CC Staff Report 12-14-20CITY COUNCIL STAFF REPORT
Monday,December 14,2020
Subject Approve Final Plat,Development Contract and Plans and Specifications for The Park 3rd
Addition
Section CONSENT AGENDA Item No:D.3.
Prepared By Kate Aanenson,Community
Development Director
File No:Planning Case No.2019-01
PROPOSED MOTION
The Chanhassen City Council approves The Park 3rd Addition Final Plat,Development Contract and Plans and
Specifications”.
Approval requires a Simple Majority Vote of members present.
SUMMARY
The applicant,Lennar,is requesting approval of the plat for The Park 3rd Addition subdivision.The Park 3rd Addition
will create 31 lots and right-of-way for public streets for the property.
BACKGROUND
On March 11,2019,the Chanhassen City Council approved the following:
The Rezoning of 191 acres from Rural Residential District,RR,to Planned Unit Development Residential,
PUD-R including the PUD ordinance Galpin Design Standards'The
Wetland Alteration Permit of 1.28 acres of wetland impacts subject to conditions in the staff report and The
Subdivision Preliminary Plat creating 169 lots,three outlots and dedication of public right-of-way as shown
in plans prepared by Pioneer Engineering dated February 28,2019,to be modified to match the site plan
presented on March 11,2019,with the reduction of four lots,subject to the following conditions:Stated in
the Conditions of Approval section.On
Monday,August 12,2019,the Chanhassen City Council approved the final plat for The Park which included
50 lots and the dedication of 50 acres of public park.On
April 5,2019,Lennar submitted a revised preliminary plat that was consistent with the Conditions of Approval of the March
11,2019 City Council action.Those plans were modified on May 24,2019.On
July 7,2019,the City Council reviewed the changes in the preliminary plat and approved a grading plan.The 8-stall
parking lot has been relocated to the south side of the street from its current location.The approved PUD
CITY COUNCIL STAFFREPORTMonday,December 14,2020SubjectApproveFinalPlat,Development Contract and Plans and Specifications for The Park3rdAdditionSectionCONSENTAGENDAItemNo:D.3.Prepared By Kate Aanenson,CommunityDevelopmentDirector File No:Planning Case No.2019-01PROPOSEDMOTION“The Chanhassen City Council approves The Park 3rd Addition Final Plat,Development Contract and PlansandSpecifications”.Approval requires a Simple Majority Vote of members present.SUMMARYTheapplicant,Lennar,is requesting approval of the plat for The Park 3rd Addition subdivision.The Park 3rdAdditionwillcreate31lotsandright-of-way for public streets for the property.BACKGROUNDOnMarch11,2019,the Chanhassen City Council approved the following:The Rezoning of 191 acres from Rural Residential District,RR,to Planned Unit Development Residential,PUD-R including the PUD ordinance Galpin Design Standards'TheWetlandAlterationPermitof1.28 acres of wetland impacts subject to conditions in the staff reportandTheSubdivisionPreliminaryPlatcreating169lots,three outlots and dedication of public right-of-wayasshowninplanspreparedbyPioneerEngineeringdatedFebruary28,2019,to be modified to match thesiteplanpresentedonMarch11,2019,with the reduction of four lots,subject to the following conditions:StatedintheConditionsofApprovalsection.On Monday,August 12,2019,the Chanhassen City Council approved the final plat for The Parkwhichincluded50lotsandthededicationof50acresofpublicpark.On April 5,2019,Lennar submitted a revised preliminary plat that was consistent with the Conditions of Approval oftheMarch11,2019 City Council action.Those plans were modified on May 24,2019.
On July 7,2019,the City Council reviewed the changes in the preliminary plat and approved a grading plan.The 8-
stall parking lot has been relocated to the south side of the street from its current location.The approved PUD
governs the standards for the development including the maximum of 31 Villa homes.
On January 27,2020,the Chanhassen City Council approved the final plat for The Park 2nd Addition subdivision,which
included 57 lots,four outlots,and right-of-way for public streets for the property.
On September 14,2020 the Chanhassen City Council approved the final plat for The Bluffs at Lake Lucy which
created 31 lots,two outlots,and right-of-way for public streets for the property.
DISCUSSION
The Park 3rd Addition is the last of the four plats for The Park PUD.All of the parkland has been dedicated with the
previous three plats.The 31 lots have an average area size of 11,362 sf.the minimum allowed is 8,450).
RECOMMENDATION
The Chanhassen City Council approves The Park 3rd Addition Final Plat,Development Contract and Plans and
Specifications”.
ATTACHMENTS:
Staff Report
Development Contract
Development Review Application
The Park 3rd Addition Final Plat
Landscaping Plan
Lot Compliance Table
Street and Utilities Plan Sheets
Grading and Erosion Control Plan Sheets
CITY OF CIIANIIASSIN
Chanhassen is a Community for Life - providing for Today and Planning for Tomorrow
MEMORANDUM
TO:Heather Johnston, Interim City Manager
FROM:Kate Aanenson, AICP Community Developmenl Director
Erik Henricksen, EIT, Project Engineer
Jill Sinclair, Environmental Resources Coordinator
Jerry Ruegemer, Park and Recreation Director
DATE: December 14.2020
SUBJ:Approve the Final Plat, Development Contract and Plans and Specifications for "The
Park 3rd Addition" - Planning Case No. 2019-01
PROPOSED MOTION
The Chanhassen City Council approves The Park 3'd Addition Final Plat, Development
Contract and Plans and Specifications".
PROPOSAL SUMMARY
The appticant, Lennar, is requesting approval of the plat for The Park 3d Addition suMivision. The
Park 3'd Addition will create 31 loa and right-of-way for public streets for the property.
BACKGROUND
On March 11, 2019, the Chanhassen City Council approved the following:
The Rezoning of 191 acres from Rural Residential District, RR, to Planned Unit Development -
Residential, PUD-R; including the PUD ordinance 'Galpin Design Standards';
The Subdivision Preliminary Plat creating 169 lots, three outlots and dedication ofpublic right-
of-way as shown in plans prepared by Pioneer Engineering dated February 28, 2019, to be
modified to match the site plan presented on March I l, 2019, with the reduction of four lots,
subject to the following conditions: Stated in lhe Conditions of Approval section.
PH 952.227.1100. www.ci.chanhassen.mn.us. FX 952.227.1110
a
r The Wetland Alteration Permit of 1.28 acres of wetland impacts subject to conditions in the
staff report; and
11OO I4ARKET BOULEVARD .PO BOX I4T.CHANHASSEN .MINNESOTA 55317
The Park 3'd Addition Final Plat
December 14,2020
Page 2
On April 5, 2019, Lennar submitted a revised preliminary plat that was consistent with the
Conditions of Approval of the March I1,2019 City Council action' Those plans were modified on
May 24,2019.
On July 7, 2019, the City Council reviewed the changes in the preliminary plat and approved a
gradini pian. The 8*tali parking lot has been relocated to the south side ofthe street from its current
i*utio"n. The approved PiJD govems the standards for the development including the maximum of
31 villa homes.
On Monday, August 12, 2019, the City Council approved the final plat for The Park with included
50 lots and the dedication of 50 acres ofpublic park.
