1 3 9 03.6512,358 SF 42 L12 B7 .7 6.2. 1 7L10 B7 9,967 SF1. 7 9. 5 8 L23 B18,970 SF 339 . 6 316 6 L9 B2 526 6.2 17,499 SF8 . 50 5.449,436 SF 4 .1 3.. 0 1 46 18 0 . 3 . 6 64 7 5 5 E U 0 0 . N 6 5 03.60.6 8 E L11 B7 777 .. . L22 B16 V 23 6.4. 1 04 A 1 12,109 SF 52 8.041 9 6L10 B2 .7 16,864 SF1.2 34 E 95 .9,927 SF 1 L A 7 2 . D 6 0 8 4 H . S 18 A . 60 . 5 9 06 .60 . 0 5 5 THE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.EXISTING ZONING: AGPROPOSED ZONING: PUDOUTLOT C, SECOND ADDITIONTOTAL NO. OF LOTS L21 B1 EXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOPID NO. 34-58601-00-030PRESTWICK PLACEPROPOSED RIGHT OF WAY: 13.34 ACRESNET DENSITY (OUTLOT C) 6 6L1 B6 20L11 B2 528 8.2. .9 16,335 SF17 81 .511,760 SF 14,743 SF 7 8 6 50 L2 B6 . . 5 5 9,650 SF 3 5 4 881 .4.7 . 03 2.0 7 . . 7L3 B60 4 0 .3 4 01 4 3 L20 B1 69,154 SF 7 13 L12 B2 . 852 0. 17,925 SF 1 1 . 410,619 SF 7 .7 L4 B6 8 0 065 66 210,724 SF .1. . .9 6 58 4 L8 B6 46 8 3 L13 B2 . 0 9,217 SF .9,160 SF0 70 .. 1 6 790 1.0 . L19 B10 6 3 1.07 11 13 2 17,452 SF 3 262 8. . 0 56 40 2 00. . ..1 4 08 14 . 55.. 3 01L6 B6L15 B2 2 .55 68 1 1 L7 B64 59,218 SF7 015,008 SF L5 B6 L18 B1 1 6L14 B2 1 462 0. 11,734 SF 17,143 SF 6.2 810,219 SF15,768 SF 9 3.0. 28 372 7. 21 87.85 .. 26 41 E U 3 .40 N 2.03 E 0 0.85 V A 6 N R 1 O C . R E B 0 A 9 0 0 .66 6 E U 9 N E V A L17 B1 N 6 R O C R E 062 B 5.A 18,123 SF 8.3 7 .0 45 2.96 1 . 5 79 8215. 7.1 303 .490. 5 .3 . 7 04 . 6 1 7 7 . 8 L16 B11 .0 6. 15 . .0 2521 4.L23 B55 .8 17,208 SF5 02 8 8 0. 13 12,951 SF0 . 91 L 3 B31 1 5 4.94 41 L 1 B3 1L1 B5 1 11,007 SF 8,977 SF 3L 2 B3 .CONTACT 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.BURNSVILLE, MN 55337PH. NO. 952-432-3000 1000 E. 146TH STREET, SUITE 240 11,987 SF 31 0.0 5 10,055 SF 0 3 . 6. 51 8.53.4 01 8 L15 B14 6 .12 42. 9.6 0 5.0 16,174 SF6 1.5.32 14 5 .6 . 7 756 9 8.. 763 2 6 9.L 4 B36 . 371 .L22 B57 7 7 68,613 SF 80 . 060 10,472 SF 8L2 B51 ..1 47 31 531 90. 9,145 SF 0 7 . . 25 9 .2531. 0.1 L14 B1 .0 2 60 0.4 . 0 9 03 052. 1.341REVISED BLOCK 3 LAYOUT & REV PER CITYREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS 17,110 SF.L 14 B38 6 01 5 7 .53 E 12,489 SF 0 6 9.6L 5 B3 0 L21 B5.U L 15 B3 67 8,775 SF 7 6 PMPM 10,027 SF15,866 SF 1 N 6 L3 B5 .9. 22 14L 13 B3 531 .0. .74 99 E 9,045 SF 715,765 SF 3 0 H .61 .3 V . 45 . 7314 0.5 T 4 18 2 L13 B12 A 6.04 3 001 ..0 .452.. 97 A 4 50 16,917 SF 05 6 .6 64 0 P 6L 6 B3 E . 7 0 L20 B5= 9.3 78,775 SF7 6 . .D 9,412 SF. 8-8-167-15-16 7 6 I R7 6 5 6L4 B50 .1 K 385317 510.. A T3 9 T 9,045 SF12 .1 0 OL N 2L 16 B3 .N8 7 3. E1 5.5 E5310412,042 SF E 30. L12 B127. O. . 69. 0L 12 B3 M0 1 M.952.5 5 82 D 2 16,717 SF E R 5613,268 SF E78.3 51 88 68 A S0L 7 B3. S.. .B 0 6 AL19 B5. 88,775 SF4 A7 2 4 9,520 SF7. E3 56 H 1 E 3 16 311 L5 B50.58 . 3.9. N3 1 S Y 0 94 9,045 SF . 0T O 3 .I62 I A 0 16. . . 9L T5311 0. I2 L11 B14098 6 0 A5..L 17 B3 T62 2. 9.2671 . 15 V18,036 SF13,741 SF 2 U04 556 .L 8 B3 7. R3 1 H 9. &89 2069,534 SF .0 E2 L18 B5 673 5 T 8. ES 16 9,323 SF3.85L 11 B3. 1 31.0 01.25 .7 L6 B5 N71 G. A 13,606 SF1 2 4 0 7 AO9,311 SF. 1 0 5 P 2 .6. NC 9 4 I 7 211 L10 B1 .. 6A D 5L 18 B3 596 62.5 9.335.T. 317 R17,659 SF D 7 N.574 92 015,104 SF ... R 6 .0 DA4 3 4 R 85 6 U.2 7 78 01 5. L 9 B35 6L17 B5 1 1.O 71 O 1 9,009 SF 04 17 6.23L7 B5 .10,711 SF C .1 F 9 2 57 . . 0 8 10,336 SF025 .6 H . H 5 L9 B11 7 5 T 1 6L 19 B33 4. 