HomeMy WebLinkAbout4.b. Approval of Prestwick Place 19th Addition Final Plat for Prestwick LLC, 19-24-FP
EXECUTIVE SUMMARY
Planning Commission Meeting: April 23, 2019
Tentative City Council Meeting: May 21, 2019
AGENDA ITEM: 18-41-FP: Request by Prestwick, LLC,
AGENDA SECTION:
for Final Plat Approval for Prestwick
Consent
th
Place 19 Addition
PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 4.b.
ATTACHMENTS: Site Location; Final Plat; Preliminary Plat,
Grading Plan; Easement Vacation
APPROVED BY: K.L.
Sketch; Engineer’s Memo dated April 23,
2019; Park and Recreation Director’s
Memorandum dated April 17, 2019
RECOMMENDED ACTION:
th
Motion to recommend that the City Council approve the Final Plat for Prestwick Place 19
Addition, subject to the following conditions:
1. Execution of a subdivision agreement
2. Drainage and utility easements with storm sewer infrastructure, except ponding or
infiltration areas, 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. Provision of $14,190 for Landscaping Surety
4. Provision of $119,000 for Fee-in-Lieu of Park Dedication
5. Compliance with the conditions and standards within the City Engineer’s
Memorandum dated April 23, 2019.
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: 21.848
Net Area: 11.525 Acres
Lots/Units: 35 Single Family Lots
Gross Density: 1.60 units/acre
Net (Met Council) Density: 3.04 units/acre
The Planning Commission is being asked to consider a Final Plat request from Prestwick, LLC for
th
Prestwick Place 19 Addition to allow development of 35 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 recommended approval of 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 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.
The applicant has received approval for the second phase of development, but rather than continuing to
plat lots from east to the west, the applicant shifted 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.
th
This phase and the next are the final phases of development with the overall Prestwick Place 13 Addition
preliminary plat are.
The proposed final plat represents approximately half of the final development phases within the
Prestwick 13th preliminary plat area, and would create 35 single-family lots on the eastern portion of the
th
site adjacent to Prestwick Place 16 Addition. In addition to the residential lots, the applicant will be
dedicating right-of-way completing Ashbrook Path running east to west in the middle of the overall
development area, a small extension of the Ashford Path along the northern portion of the development
and Ashfield Avenue connecting those two streets. Right-of-way for the initial segment of Ashdale
th
Avenue is also provided in this finalpPlat. The Prestwick Place 19 Addition final plat will maintain one
large outlot reserved for the next phase of development.
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 subject property is guided LDR – Low Density Residential and zoned R-1,
th
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. 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
than 9,750 square feet.
The final plat is consistent with the preliminary plat that was approved in 2016. Many of the other standards
are addressed at the building permit stage when an individual site survey is reviewed by the City.
2
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
th
family lots. The current application proposes to plat 35 single family lots for Prestwick Place 19 Addition
and to dedicate the easements necessary to construct the storm water infiltration 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
th
adjustments into account, the Prestwick Place 19 Addition Final Plat is consistent with the approved
th
Prestwick Place 13 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.
th
Parks and Open Space. The Prestwick Place 19 Addition creates 35 buildable lots from 11.525 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
$119,000 (35 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.
3
6
0 I 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. 19DRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT A260.68N22°51'53"W108.29R=270.00Δ=22°58'47"102.62N22°53'42"W68.62S89°54'55"EN68°45'09"E65.00
S16°
3
3
'
0
3
"
W
31.54
S0°18'11"W
164.14Δ
(SEE SHEET 2 OF 2)NORTHERLY L
INE
OF
OUTLOT
A
,PRESTWICK
PLACE
15TH
ADD
IT
ION
6060606060866.19Δ3214N0°05'18"W 465.82
N67°08'07"E
813
.745432124653OUTLOT A89114791012867513221437561215C.