On January 27,2020,the City Council approved the final plal for The Park 2d Addition suMivision,
which inciuded 57 lots, four outlots, and right-of-way for public streets for the property.
On September 14,2020lbe City Council approved the final plat for The Blufls at l,ake Lucy which
created 3l lots, two outlots, and right-of-way for public sreee for the property'
SUBDIVISION REVIEW
The Park 3'd Addition
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The Park 3'd Addition Final Plat
December 14,2020
Page 3
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Attached is a spreadsheet demonstrating that all lots meet the standards of the PUD. These lots have
an average area size of 1'1j62 sf' (the minimum allowed is 8'450).
REVIEW CONDITIONS PRELIMINARY APPROVAL
Park and Recreation
l. Dedication of 100+/- acres ofwooded open spaces and wetlands in the eastem halfofthe
property to the city of chanhassen for parkland in exchange for a housing density transfer and
hrmUme"t of a nine +/- acre parkland dedication requirement. Outlot A rvill was dedicated to the
city.
2. Acknowledgement that the dedicated land may be developed at the city's discretion as
parkland for public use and may include, but is not limited to trails, boardwalks, bridges, structures,
and signage. *ill Occurred with the Development Contract for the lst phase'
3. The planning, engineering, grading, and placement of aggregate and bituminous base for
construction of a l0-fooiwide bituminous east/west trail connection between Galpin Boulevard and
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The Park 3'd Addition Final Plat
December 14,2020
Page 4
a location east ofStreet "D", and in lieu of constructing a 10-foot wide bituminous trail adjacent to
Galpin Boulevard between Street "E" and Street "A", make a $120,000 (1,600 feet @ $75 per foot)
coniribution to the city's Trail Fund. Condition te-be was added to the Development Contract
for The Park.
4. All 6ails shall meet all city standards for trail construction. Condition te$e was added to
the Development Contract for The Park
5. The east/west trail shall maintain a minimum lO-foot setback from outside edges oftrail to
private property and be designed to minimize encroachment of wetland buffers. Condition tebe
was added to the Development Contract for The Park
6. The east/west trail crossing of Street "A" shall be relocated from a midblock crossing as
shown to the intersection of Street "A" and Street "D".
Plannine
l. All 191 acres must be included in the PUD. Condition to be added to the Development
Contract for The Park
2. Atl lots and homes must be developed consistent with the standards in the Compliance Table.
Condition to be added to the Development Contract for The Park.
7. The east/west trail shall be designed and constructed so as not to require retaining walls.
Condition tebc was added to the Development Contract for The Park
8. The entirety ofthe east/west trail and associated buffers shall be constructed within the
dedicated public outlots. Condition te$e was added to the Development Contract for The Park
g. The planning, engineering and construction ofthe 10-foot wide bituminous trails connecting
both Street ,
lZ" mdiopazDrive/Ridge Lane to the planned trail at the westem edge of Lake Lucy
including trail "
ase."nts.
Condition ts-be was added to the Development Contract for The Park
Engineering
L Any requirements set by the MCES to work within the MCES's sewer and utility easement
shall be addresied by the applicant. Condition does not apply for The Park Final Plat; Condition
does apply for The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
2. An executed agreement between the developer and the MCES allowing work within the
MCES's easement shall be provided to the city prior to the issuance of grading permits. Condition
does not apply for The Park Final Plat; condition does apply for The Park 2nd Addition Final
Plat and has been met for The Park 3'd Addition Final Plat.
3. The width ofthe public right-of-ways shall be called out on the final plat prior to acceptance
and recording, this includes radii cul-de-sac bulbs. Condition has been met forThe Park Final
plat and Thi park 2.d Addition Final Plat and The Park 3'd Addition Final Plat.
The Park 3'd Addition Final Plat
December 14,2020
Page 5
4. Thirty-foot (30-foot) wide drainage and utility easements, for the purpose ofaccessing
utilities and basins, shall be provided beween ffil-to Lots l2eandl*l abutting Public
Streetg :Z:: prior to acceptance and recording. Condition has been 4g!![99! for clarity and has
been met for The Park Final Plat and The Park 20d Addition Final Plat and The Park 3'd
Addition Final Plat.
5. zught-of-way dedication in conformance with the Carver County Development/Access
Review Comments, subject to review and approval by the county and city prior to acceptance and
recording of the final plat. condition has been met for The Park Final Plat and The Park 2od
Addition Final Plat and does not apply to The Park 3'd Addition Final PIat.
6. Ongoing coordination with the county and city regarding future improvements to Galpin
Boulevard. Also see Condition 25 20. Condition has been 4g!![9{ for clarity and still applies.
7. The developer shall locate on the existing condition survey all existing wells and septic
fields. Condition has been met for The Park Final Plat end The Park 2od Addition Final Plat
and The Park 3"d Addition Final Plat.
8. The developer shall abandon all existing wells and septic fields in accordance with all
federal, state, and local regulatory agency standards, and obtain all necessary permits for said
abandonments. Prior to commencement of abandonment activities, a copy of all required permits
from the appropriate regulatory agencies shall be provided to the city. Condition still applies.
9. Provide an updated existing conditions survey that illustrates the MCES sanitary and utility
easements on parcels 25.0100400 and 25.7580040. Condition no longer applies'
10. The applicant shall submit a mass grading plan or a phased grading plan (as applicable) for
review and approvat by the city prior to issuaneeef grading pemi+s. Condition has been modified
for clarity "
od
hr. been met for The Park Final Plat and The Park 2nd Addition Final Plat and
The Park 3"d Addition Final Plat.
11. proposed spot elevations shall be shown on the gading plans at the center ofthe proposed
driveway ai the curb line for review prior to issuaneeef grading pemi+s. Condition has been
g5!![9g! for clarity and has been met for The Park Final Plat and The Park 2'd Addition Final
Plat and The Park 3'd Addition Final Plat.
12. proposed spot elevations shall be shown on the grading plans at top of curb for review prior
to issu€nee€f grading pernri+s. Condition has been 4!![9g! for clarity and has been met for
The Park Final Plaiand The Park 2nd Addition Final Plat and The Park 3"d Addition Final
Plat and The Park 3'd Addition Final Plat.
13. Drainage arrows for all EOF routes shall be included on the grading plans prior to issuaneeef
grading pe+mi+s. Condition has been gqq!![g{ for clarity and has been met for The Park Final
il"t "
ni
still applies to The Park 2nd-Addition Final Plat and has been met and The Park 3'd
Addition Final Plat.
14. Grading within bluff setbacks is subject to review and approval by the city prior to issuanee
ef grading pemi+s. Condition has been 4g!![9g! for ctarity. Condition does not apply for The
paix rinai ptat or The Park 20d Addition Final Plat or The Park 3'd Addition Final Plat.
The Park 3'd Addition Final Plat
December 14,2020
Page 6
15. All existing buildings and structures within the city's Well House #3 property abutting
Galpin Boulevard shall be included on the grading plans. Condition has been met for The Park
Final plat and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
16. Grading plans shall be updated to include the location and grade ofthe improved and
relocated access driveway to Well House #3 off Calpin Boulevard. Condition no longer applies.