6 S 0 .0 11,792 SF 17,123 SF6 6 4 1 .8 92. A 54 0.2 1 1 7 .5. . 620 6.284 24 . 2 8761 74 0 .71 DATE____________ REG. NO._________ 0 6 L 10 B3 L16 B551 3 . 1 T. 9,404 SF14,382 SF1 L 20 B3 46.531 5 7 L8 B59,893 SFN 5 5 0 . E .46 2 4 .. . 9312,578 SF5 3M 48 L8 B10. . 14 6E 6 00 5 1 201 2.95.S 1 26 18,012 SF 8A 010 10 . .. .E7 5 9 . 7 L 21 B39 9 962 6 65 610,633 SF 5 .1 L15 B5 E 93 1. 4. .9,491 SF8 N 5.93159 6 I 0 7 .4 0L 21 .6 4E 8 7.L9 B5 L7 B10 1 5. P5 61I. 7 1 2 3.556 L 22 B3P 12,102 SF7 17,234 SF06 0 . 10,338 SF 0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 6 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 4 .1 .. 0 .9 S 70 7 8 5 A 6 65 1 11G . 0 L14 B5 3.031. 5 1 9,041 SF T 0 L 23 B3 .67 0 Y E. 5L6 B17 10,109 SF9 . L10 B5N E 46 62T 0. 2T .A 25 6.15. 1 10,049 SF7 R 16,473 SFN P1 5N 656 .T 1 E 1ME 4 1 S .0M O 5.0M . 39 CE 7 7E .6 L 24 B3 3L11 B5 H 7 6 .5S S 42 T 10,789 SF 110,355 SFA 5 SA 0. 1 4 6E 2 AE ..4 5 6 2 1 1G 5L5 B1N Y 3 . 30 L13 B5.0 TO 6. 3II 9 1 20,259 SF.L 9 6L 25 B3 15,173 SF7L T 9 AI 4 510,560 SFA .7T 2R. 56 21 1 51..1V .U1U .3 . 80 T 55R 851 7 6.& 41 A E 52 10 23 L12 B5 6N . 44 0ES 7 . . 3 14,222 SF6 9N 7 G 60 6 L 26 B3. 7 N5A O 5 L4 B1 10,633 SF 6 R .94N C .I 64 E 6 . L29 B3 756 26,890 SFA D 5.H1 1 0. .8 5T23,139 SF 587R 9N 2 2L30 B3 1 5 .R 3D 0A . 432,120 SF OL31 B3 9 7 18 .. N6 7 41,102 SF 1 48 2 8 5 . 0 1 7L32 B3 6 L33 B3 L 27 B348,655 SF 4 . 46,029 SF 5 14,691 SF3 2 L3 B1. 1 052 .0 .. 8 57 409 L28 B3 17,813 SF7 1 19,361 SF L34 B3 0 3 . 60 2.41,846 SF L 45 13 I 41 . L2 B1 1 A 40 6 15,437 SF 1 R 0 T . 4 75 . .6 0 5 . 9 60 L1 B11 3 1 4 A 0 1. 5 13,384 SF 6 R E 0 U .A N 0 0. .0 E 05 5. V 6 90 48 AM 1 Y R 0 E . 0 U 7 B 0 .N S 0 8 E L 8 I. L1 B49 N A 1 05 9 2 .. 00 605 O 26,703 SF 40 . 0 18 C 2 . 4 T 00 1 . 78 . 0 L2 B4. 0 E 9 1 400 .0 0 8 E 1 2 11,200 SF6 0 . 5 . R L3 B40 4 3 4 T 0 . 1 05 . 811,200 SF 5 4 S L4 B40 . 0 0 H 11,200 SF45 .. 04 81 11 T 0 L5 B4. 0 0 E 4 04 U .11,200 SF 0 N 81 6 E 1. Y V 04 RA . U L6 B44 B 06 . 1 S 0 8 E 8 L 11,209 SF I A 0 .L7 B4 0 E 8 U N 16,725 SF E V A N 2 . R 7 1 U 1 B U A T F C T A T E 3U F T 7 F N 4 .E F2 V O C 1 A N . 8C .N A D C 0 A AO 8 OR 4 A K 00 R 3 1 A 9 60 Y 1 19 ..2 T .N #0= 9 6 U .= 7 O 3 C 7 T 3 L D 9 OO L11 9 =5 0 -.- . N=WE W 6 WO =12 7 L =1 04 4- . HBB O4 9 4HOUSE TYPE LM1 O 95 O 6 W L . 3 G-FF 4 7 WB 4 P WR0 9 OT 4 O 1 WW FGARAGE FLOORELEVATION S B 9-DRIVEWAY SLOPE 4 Y PSN 5 PROPOSEDGROUND ELEVATION .W 0 HF4 O S. O 5 0B 7 4 4 E E N M 94 O 1 E R 0WF 9 9 - V C S 0 R1 IYBWLOWEST ALLOWABLEFLOOR ELEVATION 3.C 5 C 6 LF E0B Y4 4 O S 1 N 1 A F 9 P- A 0 0 S 0W A PROPOSED LOT BLOCK 0 0+. 06 +5 .4 E 33 5 DO 1 5 B TE 4O 4 1 - 4 C 4F 9- 4 0. W0 C 9.53 0 N 825 5W. 99 N 7 I 1 B1 4 3 5 .B C 04 0 4 A 301 F A 5+ 0 96F 9 - +:3 7 A T v 33 .e lW 68 5 3E M 02. 8 5+9 N. .5 3 5 24D I 3 1 5 .: 9 4 1 P 5 O 5 H- 19 9 A 0 -0 5 4 W +9. 7 W 9 H 3 M 7 1 T 4 D 4 B A 32 1 9 P. 1 MAXIMUM LOT COVERAGELOTS OVER 9750 SF - 35%LOTS AT OR BELOW 9750 - 40% F 5 5 D 91 . R- W 6 0 3 0 O 0 .+W 4 F 0 8 0 0 5 D H 3. 9 0 +5 5D W S 1 4. 5 2 A 0 4 . 07 2 9. .9 O3D9 10 4 4 9 4 -5 9 T 4 9 P W9 0 W 6- 9 0 0 S 1+1 O B. 9 E 3 6D- 3 S 7 R A F E H 8W 4 P 1 92 D . 0 9 W .-0 7 ' 45D . 9 W 45 W 7D 6 . 4 4 0 D 9 9 9B 3 -T . F 4 8 E 4 0 00 P 9 1 5 0 0 59 .-O E .+ O-0 1+6 3. FB 0W R 932 -P 4 1 3 9. 4 R W4 D 4 55D 5 9 3 O 9 3 ' . 9 9 4 -T B 5R 3 21 9 .W 0 4 F D 3 S W '9 D 1 40 .5 BD 9 9. 