BRG
.=S67°24
'41"WCH=17.53Δ=0°15'11"R=3970.00L=17.53N85°17'06"W203.86S4°42'54"W
54.90
ΔΔ130.33S85°17'06"E130.00N75°14'25"E329.00606060Δ=3°23'46"24.29DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.DENOTES DAKOTA COUNTY C.I.M. FOUNDTHE NORTHERLY LINE OF OUTLOT A, PRESTWICK PLACE16TH 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 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, EXCEPT 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 16TH 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 19TH 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._______________________________ _____________________________________Mayor City 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 19TH 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 19TH 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
35412212111234567891011124876539765432260.68N22°51'53"WS22°51'53"E260.29S22°51'53"E258.8376.1684.9188.7769.9768.2869.5135.5740.08105.03Δ=1°14'21"87.1642.62Δ=14°04'50"81.10Δ=8°53'58"51.2615.1845.37Δ=0°59'00"
27.00
Δ=2°43'27"74.81Δ=1°56'13"53.1920.51109.8590.3839.69Δ=6°03'14"93.73Δ=14°17'45"86.89Δ=13°15'08"Δ=0°58'01"67.00Δ=0°52'44"60.8965.0367.0365.0347.3530.45Δ=1°04'06"67.76Δ=2°22'36"62.70Δ=2°11'58"5.15125.2163.7422.40Δ=0°49'06"Δ =2 °3 0 '0 9 "
6 8 .5 0Δ=2 °31'21"
6 9 .0 5
Δ =3 °2 0 '0 7 "
91.3 0142.6880.47
63.39 63.30 84.3664.0173.6426.5087.78Δ=1°44'34"
47.70
Δ =11°5 7 '0 8 "
6 8.4 7
Δ=18°27'59"105.78Δ=30°25'07"142.4071.27
Δ =2°30'27"6 5.7 9
Δ =2°18 '5 4 "
6 7.19
Δ =2 °21'51"
6 4 .4 0
Δ =2 °15 '5 7 "
6 5 .7 9
Δ =2 °18 '5 4 "
38.26
Δ=1°20'46"67.0067.0052.08Δ=1°50'10"13.96Δ=8°15'03"62.74Δ=8°15'03"62.7484.0181.7070.4751.4115.78
67.0656.72
12.8165.186.4271.57104.5641.16N5°33'35"W107.75S4°23'54"E91.0330.00128.68S22°51'53"E256.91S22°51'53"E254.93
N89°54'55"W
140.00
S89°06'05"W
139.79
S86°22'39"W
136.99
N84°26'25"E130.00N25°54'34
"W136.30S15°38'47"E133.01S7°23'44"E131.07N5°33'35"W136.44S5°33'35"E139.88S5°33'35"E136.99S4°12'49"E135.36N1°53'55"W140.83S0°22'02"W154.60N2°43'53"E179.03N5°02'46"E130.00N4°29'26"E130.00N0°17'01"E138.69N2°14'20"W132.40N4°44'29"W125.06N89°01'00"E
138.51
N86°38'23"E
141.69 S24°33'39"E150.00S65°26'21"W75.45Δ=2°05'44"R=4000.00146.29Δ=22°58'47"R=300.00120.32Δ=5°38'40"R=1603.48157.96Δ=18°20'15"R=405.67129.84Δ=30°25'07"R=298.21158.32Δ =13 °0 6 '4 8 "
R =15 9 8.3 8 3 6 5 .8 2 Δ=1°39'57"116.29Δ=0°25'47"30.00
Δ =2°50'19"
79.19 Δ =10 °16 '2 9 "
2 8 6 .6 3
28.04S4°42'54"W172.97N5°33'35"W160.36S84°26'25"W214.12N0°05'05"E60.55N22°53'42"W72.51120.3893.74329.00N67°08'07"ES22°51'53"E253.00S65°26'21"W126.46N25°54'01"W144.93S2°13'56"W85.46S0°05'05"W227.03145.11S75°44'57"WCH. BRG.=N16°51'20"WCH=106.40Δ=30°06'00"R=204.88 L=107.63CH. BRG.=S58°28'14"WCH=99.79Δ=15°15'52"R=375.67 L=100.09S23°53'50"E207.07N79°50'10"E287.59139.56
N86°54'40"E
N82°59'39"E77.99N78°08'47"E77.99N73°17'54"E77.998
7
.