17. Grading plans shall be updated to include the location and protection methodology ofthe
sigrificant oak tree on the Well House #3 site. Condition does not apply for The Park Finel Plat
or The Park 2nd Addition Final Plat or The Park 3'd Addition Final Plat.
18. The applicant shall submit revised grading plans and stormwater plans so that no storrnwater
runoffflowsdirectlyontothepublictrail@.Conditionhas
been 44q!![gg! due to updated plans and has been met for The Park Final Plat and The Park
2'd Addition Final Plat and The Park 3'd Addition Final Plat.
19. An updated geotechnical report assessing slope stability immediately east ofLot I l0 abutting
Street "A" shall be submitted for review and approval prior to the issuance ofgrading permits.
Condition no longer aPPlies.
20. Final grading plans, including pond locations, sizing and analysis, along with right-of-way
dedications off Galpin Boulevard, shall conform to the future Galpin Boulevard reconstruction
project. Cross reference of grading plans, profiles, and respective cross sections are to be provided
it key locations such as intersections, ponds, or other special features required by the county and city
for review prior to acceptance and recording of the final plat. Condition has been met for The
Park Final Ptat and still applies for The Park 2nd Addition Final Ptat and does not apply for
The Park 3'd Addition Final Plat.
21. All retaining walls exceeding four (4) feet in height shall have plans and details prepared by a
registered engineer or landscape architect prior to issuance of building permits. Condition has been
met for The Park Final Plat and The Park 2nd Addition Final Plat and does not apply for The
Park 3'd Addition Final Plat.
22. The retaining wall south oflots 108-11 I abutting Street "A" shall be adjusted to
accommodate a I . 5 : 1 buffer from the bottom of the proposed stormwater line to the bottom of the
proposed retaining wall foundation. Condition no longer applies.
@Conditionisthesameas#l4andisnotnecessary.
24. All newly constructed streets and the extension ofany existing streets shall be public streets,
owned and maintained by the city, after acceptance ofthe public improvements by the City Council.
Condition still aPPlies.
25. All newly constructed public streets shall be designed to meet the current standard
specifications and detait plate for residential streets (Detail Plate #5200), unless otherwise directed
by the City Engineer. Condition has been met for The Park Final Plat and The Park 2id
Addition and Final Plat The Park 3'd Addition Final Plat.
26. Any and all conditions associated with the alignment and configuration of "Della Drive" set
by the Planning Commission or City Council shall be addressed by the applicant prior to acceptance
The Park 3'd Addition Final Plat
December 14,2020
Page 7
and recording of the final plat. Condition does not apply for The Park Final Plat or The Park
2od Addition Final PIat or The Park 3'd Addition Final Plat.
27. The developer shall provide a curb cut and access easement for parcel 25.0100400 onto
Street "2". Condition no longer applies.
28. A water service lateral shall be stubbed off the "Della Drive" water main for the future
connection ro parcel 25.0100400. Condition does not apply for The Park Final Plat or The Park
2od Addition Final Plat or The Park 3'd Addition Final Plat.
ieft A seolechnical ensineerine shall be on-site
durins gr ns oDerations. If undwater is encountered durin ggradins. srades shall be ad iusted to
maintain a three foot seDaration from the bottom fl elevation and to the
recommendations of the soil eng ineer on site. Changes to es shall be submitt the city for
revlew an aooroval.Condition has been 4!i[9g! due to updated plans and still applies.
30. Sidewalks shall be extended along the cul-de-sacs located off S++eets:9-+Gi Lucy Ridee
Lane and-iizr and shall be constructed in accordance with the city's standard specifications and
detail plates for concrete sidewalks. Condition has been modified for clarity. Condition does not
applyior The park Final plat or The Park 2nd Addition Final Plat or The Park 3'd Addition
Final Plat.
3l . All curb ramps shall be constructed to meet ADA standards and the city's Detail Plates
521 5-5215D. Condition still applies.
32. Intersection improvements to provide pedestrian access at the intersection ofGalpin
Boulevard and stfe€+l+r Peail Drive shall be conslructed in accordance with MUTCD best
management practices. Condition has been 4g!![9{ for clarity. Condition does not apply for
The Park Final Plat; condition applies to The Park 2nd Addition Final Plat; condition does
not apply for The Park 3'd Addition Final Plat.
33. A detail ofthe proposed street lights shall be provided prior to the issuance ofbuilding
permits. Condition still applies.
34. An enumerated list ofall street lights and their proposed locations shall be provided for
review and approval prior to the recording of the final plat. Condition has been met for The Park
Final Plat and The Park 2d Addition Final Plat and The Park 3'd Addition Final Plat.
35. Street lights within the lo shall be owned and maintained by the electric utilitv
companv. be install ed at all intersections and at the end ofeach cul-de-sac subject to review and
approval by the city
and still applies.
prior to issuance of building permits. Condition has been 4g!![99! for clarity
36. The site plan shall be updated to provide proposed street glades (centerline gradients).
Condition has been met for The Park Final Plat and The Park 2nd Addition Final Plat and The
Park 3'd Addition Final Plat.
37. All newly constructed water mains shall be public water mains, owned and maintained by the
city, after acceptance ofthe public improvements by the City Council. Condition still applies.
The Park 3'd Addition Final Plat
December 14,2020
Page 8
38. Watermains located onW Della Drive. Pearl Dri ve. and Paisley
Path shall be tied into the high-pressure zone located on Galpin Boulevard. Water main extensions
on Topaz Drive and Lucy Ridge Lane shall be tied into the existing water main stubs (low-pressure
zone). Condition has been 4!!figg! for clarity and still applied to The Park l't and The Park
2nd Final Plats; Condition does not apply for The Park 3'd Addition Final Plat.
39. The water main located on S++eet-::Z: Della Drive shall be tied inlo the existi ng stub off Ruby
Lane and a gate valve near the connection point shall be installed. The gate valve shall be closed to
separate the pressure zones. Condition has been modified for clarity. Condition does not apply
foi The Park Final Plat and The Park 2nd Addition Final PIat and The Park 3'd Addition Final
Plat
40. The developer shall field veriff the location ofall water main taps to the existine public
mains offGaloin Boulevard prior 10 @ comme ncement of anv utility
construction and update the plans accordingly. Condition has been 4!!!99! for clarity and still
applies to The Park l.r and The Park 2od Final Plats; condition does not apply for The Park
3rd Addition Final Plat.
41. The developer's contractor shall schedule a preconstruction meeting with Engineering and
Public Works Utilities departments prior to the commencement of any work to the water main
installation and tapping from Gal ulevard. Condition has been modified for claritv and still
applies to The park l.t and The Park 2od Final Plats; Condition does not apply for The Park
3'd Addition Final Plat.
42. Updated plans indicating the location ofall undergtound utilities on the east and west side of
Galpin Boulevard, along with plans and profiles ofany utility crossings on the east and west side of
Galpin Boulevard, shall be submitted for review and approval prior to the issnaaeeof$uilding
pemrits commencement of any utility construction. Condition has been 4!!@! for clarity and
still applies to The Park l.t and The Park 2nd Final Plats; condition does not apply for The
Park 3'd Addition Final Plat.