5 - F 1 T 4 9 1 9- 0 .S W 0 7 6 .1 1 D 4 14 3 93 T 9. 1 P - 4 3 4 1 -.4 0 T 0 F 9 W O. 90- 6. 4 W 0 43 1 4- 0.1 F 7 B0W R D3 079 15 94 5 4 C 3D91.+T D 0.F+:D 3 5 9 9 T - 41'C 1vF +8 9 0A 9W 0 94 1 14.544F .e0 0444 0lA .1 1 5 8 9 D:2 3991 C 8 9E 4 . 4C E-P5 9 3 8A. 0+UE 0W 5 9 0 L0 09 1.0 N 4.A # +.0 7 E 7 -5 03 2 D S 7 1 V.. 4 90 704 W 4 A 9 369 . 4 7 9- 2 9-A 6 5 D.9 04 9 D9 D W 3 3.W=. L 23= 9 2 E 7 IH D N 7= 01 F D9 0 4 16L +0 Y 82 L 6.= 9 053 P.29 E 74 49T 9.7 O O= 5 B 09 9 B 95+W .L 2G 03 A P .5O .410L 90 = 0+HE 0+00T 81 0094 P 1 50 0 4 05 W -..00SL M + 2R 9 0 5 +. W 2+8. E 29N M :U 4 934 94 4 0EYW 0 N .29 3Dv.E 9 B4 28 4 3W 2950 V R 5 e 0 90 A VH -9 8 9 0 :0: lF.I 7v+ -.D elEO 5 2 L 1FB2 PE0 E80 E I L 4+0 2R 4+F L PN :41 9 Y 20 P1.E 95 H B Y 8B 5 S .B - A 0 F 6 5 P 3 4 0 1Y 007 O3+ 0. 1 9.O 5 -0 1 .8BBA 02 R 0 W-.4 2+- 5 1 P F F D 759 D 4 7. 49 B1' 3 4O 92 1 2 9 F2B0 0 R4 8B 0 5- .9 5-F1 D 0.F 7 2' DENOTES LEOWET ALLOWABLE FLOOR ELEV. 5 +9 4 2 9 84 8B 0 29 - . 5 F 0 . O8 7 . 68B 34 - 6 - 9 F 04 4 W5 . 0FB7 9 9 3 B1 3 SETBACKSSIDE STREET - 20 FEETSIDE - 7.5 FEET 4 FRONT - 30 FEETREAR - 25 FEETLOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE HWLOF ADJACENT PONDLOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVE HWL OF ADJACENT POND AND 1 FT ABOVE AN EOF F 9 0 0 1 0. +2 65 19 B 02 0 0 5 - 8.. O58 F 1 0.- 54 B 6- -3 0 . FB +0 4. 4 4 W 3 8 F8 9 6 75 99 4- 1 4 B 229 9 W 0 3.9 F 9 D 1 4 8 9- 0 W . 2 9 D 1 4 80 42 9 O 1-- 0 0 4 . -0 FB . .1+ 9 4 W 1593 5 T 8 4 39. 4 5 DW8. 1 5 B 49 2-1 6 7 0 0 S 9..9 W 4 F3 50 2 9 9 5 9 000+ 1D 4 E 1 0. 9 8 0 5 0W. +1- + 4 9 65 W 9D 4 1 2 92 . 9 4 5 02 O92 1 W -T 01 -5 E ... U 0 W05D 4 701 N+ E 3 E 4 3 5 B52 20 V 6. . 3.6 9 5 A 5 9 9 E F+ 5:0 8 9 v e9 D 7l :0 4 66E L. 67 0 v9 9 R E+. 27.I+ B00 : F 0 e+P -5 44 :2H l H 3 F T 2. 4 S 615 45 P E A 9 9 9 S H 02 0 0 W 0- + 0 5 O01 0 1..5 . 5 6D -5 T 5+ 09 7 W 400 5 65. -. 9 S 2 8 B90 9 20 H 5DW + 4 0 4 1 F 9 59 7 T 7B 5 . W .4 -- 4 F 8 A 4 6D 3 1 4 9 9 0 7 0 4 P W . -0 1 90 O+. 1 7D 5. O 4. 0 -.36 0 90 7 2 5 W 4 15 D 5 W 5W -- 9 4 9 9 B 2B 9 D 87 R F 0 0 5 F . 5 0 O.3 FB +4! 9 2-7 F 4 9 4 2 9 0 E H. 5 O 1. 1O 5 7 0 -.S 5 W - 5 39 W N 4W 9D 9 4 A 0 I B 26 9 2B 8-2 0 3 F21 F +.. 2 L . 0 277 7 . 7 -N 7158 FB 3 5 - 9+ 1 4 P 5 9 . 1 6 9 3 O FB H I 55: I .1 N 0 0 17 v 3 0 4 0. T: -O 57 9 e T 10 51 5.l -E 9 WP P -.B 9 0 5 +2 8 A EW 35 2H-9 W.D CT 33F 41 4 6 B 1 P 29 2D9 O 9 4 T R F 9 00 S I T 00 U .K . 30.949 R 890 59 A . 7 0 T 5 9 0 2 4 O 0 .2. 4 7. 9 0+W +. 5 S +4 7 00- 5 1. :O! 206O 0 G +W2 3 90 11 v! 3 1 0 25 -N 5 T . -R eD9W :61 l 9 2 0 9 9 . W 2 4 P2B U E BO 5 L 1 9 G 2D 9 L E F 69 N 0 U 05 HC .O 0 04 N+ 05 .A 2 E 59 S E:N +7 8.H V v 3e l R 2 A 8 I 4 E A + E 5 0 T 2 R 95 E.: I 4P 5 O L 5O. H 92/ A 9 N W 5- 1 D 0 .5 0 4 U W -W .H 0 1+051 9 D T B 6 4 S 1 W 1 4+5B - A R F.1 4 9 0 T N E 2DF D 1 9 4 1 2 6B 5 9 . -A B 3 A 0 E F9 .5 A 9 2 6 T 4 0 0 NI N 9 +0 . 60 N O W 0W -2 8 B 0 0 O O. 0-4 I 0 ..3D I I 0 8 W 9 1 2 2 9 4 -+ B H T T 49 41 W1 N 0 9 F 9 26 A A 2DW O - 5 . 0 4D 8 R V R 08 R 4 6 + 9. A T 9 H 2 5 E 0. 5 L. 2 6 C 6B P I 4 9 - 4 - OF 4 5 W 9 H X 1.3 F 8 9 AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BEWORK.WITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TO -CONSTRUCTED AT A MINIMUM OF 2% GRADE.PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THECITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE.800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATIONDEWATERING OPERATIONS. 