1
3
N
5
1
°
5
2
'
3
1
"W
70.00
N83°40'21"W
S64°07'08"W75.44218.68S22°51'53"E57.96R=409.76Δ=8°06'18"130.00N75°14'25"ES85°17'06"E
130.33 54.90S4°42'54"WN85°17'06"W
203.86 164.14S0°18'11"W31.54S16°33'03"W65.00N68°45'09"ES89°54'55"E
68.62L=17.53Δ=0°15'11"CH. BRG.=S67°24'41"WCH=17.53102.62N22°53'42"W108.29R=270.00Δ=22°58'47"N0°05'05"E
13.19 S81°11'07"W145.7330.0072.6230.0130.0165.0067.0065.0065.0067.0030.0030.0030.0030.00
30.00 30.00
27.69R=525.89Δ=3°00'59"ASHFORD PATHASHFIELD AVENUEASHBROOK PATHASHDALE AVENUE30303030
3030303030303030303030 30
3030 10101243510.016.89303030117130117117DRAINAGE AND UTILITY EASEMENT130130.00117.004.13147.07BEING 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 THUS551010 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 PATHABERCORN AV
E
N
U
E
ASHBROOK PATH609595
6060606060
60
606060606060
60
60606060606060 60606060L34 B341,846 SF140TH COURT141.495.0140.495.0 170.571.8 136.5 247.855.6142.3252.758.548.0 114.2251.633.132.496.565.0255.365.1259.267.167.0262.6 65.0263.965.067.0262.967.069.0259.569.1254.956.98.365.067.0250.167.269.0246.938.930.265.0252.465.367.0260.567.5264.069.169.0262.8
67.0258.045.621.670.2252.870.465.0250.865.1252.657.110.067.0254.669.069.065.0256.465.067.0258.367.069.0260.140.728.365.0260.765.067.0260.267.0258.78.156.965.0256.769.069.0254.767.067.0252.865.065.0250.769.069.0249.820.043.875.2116.6268.158.4131.8316
.
858.4167.24
1
1
.
358.4126.1114.
024.74
1
7
.
058.489.4165.
4360.658.4166.
1251.258.4121.
7193.258.4101.
5165.758.4
86.8160.016.9
43.2
160.067.8
67.8160.065.0
65.0160.065.0
65.0160.065.0
65.0166.444.6
15.3
160.088.5195.95
8.3
103.
5258.45
8
.
3
126.