43. An agreement that lists the conditions and required improvements for the land swap between
the developer and the city regarding Lot 163 and a portion of the Well House #3 site, shall be
executed and recorded prior to the acceptance and recording ofthe final plat. Condition no longer
applies.
44. All utility crossings ofpotable water and sanitary and/or storm mains will require l8 inches
of vertical separation and l0 feet of horizontal separation. The developer shall submit construction
plans with profiles and plan views ofthe utilities for review and approval prior to the-issuanee-ef
Uuilaingpeffiits the commencement of anv utility construction' Condition has been 43!!!9g! for
clarity and still applies.
45. All utility crossings of potable water and sanitary sewer thal do not meet vertical separation
requirements will require that the sanitary sewer main a1 that crossing be constructed of PVC C900
water main material. The developer shall submit construction plans indicating material type at these
locations for review and approval of the city prior to issuaneeelbuilCingaemits the
commenc
applies.
of anv utilitv constructi on . Condition has been modified for clarity and still
The Park 3'd Addition Final Plat
December 14,2020
Page 9
46. The developer shall submit construction plans indicating that pipe lengths of sanitary sewer
mains are centered over potable water crossings. Condition has been met for The Park Final PIat
and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
47 . Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated' and
constructed in conformance with the city's standard specifications and detail plates. Condition has
been modified for clarity and still applies.
48. Cluster valves located around water main tees shall be installed at a minimum of five feet
from the tees to the valves, where feasible. All valve locations and any other water main
appurtenances shall be reviewed and approved by the Engineering and Public Works departments
prior to issuaaee-ef$uil4ingfffi*i+s the commencement of anv utilitv construction. Condition has
been g!i[g{ for clarity and still applies.
49. All comments and conditions regarding fire appurtenances, spacing, and location set forth by
the Fire department shall be addressed by the applicant. Condition still applies.
50. All newly constructed sewer mains shall be public sewer mains, owned and maintained by
the city, after acceptun"e of the public improvements by the City Council. Condition still applies.
5l . A 30-foot utility easement shall be recorded over the existing public sewer line, within Outlot
A located near the south-central area ofthe preliminary plat, prior to acceptance offinal plat.
Condition no longer aPPlies.
52. All conditions set forth by the MCES for the direct connection and installation ofan access
manhole to their trunk line shall be addressed by the applicant, and all permits required for the
connection and installation of the manhole shall be obtained prior to the commencement of
construction. Condition does not apply for The Park Final Plat or The Park 2ud Addition Final
Plat or The Park 3rd Addition Final Plat.
53. The applicant shall ensure the city's sanitary sewer nomenclature is incorporated in the
construction pians. Condition has been met for The Park Final Plat and The Park 2nd Addition
Final Plat and The Park 3'd Addition Final Plat.
54. Profile sheets for all public utilities, including sanitary sewer, shall be required for review
and approval by the city Prio
construction. Condition has
r to issuaneeelhi.ldingpenni+s commenc of an utilit
been g3!![9g! for clarity and has been met for The Park Final Plat
and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
55. PVC sanitary sewer pipes that will be constructed at a burial depth of 0-16 feet shall be
constructed ofpipe class SDR 35, burial depths of l6-26 feet shall be ofpipe class SDR 26, and
buriat depths of greater than 26 feet shall be of pipe class C900. Condition still applies.
56. Inverts that have a 2O-inch or greater differential shall be supplied inside drops per city
standards and be constructed per the city's Detail Plate No. 2104. Condition still applies.
57. No roadway connection shall be made to Topaz Drive. Condition does not apply for The
Park Final Plat or The Park 2nd Addition Final Plat and The Park 3'd Addition Final Plat.
Engineerin s: New Conditions B ased on Review of The Park Prelim lnan,Plat Revisions
The Park 3'd Addition Final PIat
December 14,2020
Page 10
l. The developer shall underground all overhead utilities fiom the southern property line to the
norrhem property line of the development per City Ordinance Sec. 18-78(12). A $364,400.00 cash
escrow for the construction of this public improvement shall be fumished to the city prior to
recording of final plat. If the public improvement is not completed by January 1, 2023 or upon
commencement of the future Calpin Boulevard Improvement Project, whichever occurs first, the
security will be used by the city for these improvements. Condition no longer applies.
2. Untreated or stormwater from lots not captured and routed to treatment facilities, particularly
in backlots, require a conveyance system to be installed to route storrnwater to treatment basins.
Additional condition does not apply to The Park Final Plat; Condition does apply to The Park
2nd Addition Final Plat and The Park 3"d Addition Final Plat.
3. No sump structures shall be installed in backyard pickups. Additional condition applies.
4. Access routes to storm basins shall have a slope no greater than 3:1. Additional condition
does not appty to The Park Final Plat; condition does apply to The Park 2od Addition Final
Plat and The Park 3'd Addition Final Plat.
5. Access had from Galpin Boulevard to Outlot E shall be abandoned. Additional condition
does not apply to The Park Final Plat or The Park 2nd Addition Final PIat or The Park 3'd
Addition Final Plat.
6. All public sanitary sewer utilities and sanitary sewer services shall have tracer wire installed.
Detail plates and specifications shall be provided to the developer to meet this requirement and shall
be defined in the supplemental provision for The Park Utility and Street Construction Project
Manual. Additional condition applies to The Park Final Plat, however this condition will be
met for all future additions due to updated City Standard Specifications and Detail Plates
2020).
7. All public streets' base course shall utilize an asphalt binder grade of"C" in accordance with
MnDOT asphalt grades (Table 2360-2), plates and cross-section details shall be updated accordingly
Additional condition applies to The Park Final PIat, however this condifion will be met for all
future additions due to updated City Standard Specifications and Detail Plates (2020).
Engineerin New C onditions Based on Review of The Park Final Plat
1.Drivewaysshallbesetback@inesinaccordancesection
2O-1122 of City Ordinances. Condition has been modified for clarity; Condition still applies.
2. All driveways shall be located outside side lot drainage and utility easements. Condition still
applies.
3. A $300 fee per light shall be collected with the development contract for electricity costs for
the first year of operation. Condition still applies.
4. The developer shall coordinate with the Building Department and Public Works Utility
Department to determine which homes shall be required to install pfiyalg pressure reducing valves
prior to the issuance of building permits. Condition has been modified for clarity and still applies.
The Park 3'd Addition Find Plat
December 14,2020
Page I I
5. The contractor shall contact the city inspector for inspection ofall insulated pipe crossings.
Condition still applies.
E New Con ns Based on ien' of The 2nd Addition Fin al Plat
I be in conformance with the
6. On Sheet 1.3, provide a separate, enlarged inset detail ofthe proposed connection to the 24"
DIP water main a1 the intersection of Galpin Boulevard and Hunter Drive/"Paisley Path" that
includes plan and profile views ofthe location ofall existing utilities. Include a note to coordinate
this worli with the Public Works Utility Department and city inspector 48 hours prior to wet tap.
Condition has been met.
7. On Sheet 1.5 of the sanitary sewer and water main plans: DIP tees for risers on "Purple
Parkway" shall be updated to be c900 wyes; the 20' DIP stubbed out of MH 16-078 shall b€ PVC,
also adi note to address proper pipe support (compaction) under influence zone ofpipe. Condition
has been met.