2 D 1 W E 4 N 9 T 9 I B 1 0 F 0 4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE. 2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10% 0 1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED 0.R +0 05 5 .5 29 .O 0 2 1 5 2 0 . -9 6B- 4 8B 4 0 W 3 -. 09 F4 O 4 5 5 6B.+ 1F 9 0 0 .7 N -D 95.1 -81 F6B 3 5 W 44 - 6 8 4 9 F 9 4 B 9 5 1 9 F 49 . 1 5 9 :v e l E 4 1 . 0 1 + 5 : P H O 0 0 7 134. .94 .9 1 A -5 B 9 E 4 R W749 C 27. 1 O 7 4.2 R 946 2.949 N 19+0047.34 951.0005 B 9 90 A 0 V 10+ 000 E +0 N 5 U F.E 0 00+2 90 +0 ++31 E 000 U 0+ 4 N 4 E V 7 A N R 9 O C R E B A O 1 5 1 2 . - 8 W 4 0 . 6. 4 8 B 0 1 9 5 004 5 -6 F 5. . 00 9 W .+050 3 5 .. 3 +: WW 4 26 4- 2D 3 3 0 B v 8 0 5 9 W 5 9:- .44 -3-3DD e1 1F4 l 9 399 P 2D 0 12 4 LE. 0 9 O9 + 1 5 .4 - 6 5 W9 5 4 E B 1 9 5 F-5 . 5 U . 2W 6 3 1 4 2DW4-3 N D 2 4 9 6 5 9 1. . .E 1 2 3 0 3FB 6 O 4 5 .2-5 V 10 0 0 9 .9 -2 + + W 6 :A 5 47 7 4 v B9 14 1 1 90 e 03. l2 F: O .- 2 50 E 50 E P -.0.W 4 +34 6 W 4 5 9 HW-D 15D O 44 1 3 9 I B 0 5 2D 9 9- . 0 REVISED BLOCK 3 LAYOUT & REV PER CITYREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS FW. FB 0 4 A 5 . 2 3-5 4 B 2 3 1 4 L O 9 1 5-4 F 9 . -W 9 E 3 6 WPMPM H 3 4 D 1 B 9 1 D 1 T O 0 9 F5 .55 A 0 -.. 3 A 10 5W +54 W- 0 50 4 1 4 6 .B P.6 5 92D5 9.9 1 0 13 W9FO - 4 03 0 50 9 5 .?- 4 4D 0. 9 ++W 9 1? O K 1 0+ 6 1 5 . 3:0 5.? B 4 -4 8-8-167-15-16 6 v061 2 1 W9:9 O F 2 4 e07 4 l P. B 9 3 9+ 1O -72 O E1 H F 5 0 .W 4 53 2 1 5 W 4 - .-9 R D 1 W 4 4 B 97 9 4 5 5 B DF 1 . 3 9 - 0 4 8 H 5DW .4 O0O 50 13 .. 0 9 + - S- 51 5 W5W 40 17 4 9. 1 A 3 B 9 B 9 1 3 1 0O 0 F 54 .F 0. 3 9 0 W 3 5 3+ - 3 . 5 4 - 3 B- 4 0 8 W9 9 6 85W 0 45 1 WF .-7 D 9+. 1 D H 3 1 6D9 6 4 4 0 O T 5 9 1. . 9 -5 O 0 3 W A 44 0- 9 BW 9 4 1 P 08 0 7. FB 0 . 1 2 F +95 4 8 . - 44 9 D 3 3 7 W 197W - 0 4 0 0.0 R D 1 95 5D 9 + .8 0 -6 8 20 47 O 0+ T.. O 7DW .4 95O 2 0 3 49 14 R W 4 F- -9 4 W 9 6U B 9 9 9 3 H B O 3 F-1 0 W.F S P 0 C 9 0 5 0 E O D .1 4 - A 5 O 3 W R9 3. 5 H 0 C 6 4 W-S O 5-9 0 D 0 T D 1 9 W 6+3 0'0 5 8D06 .0N T.7 S 9 5 7 1B 5+..2 8 1.4 .DATE____________ REG. NO._________ 04 1 3 40 6F A 4 T E W 3 0 1 4 7- 04. 9 11 4 99 .00 N 9 S 0 T 8D 0. 9+E C 4 7+0 S 1 . 3 64 M N EC :9-9 3I E : P 3 31 v S C L 9 09 A - e A .l 2DW A C W 2 E 50 E 4 0 A D N 1 M 5+ . 9 1 8 6 0 5 4 3. E. 11 9 4 5 E W.. -2 5B4 4 N 3 -8 E E 4 9 I S 4 7DF0 - 7 3 L 9 0 09 9 C S 9 E 52 0+ . W 0 P N E +P 2DW I 7 5 P A 2 5 T 4 O. 5 C . 9 1 T 9- R13 C E W 9 4 50 5 4 N D . I -0 9 S A BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 'BI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED D3 8 1+ B 6 5 0 A A 0 5-3 F .7 1.T B . 9 W G 0 13 -2 4 M F E 4 N 4 6D2 0 9 9 E . E 0 Y O 4 R C 9 I 5 N T . P 5 A N 8 T 3 -S O B P 5 -3 A 5 B -1 . R F 9 A 8 M 04 W T 0 0 H F 31 4 D 00 4 2 O . ' D T+N R 1 0+9 6 I 6 5 4 C . .0 7 1. 4 T 1 1 A 4 5 1 4 9 0 4 1. L 5-1DW 9 9 M 3 9 S I -3 A F 9 5 G FB 2 N I L 8 0 A 0 5 . 6. 50 R 5 0 2 9 -3 . 0+2 U 2 19 ..-3 6 W3+T 2 -3 0 FB 8 64 9 . .36 A 1 3 9FB 4D054: 0 L 9 0:2 N 49 P I 4 v +9 9 He l 0 A 1E N R R 6 0 8. . E 3 T 4 0 P 9 3 H 1: 1 4 8v 3.- O.e T 2l 4B 9 3E 4 9+R 1 R 7 8 :F A W -P D 2 O L 0 '00 D 3+6 N 9 R 5 0 .7 5 +. . 0 7 A 9 .4 0 2 3 4 4 4 9 9 9 M 0 3 0 + -E 8 5 W. 8 P 4 9 0 N . 5 42DO O4 3 4 . 