1 242.358.348.547.514.0
90.565.3156.4131.4
65.0
65.0 65.065.069.043.725.347.3
154.0115 .4148.599.8
117.319.971.6133.0
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
1-1 2-1
3-1 4-1 5-1 6-1 7-1 8-1 9-1 10-1 11-1 12-1 13-1 1-1 2-1 3-1 4-1 5-1
1-2 2-2
2-3 3-3 4-3
5-3
6-3
2-4
1-4
1-3
3-4 4-4 5-4 6-4 2-2 1-2
2-4
7-5 3-2
1-4
1-5
2-5
3-5
4-5
5-5
6-5 4-2
5-2
6-2
7-2
8-2 9-2
1-3
2-3
3-3
4-3
5-3
6-3
7-3
8-3
9-3
10-3
11-3
12-3
FBLO
FBLO
FB
FB
FBLO
FBLO
FBWO
FBWO
FBWO
FBWO
FBWO
FBWO
FBWO
FBWO
FBWO FBWO FBWO FBWO FBLO FBLO FBWO FBWO FBWO FBWO FBWO
FBWO FBWO FBWO FBWO FBLO
FBFB
FBLO
FBLO
FBLO
FBLO
FBLO
FB FB
FBLO
FBLO
FBLO
FBLO
FBLO
FBLO
FBLO
FB
FB
FB FB FB FB
FB
FBFBFB
FB
FB
FBLO
FBLO8.3%7.6%7.9%9.1%6.2%6.8%9.5%7.4%7.3%7.2%6.9%8.2%8.0%8.2%8.4%7.8%8.5%7.6%7.4%7.2%FBLO
FBLO
940
942
944
946
948
950
952
954
956
950
952 954
956 958
942 944
946
948
950
952
954
956
958
940
942
942
944
944
944
944
946
944
9529549549
5
2954
956
956
954
952
950
94
4
950
9
5
2
952
9
5
2
ABERCORN AVENUEASHDALE AVENUEASHFIELD AVENUEAS
H
B
R
O
O
K
P
A
T
H3+00948.764+00950.615+00952.146+00951.50HP: 5+15.41Elev: 952.18ASHFORD PATH
0+00953.921+00955.392+00953.713+00951.514+00949.45HP: 0+97.52Elev: 955.400+00955.501+00957.482+00957.693+00956.684+00955.675+00954.16HP: 1+56.41Elev: 957.968+00
950.8
1
9+
0
0
95
2
.
6
8
10
+
0
0
95
4
.
5
5
11
+
0
0
95
6
.
4
2
12+
0
0
957
.
2
2
13+
0
0
956.
1
4
14+
0
0
954.
7
9
15+00
953.4
4
16+00
952.10
17+00
950.75
HP:
1
1
+
8
7
.
1
7
Ele
v
:
9
5
7
.
2
3
17+00
952.85 18+00
952.25 19+00
951.25
20+00
950.25
21+00
949.25
22+00
948.33
23+00
949.16
24+00
950.72
25+00
952.27
26+00
952.79
27+00
951.51
28+00
949.97
HP: 17+04.10
Elev: 952.85
LP: 22+14.17
Elev: 948.30
HP: 25+75.32
Elev: 952.86 LP: 29+33.67
Elev: 948.44
9.7%9.3%8.5%
8.
4
%
8.
2
%
8.
7
%
6.8%
9.3%8.1%7.8%8.5%8.1%6.4%6.4%8.3%6.1%8.0%9.0%6.2%6.8%9.8%9.1%9.1%8.3%9.3%9.1%8.5%7.7%8.8%8.3%9.6%9.4%6.
9
%
7.6
%
1.4' DROP
0.7' DROP
0.7' DROP
0.7' DROP
0.7' DROP
0.7' DROP
0.7' DROP 0.7' DROP
0.7' DROP
1.4' DROP
0.7' DROP
0.7' DROP
0.7' DROP
0.7' DROP
0.7' DROP
942
940
9
5
2
9
5
0
95
0
952
952952
952952948
95
0
9
4
6
946
95
0
948
954
952
954 952954954
956
954
952 950952954954954954
9
5
4
956954952954952952944
942
940
940
950
958
956
950
952
954
948
946
944
942
942
944
946
948 950952
95295
0
9
5
6
952
944946946950
4:1 MAX SLOPE
INFILTRATION AREA
HWL: 941.7
4:1 MAX SLOPE
4:1 MA
X
S
L
O
P
E
4:1 MAX SLOPE
INFILTRATION AREA
HWL: 939.9
95
0
.
8
95
5
.
5
95
1
.
5
95
6
.
5
95
3
.
0
95
8
.
0
95
9
.
0
95
0
.
8
95
1
.
3
95
9
.
5
96
0
.
0
95
1
.
8
951.
3
959.
5
959.
5
951.
3
953.
5
958.
5
953.
0
958.
0
956.0
955.6
955.1
955.5954.3954.0954.5954.1954.0
953.6 953.6
953.3
953.6954.0955.9956.3953.5957.8954.2958.595
5
.