8. For all storm sewer plans: any HDPE pipe shall be called-out as "N-l2" in accordance with
city standard specifications. Condition still appties to The Park 2od Addition and has been met
for The Park 3'd Addition.
l. The final plat shall be updated to include Outlots C & D to be encumbered in their entirety by
a drainage and utility easement. Condition does not apply to The Park 3'd Addition.
2. All plans, specifications, project manuals, and submittals shal
most recent version of city Standard Specifications and Detail Plates
l.c mn.us/436/S .S cifi Detail-Pla Condition does not
apply to The Park 3'd Addition.
3. On Sheet 3 ofthe Grading Plans: The emergency over flow for the low point near station
18+00 along Pearl Drive is routed between Lots 2 and 3, Block 6, the plans shall be updated to show
swale between the lots to direct the EOF towards Basin 300. Condition does not apply to The Park
3rd Addition.
4. On Sheet 4: The emergency overflow locations for the low point near station 4+00 along
Purple Parkway shall be illustrated on updated plans, currently it appears water would overflow
between Lots j and 6, Block 4 on the northeast side ofthe road; grading is proposed on the city's
property where well #3 is located, a temporary construction easement shall be executed prior to
o.r.r""."nt
of grading operations; grading is proposed to impact a MCES utility easement, an
executed agreem.ni *ith MCSS shall be secured and provided to the city prior to commencement of
grading ofirations; the grades on the south side of Lot 2, Block 5 are 2:1 and shall be adjusted to
iraintuin ilop.. no steeper than 3: L Condition does not apply to The Park 3'd Addition.
5. On Sheet 5: An updated erosion control plan shall be submitted that meets the requirements
ofSec. l9-145 of City Ordinances, no grading operations shall commence prior to review and
approval ofthe updaied submittal. Condition does not appty to The Park 3'd Addition.
The Park 3'd Addition Final Plat
December 14,2020
Page 12
6. On Sheet 7: In the "Grading Sequence" notes the minimum topsoil depth shall be adjusted to
6"; in the "General Notes" Item 3 shall be updated to state a copy ofthe grading and erosion control
plans must be on site at all times; Item l0 shall add the requirement of topsoil (6" minimum)
iequired for all permanent turf areas; Item 12 shall indicate the requirement ofa vacuum sweeper
truck is required to clean tracking. Condition does not apply to The Park 3'd Addition.
7. The Utility & Street Construction Plans sheet numbers must be updated to reflect the proper
sequencing ofsheets for clarity, e.g. Sheet l.l of28 does not have a Sheet 28 within the set.
Condition does not apply to The Park 3"d Addition,
8. On Sheet 1.1 ofthe Utility & Street Construction Plans: Provide a separate, enlarged inset
detail ofthe proposed connection to the 14" HDPE water main at the intersection of Galpin
Boulevard and iongacres Drive/"Pearl Drive" that includes plan and profile views of the location of
all existing utilities. The updated plan is required prior to the commencement of any construction
activities in this location, pending review by the city. The newly installed 8" C900 water main shall
be installed with a casing pipe with no bends, any conflicting utilities shall be lowered' Condition
does not apply to The Park 3'd Addition.
g. On Sheet LI: An air release valve and manhole shall be located near the high point ofthe
water main, pending revisions from Condition 8 (above); construction note 5 shall indicate "l" I.P.S.
PE"; the gate valve located near station 5+15 along "Pearl Drive" over the sanitary main shall be
offset 5' io the east; the irrigation service stubbed near station 0+95 along "Pearl Drive" must be PE
and not DIP and shall be l"; ifa larger diameter service line is required, ajustification must be
submitted to the city for review; all water main within 7.5' of catch basins shall be insulated, e.g' at
stations 1+60 and 4+75 along "Pearl Drive"; all hydrants shall be located l0' away from light poles,
e.g. at the intersection of"Pearl Drive" and "Purple Parkway"; on the profile, the future water main
shall be called out as such and the plug should be illustrated for clarity. Condition does not apply to
The Park 3'd Addition.
10. On Sheet 1.2: Lower water main to avoid the conflicts with storm sewer catch basins and to
minimize the required drops/bends/fittings, up to a maximum of 10' below grade water main will be
accepted, pending review and approval; all sanitary sewer shall have a minimum slope of 0.50%, e.g.
pipe runs 6etwee, NAH tO-OSS to l6-094 maintain 0.4070; where "see water main offset detail" is
ull"d ort on plans indicate the page number for clarity. Condition does not apply to The Park 3"d
Addition.
11. On Sheet 1.3: MH 16-084 shall be lowered to maintain a 4%; grade between MH 16-084 and
MH l6-083; water main shall be lowered to avoid conflicts and to maintain a consistent grade past
station 4+00; water and sanitary services to Lot 6, Block 4 and Lot 9, Block 3 shall be adjusted away
fiom catch basins and be insulated if necessary; a gate valve shall be installed near the connection to
the existing C900 off "Purple Parkway" near station 9+75; the note calling out "connection to
existing 8,;DIP" shall be adjusted to 8" c900, for clarity. condition does not apply to The Park
3'd Addition,
12. On Sheet 1.4: The hydrant located between Lots 20 and 21, Block 4 shall be relocated
between Lots 2l and 22, Block 4; water and sanitary services to Lot 4, Block 5 shall be adjusted
The Park 3'd Addition Final Plat
December 14,2020
Page 13
away from catch basin and be insulated if necessary. Condition does not apply to The Park 3'd
Addition.
13. On Sheet 1.5: The submitted temporary traffic control plan indicates the use of MnDOT
Traffic Control Layout 6K-17, however the provided proposal does not adhere to this standard and
must be adjusted accordingly, e.g. the required buffer space is well below the standard; where CL-5
aggregate is called, a note is to be added identifying that the aggregate shall be rolled and compacted
prior to opening the bypass; note 3 shall clearly state this work is to be conducted by the contractor
and/or their subcontractor(s); the scale provided should be updated to a typical engineering scale;
review and approval of the temporary traffic control plan by the county shall be provided to the city
prior to any wLrk on County Road I17. Condition does not apply to The Park 3'd Addition.
14. On Sheet 1.6: Add "Road Work Ahead" sign 600 feet before the "One Lane Road Ahead"
signage; add additional "Flagger Ahead" sign south of Wynsong Lane. Condition does not apply to
The Park 3'd Addition.
15. On Sheet 2.1 : "Storm Sewer Construction Notes" indicate usage ofNeenah casting R-
3067V8 at catch basin low points, however the structure table does not indicate any "VB"
structgres, update accordingly; the formatting under "Storm Stnrcture Table Notes" is not clear, it
appears the notes are all related to water tight structures, if this is the case offsetting the sub-bullets
1e-n; may make this clearer, update accordingly. Condition does not apply to The Park 3'd
Addition.
16. On Sheet 2.2: Ensure all storm sewer conveyance pipe is entirely below road sections. e.g.
between CBMH 426 arld CBMH-425 the pipe would encroach into the road section as the cover
from top ofpipe to proposed grade is 36", adjust storm sewer accordingly; profile shall be updated to
include stationing; FES-433 shall include trash guard; all catch basins throughout the plan set shall
be located perpendicular to each other when on opposing sides ofthe road, e.g. CBMH-431 and
cBMH-43b shLould be updared accordingly. condition does not apply to The Park 3'd Addition.