19 9- W 0 -R N 4 W 0 09. D 0 2D 9 +1 'B 7 O 2 4 O 1 3 F 9 4- P 9 5.0 C 5 .W. 4 0 O 09 0 5 1 1B 4 03O W R4 73 -0 9. +0F 9 - D+ 5 D 26 11. 'W 1 4 0 2 3 B 9 4 9.3 O 6 3 4 9 F 9- 5 W 2. 0 0 +9 B 53 3 O 3 F 9 7 - 3 .0 . 7W 4 3 9 8 B 3 3 0 9 303 F + 4 4. 4-5 W7 -0 4. 09 . W :4 30 6 v3 D2 01 0.e9 l. 5 3 05 2E E 3D .4 4 ++ 49 9 4 U 9 01: 504 N P .W -H E 0 04 5 0 .V 2+ 9. A 3 2D 1 0 1 Y 4 4 +2 R 9 . 9 93 00 U 4 4 -9 :5 B W 5- S :v 0 2 +.E .0 3D e L 0 P I l0 1+ 12 A -4 L E4 2 9 9 . 91 44 9 5 W - . T 0 4D 0 0 4 + 1 E 9 2 9. 4 9 3 W -9 E 3 . 5D 9 0 0 R + 3 0 9 T 0 . S E 6-4DW 8 U 3 N E 9 YV H W RA U 5 . TB 7-4D S 6 E 0 3 L I 9 A 4 1 E U N E V A N R U B U A L39 B1 L40 B1E U 3 7N .E V O A N N D L41 B1AO R O K R A Y T N U O C L42 B1 DENOTES PROPOSED SANITARY MANHOLEDENOTES PROPOSED HYDRANTDENOTES PROPOSED CATCH BASINDENOTES EXISTING STORM MANHOLEDENOTES EXISTING CATCH BASINDENOTES EXISTING F.E.S.DENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING FENCE L38 B1 L43 B1 L44 B1 L37 B1 L45 B1 L46 B1 L47 B1 L48 B1 P I D " 8 H L49 B1 T A P D R L50 B1 O F H S A L51 B1 P I L4 B9 D L36 B1" L3 B9 8 L5 B9 L6 B9 T S L2 B9 L7 B9 E L52 B1W L8 B9 T L35 B1 L9 B9E L10 B9 E L17 B9R L18 B9 T L1 B9 S P I D T " L16 B9 8 S L34 B1 1 L53 B1 L15 B94 L11 B91 E D "8 U PI L12 B9 L14 B9 N E V A D L EL13 B9 I L33 B1 F Y E 8 PID " B B P I A D " 8 P I D " 8 E U N E V A P I D D L "E L32 B1I 8 F Y E B B A L1 B8L2 B8 L3 B8 L31 B1L4 B8 L5 B8 L2 B2 L1 B2 P L7 B8 I D L6 B8 L15 B8 " 8 L30 B1 P I L8 B8 L3 B2 D " L13 B8 8 L29 B1 L14 B8 L11 B8 L12 B8 T S E UL9 B8 NE L4 B2 E V L28 B1AL10 B8 PI D " 8 W D L E I F HT S P I A E D " E 8 L5 B2 HR L27 B1 T T S AL4 B7 P P I D "T 8 S D 1 L6 B2 R 4 L5 B7 L26 B1 1 O F L3 B7 H L6 B7 S H L8 B7 T AL7 B7 L7 B2 A L25 B1 P L2 B7 K O O L9 B7 L8 B2 R L24 B1 P B I D H " 8 L13 B7S L1 B7 A L10 B7 L12 B7L9 B2 L23 B1 E D "8 U PI N E V A L11 B7 E L10 B2 L A L22 B1! D H S A E P I D " 8 N I L L11 B2 N L21 B1 P O I I N L2 B6 L1 B6 T E P CT E I T P R I S I S D L3 B6L12 B2 U " L20 B1RL 8 A I T . W L4 B6 S W ! G ! N T L13 B20 NE L8 B6 U O3 L L15 B2 G N O 7 C OI N A 1 N S H- L19 B1 RA I L6 B6S7 T R IIZ O 8 / N U M8 U W - D S P R R I 2 T N D D E T5 L7 B6 " A A E 8 L5 B6 A 9 P L14 B2 C L18 B1 T NI A N W B T O I I N H T N IP D 8"EO A U PI O D N "8 E V A N 8 R VC D "R PI OR C ER UE N EB L17 B1VA AA N RH O E C R E B A C P H X E T R L16 B1 O L23 B5 L3 B3 N L1 B5L1 B3 L2 B3 E U L15 B1 N E L4 B3 V L22 B5 A L2 B5 E D L14 B1 L14 B3I P A I L15 B3 REVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS REVISED BLOCK 3 LAYOUT & REV PER CITY L5 B3 D L L21 B5 " E 8 L13 B3 L3 B5 PM PM D H A T A L13 B1 P L6 B3 L20 B5 K L4 B5 8-8-167-15-16 L16 B3 O 2 1 O L12 B3 L12 B1 R P B L7 B3 I D H L19 B5" 8 L5 B5S A L11 B1 L17 B3 HL8 B3 T L11 B3 P L18 B5 I AL6 B5 D P " 8 L10 B1 D R L18 B3 L9 B3 O L17 B5 F T L7 B5 R H U S L9 B1 O L10 B3 A C L19 B3 H T 0 L16 B5 DATE____________ REG. NO._________ 4 1 L20 B3 L8 B5 L8 B1 P I D T " N 8 E M E L21 B3 L9 B5 L15 B5 S A E L7 B1 E N I L22 B3 L E BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED P T L10 B5 I L14 B5E P E P I R S D L6 B1T" L23 B3 A 8 S G L11 B5H Y T N 0 A 4 P 1 M L24 B3 O C L13 B5 L5 B1 S L12 B5 P I A L25 B3 D G " 8 L L A I R A U L26 B3 T R A N T L4 B1 N A R E R H L30 B3 A T L29 B3 L33 B3 R L27 B3 M L31 B3 O L32 B3 N E L28 B3 N N L3 B1 P O I D " 8 C L34 B3 L2 B1 L1 B1 P I D " 8 E P I U N D E " V 2 A 1 Y R U B S E L I A L1 B4 T E L2 B4 P