4
95
9
.
0
96
0
.
3
95
5
.
3
96
0
.
3
95
5
.
3
95
9
.
8
955.
5 960.5955.5955.0960.0959.5954.5955.5
955.1
955.1
954.8
954.0
953.6
953.0
953.3
956.0
955.0
955.6
956.0956.2960.5961.0956.7960.0955.7959.0954.7958.5954.2954.7
955.0
953.8
954.1
955.5
947.3
955.0
946.8
951.0
956.0
950.0
955.0
951.5
946.5944.3
952.5953.5
945.3
954.5
946.3947.3
955.5955.5
947.3
955.0
946.8945.8
954.0953.0
944.8
944.5
952.7951.0
946.0
951.0
946.0
952.7
944.5
953.0
944.8
953.5
945.3
954.5
946.3
955.5955.1956.5956.1951.5
952.3
951
.
1
952
.
5
953.1
953.
9
953.8
952.5
953.9
953.2
951.3
955.
9
958.
5
958.
0
95
7
.
2
95
6
.
5
955.9
953.2 951.6 950.7
950.6951.6952.6953.3953.2
952.3
951.3
950.3
949.2
948.9949.4950.1950.8
952.2
951.5
951.6 950.8 950.0 949.1
952
.
6
95
4
.
5
95
5
.
8
95
4
.
2
951.
8
949.9
951.3
952.5
951.4
952.
0
952.1
95
5
.
0
95
4
.
0
95
2
.
6
95
1
.
9
952.7
952.0 953.3
956
.
6
95
7
.
3
958
.
0
956.
5
951.0
952.7
950.8
949.1
948.
3
947
.
3
946.
8
945.4
94
5
.
2
946.6946.7
949.3
95
3
.
0
95
4
.
3
95
5
.
5
95
6
.
7
957
.
6
957.
7
956
.
9
956.
0
955.
1
954.
3
953.5
952.7
954.5953.8955.5957.5958.0959.0959.0959.0958.5957.5956.0955.0947.4
955.4955.5960.
0
959.
5
95
8
.
5
95
8
.
0 953.7959.
5
95
9
.
5
95
9
.
0
95
7
.
2954.9953.6952.595
5
.
0
958.5959.8959.3952.1
95
3
.
4
95
4
.
9
95
5
.
0
95
6
.
8
957
.
7
957.
6
958.
5
953.5952.7
951.7
950.7
949.4
952.9953.
7
95
5
.
7
95
7
.
3
953.6
953.0954.5955.0947.9
951.8
952.3
953.0
953.4
953.3
952.8955.0954.4954.0953.0952.5952.2950.5950.5952.2952.5953.5954.5955.0954.0953.0952.0951.0950.5949.5 949.0
EX. E.O.F.
945.9
E.
O
.
F
.
95
2
.
1
E.O.F.
951.7
E.
O
.
F
.
95
3
.
0
E.
O
.
F
.
95
2
.
9
E.O.F.
952.5
9
5
1
.
8
E.O.F.
952.5
E.O.F.
949.5
EX. E.O.F.
948.5
954.5
944.2 943.3 943.1 942.3 942.3 942.3 942.3 942.3 942.3 942.3 942.4 943.7
943.1 941.9 940.7 940.2
943.0
95
7
.
0955.9953.0947.5
943.2
95
4
.
0
954.9
941.0
944.5 944.5
943.6
6.3
%
6.0
%
6.7
%
7.3
%
6.3
%
95
6
.
0
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.
GRADING PLAN
ROSEMOUNT,MINNESOTA
1
3
3-15-19
AS SHOWN
16777.00
EXCELSIOR, MN 55331
350 HIGHWAY 7, SUITE 125
PRESTWICK LLC
1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED
AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BE
CONSTRUCTED AT A MINIMUM OF 2% GRADE.