17. On Sheet 2.3: Update plan view to show entire pipe run as CB-351 on plan view is not
shown. Condition does not apply to The Park 3'd Addition.
18. On Sheet 2.4: CBMH-336 and CBMH-335 should be relocated to achieve a perpendicular
alignment per condition 16 (above). This may be accomplished by locating it near station 1+20 to
uuoid.orfli.t *ith Lot l, Block 2 driveway, furthermore this would allow for a recommended 2'x3'
catch basin rather than a catch basin manhole. Condition does not epply to The Park 3'd Addition.
19. On Sheet 2.6: CBMH-303 shall have a 4-foot sump with SAFL baffle and the detail sheets
shall be updated accordingly; update plans to indicate type ofplug identified east of CBMH-306;
remove trash guard from FES-300. Condition does not apply to The Park 3'd Addition.
20. OnSheet3.l: The pedestrian ramp type called out in the legend (MnDOT 7036F) is a 2004
detail plate and has been discontinued, update accordingly; maintain a l0' separation from
pedestrian ramps and catch basin castings at all times, e.g. in front ofLot 5, Block 6; a sidewalk
detail should be included as typical either on the plan sheets or within the detail sheets and called out
accordingly; construction notes regarding street sign locations and installations should be included,
coordinaiion with Public Works is required; plans shall be updated to incorporate the pedestrian
improvements at the intersection of Longacres Drive and Galpin Boulevard as conditioned upon
apiroval of preliminary plat. Condition does not apply to The Park 3'd Addition'
21. On Sheet3.2: There is a call-out "???" over Lot 8, Block 6, either remove or clarifu'
Condition does not apply to The Park 3'd Addition.
22. On Sheet 3.4: The "eyebrof', or halfcul-de-sac bubble, between stationing 3+00 and 4+00
should be constructed so that the flow line for street drainage is to be maintained 15.5' from
centerline of "Alphabet Street", this is required in order to minimize the amount of street drainage
being routed around the eyebrow and creating a "bird bath" or drainage issues abutting Lot 20,
Block +. Condition does not apply to The Park 3'd Addition.
The Park 3'd Addition Final Plat
December 14,2020
Page 14
E New Cond itions Based on Review of The Park 3'd Addition Final Plat
l. On Sheet 3 of20: The water main shall be lowered sufficiently to avoid bends and the
engineer ofrecord shall consult with city staff to evaluate connection methodologies in an effort to
avoid redundant valves within the newly constructed segment of water main; a third gate valve may
be added to the intersection of Pearl Drive and Visionary Court, pending the consultation with city
staff previously discussed; insulation may be added under the storm crossing and water main near
9+10, pendingthe consultation previously discussed; add to notes/call-outs that existing sanitary
sewer stubs' grades shall be verified.
2. On Sheet 7 of20: Relocate the draintile and/or proposed light pole near 7+25 to maintain at
least 5' separation; provide justification to the downgrading ofreinforced concrete pipe from class 5
to class 4, including segments located under streets; center the storm main between CBMH 370 and
CBMH 3l I within the abutting easements of Lots 6 and 7 Block l.
3. On Sheet 9 of20: illustrate street light called out at intersection ofPearl Drive and Fathers
Song.
4. On Sheet l1 of20: The engineer of record shall consult with city staff regarding the grades
and intersection design ofPearl Drive and Visionary Court; staff has concems regarding the spacing
ofcatch basin in relation to the pedestrian ramp and grades in the area routing surface drainage.
Stormwater C ondit ions & Wetlands
I . Wetland permitting is req uired due to the proximity of and proposed impacts to wetlands on
srte.
permits will not be issued until approved wetland permits have
4g!i[9! for clarity and has been met for The Park Final P
Grading
been received. Condition has been
lat and The Park 2od Addition Final
Plat and The Park 3'd Addition Final Plat.
The Park 3"r Addition Final Plat
December 14,2020
Page 15
2. Wetland review will include ensuring hydrology is maintained to all wetlands to be preserved
as well as review of proposed stormwater impacts. Condition has been met for The Park Final
Plat and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
3. Storm sewer sizing calculations should be provided to confirm storm sewer is sized to
convey the lo-year storm event. Condition has been met for The Park Final Plat and The Park
2trd Addition Final Ptat and The Park 3'd Addition Final Plat.
4. An NPDES permit and accompanying Stormwater Pollution Prevention Plan (SWPPP) will
be required prior to the start of eenstnre+ien gradine. Condition has been 4!![9g! for clarity and
has been mit for The Park Final Plat and The Park 20d Addition Final Plat and The Park 3'd
Addition Final Plat.
5. An operations and maintenance plan for the proposed stormwater management system will
be required irior to approval. Condition has been met for The Park Final Plat and The Park 2id
Addition Final Plat and The Park 3'd Addition Final Plat.
6. provide infiltration test results per MPCA requirements in the location ofeach proposed
infiltration area. Condition has been met for The Park Final Plat and The Park 2od Addition
Final Plat and The Park 3"d Addition Final Plat.
7. All comments and conditions set fo(h by the Riley Purgatory BluffCreek Watershed District
shall be addressed by the applicant. Condition still applies.
8. Show all existing storm sewer and other water resource-related features in plans. Condition
has been met for The Park Final Ptat and The Park 2nd Addition Final Plat and The Park 3'd
Addition Final Plat.
g. Adjust and show all easements over the Metropolitan Council Environmental Services'
sanitary sewer on the preliminary and final plat. Condition has been met for The Park Final Plat
and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat'
10. Clearly indicate what storm sewer will be private and what will be public. All public storm
sewer will be iequired to be shown in profile view. Applicant should confirm there are no conflicts
with the *ut", ,ii, o. .-itary sewer throughout the site. Condition has been met for The Park
Finat plat and The Park 2nd Addition Finat Plat and The Park 3'd Addition Final Plat.
l l. The following comments pertain to all proposed ponds that include an infiltration bench
Basins 100,200 and 300):
Infiltration test results will be required in the location ofall proposed infiltration benches
and infiltration basins. Infiltration test results have not been submitted in the location of
proposed Basin 100. If filtration is to be used, the applicant will need to provide a
speiification for amended soils. Condition does not apply for The Park Final Plat or
The Park 2od Addition Final Ptat or The Park 3'd Addition Final Plat.
a
The Park 3'd Addilion Final Plat
December 14,2020
Page 16
a The exfiltration above the piped outlet elevation should be included in the HydroCAD
model and the exfiltration rate should correspond to what is presented in the infiltration
test results. Condition has been met for The Park Final Plat and The Park 2od
Addition Final Plat and The Park 3'd Addition Final Plat.
The proposed infiltration benches will be required to meet the 48-hour drawdown
requirement. Condition has been met for The Park Final PIat and The Park 2od
Addition Final Plat and The Park 3'd Addition Final Plat.
a
Outlets from the pond should be moved out ofthe permanent pond area and should be
moved away from the inlet to minimize the risk of short circuiting. Condition has been
met for The Park Final Plat and The Park 2,d Addition Final PIat and The Park 3'd
Addition Final Plat.