I D E" 8 R L3 B4 T P I D S " PI D 8 " 2 1 L4 B4 H T 0 E L5 B4 U 4 N E 1 Y V R A U B L6 B4 S L7 B4E L I P IP DI A " 8 D " 2 E 1 U N E V A N R U B U A E U N E V A N 3 7 O .R K O A N . D A S O R E Y T NE 41-1 U 42-1 O R C T 43-1 40-1 T O 44-1 L 39-1 L 45-1 A U I 46-1 V 38-1 I 47-1 D 0 N I 648-1 Y RL T H I R T 49-1 A AO L P E I 37-1 N F D I RT ) OW FF H2U E S 50-1 4-9 A E TS & E E ER 3-9 S E 5-9 . GO H 36-1 S A SR 6-9 E ( 51-1 N IE T L T A I U 7-9 A AR O 2-9 T D W R 8-9 E N R S I D 35-152-1 9-9 A S H G E E T I 9,075 SF N N C I 10-9 18-9 W T C D T T 1-9 A N DE E S T 17-9 A T E 1E D S L 4T N 34-1 R EN 0 16-9 P 6 1 NA T O WL TA 53-1 S P 15-9 LP O 11-9 P LR 0 E 6 14-9 E EB D EV B Us R T 33-1 N EeO AL V 13-9 tO 12-9 A L o DR D N L EA IN N F 0 O L Y H 6 E sA BL S B S u T A A T o S ES H U eN 32-1 N E E VS nE AE 1-8 DE a L E El IS 2-8 M l F YR S E eE B E BT A c 9,174 SF E S s 3-8 i O AR ______________________________All overstory trees shall be planted on residential lots and not in boulevards. Maintenance and upkeep of trees after warranty periodshall be sole responsibility of the homeowner.TSERVICE LINES. MNEPLAT & GRADING PLAN. 31-1 9,082 SF 1-2 4-8 6 0 2-2 5-8 0 6 7-8 6-8 15-8 _ 30-1 _ 10,819 SF _ _ _ _ _ _ 8-8 _ 29-13-2 13-8 _ 9,542 SF 14-8 _ _ 12-8 _ _ SPACING O.C. _ 11-8 T _ 28-1 _ S 4-2 0_ 10-8 E 6_ E 9-8 U_ NW E _ V A _ 14,252 SF D T L_ E I _E F H 27-1 S_ E A _ 5-2 R _ T _ 4-7 _ S _ 0 _ 6 T _ 26-1 S 5-7_ 6-2 H 1 _ TSIZE/ROOT4 _ 1_ A 3-7 6-7 _ P _ _ 7-7 8-7 H D_ 25-1 T _ R 7-2 _ A O_ P 2-7 _ F _ H K _ S _ O _ 9-7 A 24-1 O _ 8-2 6 R_ 3 _ B 9_ H 13-7 _ 1-7 S_ O _ 12-7 A T 10-7 _ 23-1 7_ 9-2 . _ 7 _ 3 _ 9 0 _ 6 _ N _ E U 11-7_ E 0 22-1 N 6 E_ EV 10-2 _ A E_ W L A_ T D _ H S E _ A _ B _ 21-1 0 1-6 11-2 _ N 6 _ O _ I 2-6 _ T _ 9,650 SF A _ _ 3-6 R _ 20-1 T 12-2 _ L I_ 4-6 _ F _ N 0 6_ I 8-6 _ 13-2 _ 9,160 SF_ 19-1 _ _ _ _ 0 6 _ _ 6-6 15-2 _ 7-6 5-6 _ 18-1 14-2 COMMON/BOTANICAL NAME _ _ _ _ E U 0 N E V A _ 6 N R OKEY C _ R E B 0 A _ 0 6 _ 17-16 E U N E V A N_ R O C R E B A_ _ _ _ _ QTY. _ 16-1_______________________________ PLANT LIST: Site Plantings 23-5 3-3 1-3 1-5 2-3 15-1 4-3 22-5 2-5 14-1 14-3 REVISED BLOCK 3 LAYOUT & REV PER CITY 5-3 E 21-515-3 U 3-5 13-3 PM N E H V 13-1 T A A 6-3 20-5 PE 4-5 D 8-8-16 I K 16-3 A 1 OL 12-1 12-3 E O D 7-3 R A 19-5 B 5-5 H S A 11-1 17-3 8-3 18-5 H 06 11-3 6-5 T A P 10-1 18-3 T D R 9-3 R 17-5 U 7-5 O O C F 9-1 19-3 H 6 H T 3 S 0 94 A 1 0 10-3 6 O 16-5 DATE____________ REG. NO._________ 20-3 T 8-5 T N 7 E .8-1 M 7 E 3 S A 21-3 9 E 5 9 15-5 N E E N I L 9-5 7-1 E E 22-3 P I W P 06 T BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED E S A 14-5 B G 23-3 T 6-1 N 10-5 Y E N E O A I R P TT M S A 24-3O 11-5 C H R T T S 0 A L 5-1 4 I 1 G 13-5 s F 25-3 ___ e L ___ N A e I ___ r R t ___ U T ___ 7 12-5 A 0___ 6N 26-3___ 56 trees 17 trees238 trees 158 trees ___ N 4-1 ___ R ___ E H___ T ___ R ___ O ___ N ___ 27-3 0 ___ 6 ___ 3-1 ___ ___ L29 B3___ L28 B3 ___ ___ 0 L30 B3 ___ 6 L 2-1 I ___ L31 B3 ___ A 0 ___ 6 L32 B3 R ___ T __ _ 1-1 ___ L33 B3 t ___ A o __ _ R L E__ _ U A L34 B3 N___ y E l V i___ AM __ _ Y mt RE __ _ U o a B N___ S L 1-4 E F L ___ I N A 5 y 9 e__ _ l 0 l i 6 O ___ _ g ___ _ m C n i ___ _ T 2-4 a _S__ _ F E 0 ___ _ r E e 6 3-4___ _ ol i R ___ _ g r T _n__ _ e i t ___ _ S 4-4 nS ___ _ i r ___ _ r H e ___ _ a l T n 5-4___ _ r u 0 ___ _ E o g 4U ___ _ Nc e E 1 _Y___ rV 6-4 r RA _U___ r e B _S__ _ e Ep L _I__ _ p A s ____ 7-4 ee : ____ Eee s ____ U rr N tte ____ E V e ____ A 12 r N2 Trees x 28 Corner Lots = _1 Tree x 158 Regular Interior Lots = ___ R T U ___ _ B l U ____ A a ___t_ 2. 