2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND
PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THE
CITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE.
3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT
800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION
4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE.
5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE
WORK.
6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY
WITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TO
DEWATERING OPERATIONS.
7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10%
LOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE
100 YEAR HWL OF ADJACENT POND
LOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVE
100 YEAR HWL OF ADJACENT POND AND 1 FT
ABOVE AN EOF
1-1
941.8
946.8GARAGE FLOOR
ELEVATION
PROPOSED LOT BLOCK
PROPOSED
GROUND ELEVATION
FBHOUSE TYPE
4.8%DRIVEWAY SLOPE
MAXIMUM LOT COVERAGE
LOTS OVER 9,750 SF - 35%
LOTS AT OR BELOW 9,750 SF - 40%
SETBACKS
FRONT - 30 FEET
SIDE STREET - 20 FEET
SIDE - 7.5 FEET
REAR - 25 FEET
DENOTES CONSERVATION POST
FBWO - FULL BASEMENT WALKOUT
FBLO - FULL BASEMENT LOOKOUT
FB - FULL BASEMENT
OUTLOT AOUTLOT B3DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT B,PRETWICK PLACE 16TH ADDITION TO BE VACATED.421213162358756421324D
R
A
I
N
A
G
E
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
O
V
E
R
A
L
L
O
F
O
U
T
L
O
T
A
,
P
R
E
T
W
I
C
K
P
L
A
C
E
1
6
T
H
A
D
D
I
T
I
O
N
T
O
B
E
V
A
C
A
T
E
D
.1DATE____________ 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,MINNESOTA11PM3-15-181"=100'16777.00EXCELSIOR, MN 55331350 HIGHWAY 7, SUITE 125PRESTWICK LLC
MEMORANDUM
To: Kyle Klatt, Senior Planner
CC: Kim Lindquist, Community Development Director
Brian Erickson, Director of Public Works/City Engineer
From: Stephanie Smith, Assistant City Engineer
Date: April 23, 2019
Subject: Prestwick Place 19th Final Plat- Engineering Review
SUBMITTAL:
The plans for Prestwick Place 19th Addition have been prepared by Probe Engineering
Company, dated March 15th, 2019. Engineering review comments were generated from the
following documents included in the submittal:
▫ Prestwick Place 19th and 20th Grading Plan
▫ Detail Sheet
▫ Prestwick Place 19th Addition Final Plat
GENERAL COMMENTS:
The developer has informed the City of their intent to have the construction plans designed by
the City and have the construction administrated privately by the developer. The developer has
deposited $40,000 with the City to start the plan design.
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 -
2019.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. Plans must be signed by an engineer registered in the state of Minnesota prior to grading
on site.
4. The grading plan shall be revised to clearly show proposed work in the 19th Addition vs.
work that will be completed in the 20th Addition.
5. 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.
RIGHT OF WAY AND EASEMENTS:
The plat consists of re-platting existing outlots into the lots of Prestwick Place 19th Addition and
a new Outlot A. Right-of-way will be dedicated for the local streets that will serve the new lots.
Per City Code, Drainage and Utility (D&U) easements will be dedicated around the perimeter of
the lots and over the stormwater BMPs.
6. The existing drainage and utility easements must be vacated prior to and concurrently
with recording the final plat.
7. 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.
8. 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.
9. The width of drainage and utility easements over all public utilities shall be verified
during final design.
10. 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.
11. Easement restrictions should be added as a restriction on the property deed.
STREET AND SIDEWALK
The conditions of approval for Prestwick Place 16th Addition included the completion of
Ashford Path to provide a secondary access to Prestwick Place 13th and 16th. While Prestwick
Place 19th does not complete Ashford Path, it provides an acceptable secondary access with the
completion of Ashbrook Path.
12. Abercorn Avenue profile shall be revised to remove the slope changes without vertical
curves.