12. The proposed piped outlet being modeled for Basin 400 is not shown in the plans. Condition
has been met for The Park Final Plai and The Park 2'd Addition Final Plat and The Park 3'd
Addition Final Plat
13. Access routes for all proposed stormwater basins are required for maintenance purposes.
Applicant should call out access locations for all proposed stormwater basins. Condition has been
met for Ttre Park Final Ptat and The Park 2od Addition Final Plat and The Park 3'd Addition
Final Plat.
14. A defined riprap EOF spillway will be required for all stormwater basins per details provided
on Sheet 33. Applicant should include location and elevation ofall EOF spillways on the storm
sewer plans. condition still applied to The Park l't and 2od Additions; condition does not apply
to the Park 3"d Addition.
15. The soit borings provided show that there are clay soils throughout the site. Modeling should
be updated to reflect the D soils present. Condition has been met for The Park Final Plat and The
Park 2nd Addition Final Plat and The Park 3'd Addition Final Plat.
16. Proposed and existing HydroCAD models should be modeling the same area. There is
roughly l2b acres included in the existing conditions model that is not included in the proposed
conditions model. All offsite drainage should be included in the models. Condition has been met
for The park Final Plat and The Park 2od Addition Final Plat\ and The Park 3'd Addition Final
Plet.
17. Existing and proposed conditions drainage area maps should be updated to show the location
and boundarieiofall subcatchments included in the models. Condition has been met for The Park
Final plat and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
18. Time of concentrations should be calculated in HydroCAD and not directly entered to
confirm accuracy. Provide supporting calculations for all directly entered times of concentrations.
Condition has been met for The Park Final Plat and The Park 2ud Addition Final Plat and The
Park 3'd Addition Final Plat.
The Park 3'd Addition Final Plat
December 14,2020
Page 17
only remainin g tnconst stencv to update is the weir in OCS 400 should be c in HvdroC AD
from a four-foot wei r to a five-u,eir. Condition has been 4g[[g! due to updated plans and
nd Addition Final Plat and The Park 3'dhasbeenmetforTheParkFinalPlatandThePark2
Addition Final Plat.
22. The same total area should be modeled in P8 as in HydroCAD. Condition has been met for
The park Final Plat and The Park 2'd Addition Final Plat and The Park 3'd Addition Final
Plat.
23. The model should be run for at least 50 years and should include the most recent
precipitation data included in the precipitation file to get accurate removal efficiencies. Condition
h".
b."o met for The Park Finai Plat and The Park 2'd Addition Final Plat and The Park 3'd
Addition Final PIat.
24. The modeling ofthe proposed stonnwater ponds with filtration benches is inconect and is
overestimating the removal effiiiencies of the basins. The applicant should update the model for the
stormwater basins in the following way:
o The design infiltration rate should be added to the flood pool section of the stormwater
pond devices where applicable. This will model infiltration above the outlet elevation.
the design infiltration rate should match what is being modeled in HydroCAD'
condition has been met for The Park Final Plat and The Park 2nd Addition Final
Plat and The Park 3'd Addition Final Plat.
o The infiltration basins should be removed from the model (except for Device 600i).
Condition has been met for The Park Final Plat and The Park 2nd Addition Final
Plat and The Park 3'd Addition Final Plat.
Applicant should confirm total phosphorus and total suspended solids removal
quir.."nt. are still being met after the model has been updated. Condition has been
19. From the drainage area maps, it appears that P-LU 2-6 (P.E. Edio in the existing model
conesponds to Pond 500P in the proposed conditions model. The modeled storage for the wetland
differi between the existing and proposed conditions models but no wetland impacts are shown on
Sheet 37 for this wetland. Applicant should update the models so that they have the same stotage
modeled for the wetland. Condition has been met for The Park Final Plat and The Park 2'd
Addition Final Ptat and The Park 3'd Addition Final Plat.
20. There is a proposed piped outlet from this wetland that is over four feet lower than the
current natgral spillway outlet. The applicant will be required 1o show that this does not change the
hydrology of the existing wetland as part of the wetland permit requirements. Condition has been
met for the Park Final Plat and The Park 2od Addition Final Plat and The Park 3'd Addition
Final Plat.
21. There ar.e ntunereus ineensisteneies betrveen what is shewn in the Plans en Sheet 35 fer the
The
The Park 3'd Addition Final Plat
December 14,2020
Page I 8
met for The Park Final Plat and The Park 2nd Addition Finat Plat and The Park 3'd
Addition Final Plat.
25. Watersheds 201 and 600 are only modeling the impervious area. The pervious area in these
watersheds should be added to the model. Condition has been met for The Park Final Plat and
The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
26. Watershed 300 in the P8 model has 25%o impervious while the conesponding HydrocAD
subwatershed has 45o/o impervious modeled. Applicant should update the models to be consistent
with one another and representative ofthe plans. Condition has been met for The Park Finel Plat
and The Park 2od Addition Final Ptat and The Park 3'd Addition Final Plat.
27. The total areas listed in the table in Section III.A of the Stormwater Management Plan are
inconsistent with the total area called out in the plans and the total area being modeled. Applicant
should include the entire site in the areas shown in the table. Condition has been met for The Park
Final plat and The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
Zg. Any projects seeking a wetland alteration permit subject to this article will also be required to
submit the-following: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting
the criteria of subseitions 20-41 1(c) and (d). Condition has been met for The Park Final Plat and
The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
29. Sec.20-416. Mitigation. Wetland mitigation shall be undertaken on site. If this is not
feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then
mitigation may ociur outside the subwatershed, elsewhere in the city. If mitigation cannot be
accomplished on site, or if the city deems it necessary to perform mitigation off site, then the
applicant shall be responsible for providing off-site mitigation within the major subwatershed, as
deiignated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state
wetland bank. Condition has been met for The Park Finat Plat and The Park 2od Addition Final
Ptat and The Park 3'd Addition Final PIat.
30. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment
as prescribed by City Code. Condition still applies.
31. If a Wetland Alteration Permit is issued allowing wetland alteration, the following standards
shall be followed: (l) The alteration will not have a net adverse effect on the ecological and
hydrological characteristics of remaining wetland, (2) It shall be located as to minimize the impact
on u"g"Ltion, (3) It shall not adversely change water flow, (4) The size ofthe altered area shall be
limitei to the minimum required for the proposed action, (5) The disposal of any excess material is
prohibited within remaining wetland areas, (6) The disposal ofany excess material shall include
proper erosion control and nutrient retention measures, (7) Alterations to any wetland area are
p.oi,iUit.a during waterfowl breeding season or fish spawning season, unless itis determined by the
city that the wetland is not used for waterfowl breeding or fish spawning, and (8) Alterations to
tlurrd -.* shall be mitigated in accordance with the requirements of this article if the activity
results in a loss of wetland area and/or function and value ofthe wetland. Condition has been met
The Park 3'd Addition Final Plat
December 14,2020
Page 19
for The Park Final Ptat and The Park 2nd Addition Final Plat and The Park 3'd Addition Final
Plat.