1.o ____ _Total Trees:______________________________________________________________________Akron (County Road 73) & Connemara Trail Screening:_________________________________________________________________ __________________________________________________________________________T______________________________________________________________________ LandscapeOverstory Trees:Evergreen Trees: PERENNIAL PLANTING PLANTING DECIDUOUS TREE PLANTING EVERGREEN TREE SHRUB PLANTING REVISED BLOCK 3 LAYOUT & REV PER CITY PM 8-8-16 1 DATE____________ REG. NO._________ BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED YARD TREES WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT ISACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. TREE SPECIES WILL BE SELECTED BY DEVELOPER FROM APPROVED SPECIES LIST (SEETREES INSTALLED ON FRONTS OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN 2.3.4.5. 1. COMPLETE. TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY. COMPLETED IN THE IMMEDIATE AREA. SHEET 1). THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. NOTES: MEMORANDUM DATE: August 18, 2016 TO: Kyle Klatt, Senior Planner CC: Kim Lindquist, Community Development Director John Morast, Director of Public Works/City Engineer Dan Schultz, Parks and Recreation Director Amy Roudebush, Planning & Personnel Secretary FROM: Mitch Hatcher, Project Engineer th RE: Prestwick Place 13 Addition Preliminary Plat Engineering Review S UBMITTAL: Prepared by Probe Engineering, the Prestwick Place Additions Preliminary Plat dated May 31, 2016; resubmitted August 8, 2016. The following review comments were generated from the following documents included in the submittal: Preliminary Plan comprised of the following: Existing Phasing Grading Details Utility Erosion Control Street Profiles Landscape th Prestwick Place 13 Addition Final Plat Preliminary Stormwater Management Plan and Calculations Preliminary Geotechnical Evaluation G ENERAL C OMMENTS: 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 - 2016.xlsm The developer is responsible for costs associated with upgrading Akron Avenue. This th cost is $278.40/acre for a total of $5,239 for Phase 1 of development (Prestwick 13 Addition 18.82 acres). The developer is responsible for costs associated with the recent extension of Connemara Trail between Bloomfield and Akron Avenue. This cost is estimated at $12,643.12/acre th for a total of $237,943 for Phase 1 of development (Prestwick 13 Addition 18.82 acres). 3. Show drainage and utility easements on utility plan. 4. 5. Information notes for Pond 2 should be moved for clarity. 6. 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 start of any construction activity. 7. Backyard catch basins should have inlet protection. 8. Rock construction entrances should be located at all development entrances. 9. Improvements are proposed within the Northern Natural Gas pipeline easement. Prior to construction, an agreement will need to be executed with Northern Natural Gas allowing the proposed street and utility crossings and grading. A copy of the agreement shall be submitted to the City. 10. The drainage and utility easement encompassing Pond 2 in the south portion of the site, adjacent to Connemara Trail, should be changed to be designated as a City owned outlot. 