13. Street profiles profile shall callout and verify the tie-in points with the portions of the
road constructed with previous additions. Ashford Path, Station 29+65 to the end of the
profile, is a 1.00% slope in the Prestwick Place 16th Addition plans, rather than the
0.70% slope shown.
14. Intersection stationing shall be called out on the street profiles.
15. Barricades and “Future Thru Street” signage shall be placed at the stub of Ashford Path
and Ashdale Avenue.
16. The applicant shall submit a signage plan for review.
17. 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
WATER AND SANITARY SEWER
18. The water and sanitary sewer construction plans will be designed, consistent with City of
Rosemount Engineering Guidelines and Standard Specifications and Detail Plates, by the
City’s consultant WSB at the applicant’s expense.
GRADING AND DRAINAGE
The proposed grading utilizes backyard drainage swales and catchbasins. The front half of lots
drain stormwater to the street and the back half of the lot would flow away from the street. The
majority of lots have a drainage swale in the backyard.
19. The applicant shall revise the grading plan to minimize the number of backyard
catchbasins.
20. The plan shall be revised to show driveway locations and label all the driveway grades for
city staff review.
21. The plan shall be revised to show spot elevations between lots to prevent runoff towards
the proposed building pads.
22. The grading shall be revised to provide a maintenance access route for the infiltration
basin.
STORMWATER
The applicant proposes an infiltration basin on the northern portion of the development, at the
back of Block 1.
23. Infiltrometer testing to verify the infiltration rate shall be required prior to public
acceptance of the infiltration basin.
24. Soil amendment is required in basins where the infiltration rate is higher than 8.3 inches
per hour.
WSB Engineering reviewed the Prestwick Place 19th Addition grading and stormwater
management plan on behalf of the City. The full memorandum, dated April 15, 2019, is included
as an attachment. The recommendations are summarized below:
Stormwater water quantity and quality appear to be consistent with requirements in the
Engineering Guidelines and the Stormwater Management Plan. Although, storm sewer
design was not included in this submittal.
25. SWPPP is required.
26. The 10 Day Snow Melt should be added to the Infiltration Areas on the Grading
Plan.
27. An arrow and the Basin ID should be added at the east edge of the Grading Plan to
show where the Infiltration Areas discharge.
28. A minimum freeboard elevation of 1 ft from EOF to low opening has not been met
on Lot 3 Block 4.
29. A minimum freeboard elevation of 3 ft from HWL to low opening has not been met
on Lot 4, 6, and 9 Block 1.
30. Low Floor Elevation should be called out for each building.
31. Storm sewer inlets are generally required every 300’. Additional inlets may be
required on Ashfield Avenue.
32. 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.
33. The width of drainage and utility easements over all public utilities shall be verified
during final design.
34. Details for erosion control structures were included in this submittal, but not an
Erosional Control Plan.
35. No Restoration Plan was included in this submittal.
Should you have any questions or comments regarding the items listed above, please contact me
at 651-322-2015.
Attachment:
WSB Memorandum Re: Prestwick Place 19th Addition Construction Plan Review, dated
4/15/2019
MEMORANDUM
To: Kim Lindquist, Community Development Director
Kyle Klatt, Senior Planner
Anthony Nemcek, Planner
Brian Erickson, City Engineer/Public Works Director
Stephanie Smith, Assistant City Engineer
From: Dan Schultz, Parks and Recreation Director
Date: April 17, 2019
Subject: Prestwick Place – 19th Final Plat
The Parks and Recreation Department recently reviewed the final plat for the Prestwick Place 19th
Addition. After reviewing the plans, the Parks and Recreation Department staff has the following
comments:
PARKS DEDICATION
The parks dedication requirement for the 35 units in the 19th addition is to be cash in lieu of land.
The cash in lieu of land dedication for 35 units is $119,000 (42 units x $3,400 per unit). The cash
dedication is to be paid prior to, or at the time of execution of the final plat.
Please let me know if you have any questions about this memo.