11. Drainage and utility easements shall be dedicated over all Outlots. 12. Conservation easements will be required over all ponding and infiltration areas, and shall encompass at minimum the HWL and all naturally vegetated areas. Signage for conservation easements shall be provided by the developer and an extended maintenance warranty shall be required to ensure establishment of the naturally vegetated areas. 13. Provide top of wall and bottom of wall spot elevations for the retaining wall in the SE corner of the site. 14. A temporary cul-de-sac will be required at the end of Ashford Ave at the limits of Phase 1. The cul-de- 15. Retaining walls exceeding 4 feet in height shall require a plan prepared by a licensed engineer submitted for review and approval by the Building Official prior to permit issuance. 16. Retaining walls and fences are required to be installed by the developer with the mass grading of the site. Retaining walls and fences are required to be owned and maintained by the developer or individual property owners. th 17. Sidewalk should be added on north side of 140 Court from Ashbrook Path to the cul-de- sac 18. Pedestrian ramps should be added at the following locations: NW corner of the north intersection of Abbeyfield & Ashford SW corner of the south intersection of Abbeyfield & Ashford NW corner of the intersection of Abercorn & Ashford 19. A street lighting plan shall be submitted for review and. Street light requirements are detailed below: at all public street intersections at the end of all cul-de-sacs at regularly spaced intervals (no at all instances where the road configuration warrants extra illumination as determined by City Engineering Staff S TORMWATER C OMMENTS: 20. Show EOF routes from all low points. Add an EOF between lots 5-6/4-6. 21. Flow path for EOF located west of 1-7 is not located within a drainage and utility easement. 22. All ponds need outlets. Need to show alignments for outlet pipes. 23. All reginal basins should have outlet pipes with control structures containing a weir wall set at the 100-yr, 24-hr rainfall event and an orifice with a sluice gate set at the NWL. Orifice should be sized to allow 0.05 cfs/acre of drainage area when the basin is at the HWL. 24. Lining of NURP ponding areas is not required by the City; however, the developer may want to consider as ponding areas will likely not maintain vegetation below the NWL. 25. Outlet pipes shall either be submerged or have a skimmer structure meeting the requirements outlined in the City Engineering Guidelines (section II.3.f) P RELIMINARY U TILITY P LAN: 26. required on Ashbrook Path and Ashford Path. 27. Mid radius catch basins are not allowed. Changes will be made during final design. 28. 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 installation of 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. These restrictions should be added as a restriction on the property deed. 29. The width of drainage and utility easements over all public utilities shall be verified during final design. 30. 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. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015.