32. The alteration shall not alter the hydrological pattems in the remainder ofthe wetland, ifa
portion ofthe wetland remains, unless exempted under Sec. 20-417. Show how hydrologic pattems
will not be altered for the remaining wetlands. Condition has been met for The Park Final Plat
and The Park 2od Addition Final Ptat and The Park 3"d Addition Final Plat.
33. Sec. 20-405. Wetland delineation. An electronic copy ofthe delineated wetland boundaries
must be submitted in a format compatible with the city's GIS database. Condition has been met for
The Park Final Plat and The Park 2nd Addition Final Plat and The Park 3'd Addition Finat
Plat.
34. Sec. 20406. Wetland classification. All wetlands delineated under Sec. 20-405 of this article
that have not been previously classified shall be classified using the results from the Minnesota
Routine Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0), or future
versions. A MnRAM shall be completed by the property owner or applicant for each previously
unclassified wetland. An electronic version of the MnRAM evaluation must be submitted to and
approved by the city to establish the classification ofeach wetland prior to any alteration or impact
toihe wetland. Condition has been met for The Park Final Plat and The Park 2nd Addition
Final PIat and The Park 3'd Addition Final Plat.
35. Staff review will be conditional upon the approved Wetland Replacement Plan. Condition
has been met for The Park Finat Plat and The Park 2nd Addition Final Plat and The Park 3'd
Addition Final Plat.
36. A grading permit cannot be issued until the applicant has completed the WCA process'
Condition has been met for The Park Final Plat and The Park 2od Addition Final Plat and The
Park 3'd Addition Final Plat.
37. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the
wetlands on site. Please indicate wetland bufler widths and locations where signage will be placed
on a plan sheet. Please find additional informati on on signage placement in the city's guidance
document. The WMO provides signs and sign pos ts for the cost of materials. Altemative signs (by
the city or app licant) are also acceptable provided they contain similar information Wetland buffers
and buffer setbacks tto section 20-41 I an d consistent with the preli mlnan plat must be
memoriali zed with a reco rded wetland bu ffer aereement filed with the countv recorder's office.
Condition has been modified from updated plans and still applies'
38. Sec. 19-146. Wetland elements.
Water level fluctuations (peak elevation and duration) for wetlands shall be limited to
two feet and duration not to exceed 48 hours So as to prevent the destruction of wildlife
habitat and wetland vegetation. Condition has been met for The Park Final Plat and
The Park 2od Addition Final Plat and The Park 3'd Addition Final Plat.
The Park 3'd Addition Final Plat
December 14,2020
Page20
a Sedimentation basins or sediment removal devices shall be provided prior to discharge
into wetlands. Condition has been met for The Park Final Plat and The Park 2nd
Addition Final Plat and The Park 3'd Addition Final Plat.
Variable bottom contours should be considered to provide deeper holes and flat shallow
benches. This feature will provide habitat for diversity ofplants and wetland inhabitants
for wetland mitigation sites and stormwater basins. Condition has been met for The
Park Final Plat and The Park 2nd Addition Final Plat and The Park 3'd Addition
Final Plat.
New Storm water and Wetlan d Conditions b ased on the review of The Park Final PIat
l. The storm sewer calculations provided match The Park plans. The storm sewer calculations
for future phases were inconsistent with the storm sewer shown in the preliminary plans. The
applicant ihau
nsure
storm sewer calculations match what is shown in the plans for future
suimittals. Additional condition does not apply for The Park Final PIat and has been met for
The Park 2nd Addition Final Plat and The Park 3'd Addition Final Plat.
3. Storm sewer from CB-241 to CB-240 is missing in the storm sewer calculalions. Additional
condition does not apply for The Park Final Ptat or The Park 2'd Addition Final Plat or The
Park 3'd Addition Final Plat.
2. Where possible, the applicant shall update all storm sewer so the ma,ximum pipe velocity is
I 2 feet per second. If not possible, pipe velocities should not exceed I 5 feet per second per MnDOT
guidance. Additional "
ooditioo
applies for The Park Final Plat and The Park 2od Addition
Final Plat and has been met for The Park 3'd Addition Final Plat,
4. Add pipe and structure callours for storm sewer between CBMH-343 and CBMH-345.
Additional condition does not apply for The Park Finat Plat; Condition has been met for The
Park 2'd Addition Finat Plat, and does not apply for The Park 3'd Addition Final Plat.
5. The 15" outlet pipe from CB-490 should be included in the HydroCAD model to ensure the
pipe does not restrict flow and back up water at the low point. The l9" horizontal orifice should be
routed to the 15" pipe. Condition has been met.
6. The slope of fie outlet pipe from Wetland 12 should be updated in the HydroCAD model to
match what is illustrated on the plans. Condition has been met.
7. For the basins where filtration is proposed, the infiltration in P8 should be routed to the
downstream waterbody instead of out of the system for accuracy. It appears the proposed
stormwater system will still meet water quality requirements after the updates. Condition has been
met.
8. Grading permits will not be issued until a USACE permit for impact to Wetland 14 has been
issued and received by the city. Condition has been met.
The Park 3'd Addition Final Plat
December 14,2020
Page 21
4
3. All trees shall be planted outside of the street right-of-way. This condition still applies
overall and to each addition.
efsgO+rees. This condition has been modified. The applicant shall meet the minimum requirement
of 461 trees for the development. All required trees must meet minimum size requirements for
deciduous and evergreen species' This condition has been met'
5. Buffer plantings shall be added to the east ofthe city well building. Five evergreen trees
shall be planted to the east ofthe well house.
This condition has been met.
6
M This condition has been modified. Any we ll house access
road shall avoid removals of any significant trees in the outlot. No significant oaks may be removed.
This+onditi€o{ti}kpPlie$ This condition does not apply to the 3rd addition'
7. Autumn Blaze maples shall be eliminated from the plant schedule. This condition has been
met with landscape plan dated lll2lll9.
g. Nonhem pin Oak shall be replaced with White, Bur, Red or Bicolor oak species in the plant
schedule. This eenditien still applies everrll ond te eaeh sdditien- This condition has heen met
with landscape plan dated lll2lll9.
g. Additional selections oftree species shall expand the breadth of tree types and take into
consideration soil conditions and future hardiness zone changes. This condition has been met'
10. No tree Genus shall comprise ofmore than 20% ofthe total number oftrees and no tree
species shall comprise of more than l0% of the total number of trees. This4ondi+ioa-s+rlWies
This condition has been met with landscape plan dated 1ll2lll9'
11. The applicant shall revise the plans to show the bluff impact zone on both bluffs and
eliminate grading within these areas. This condition has been met.
12. private lot boundaries shall not encroach into bluff areas. This condition has been met.
Landscapins and Tree Preservation
l. The developer shall conduct a walk-through ofthe grading limits on site prior to removals
with city staff to inipect for opportunities for additional tree preservation. This condition has been
met,
2. Tree preservation fencing shall be installed around existing trees to be saved prior to any
construction;divities and remain installed until completion. This condition still applies overall
and to each addition.
13. Lots with significant tree cover contain conservation easements to protect the wooded areas.
Lots@l53andl54shallhaveprotectiveeasementsoverpartsof
thelotcontainingexistingforest'Specifically,
sea+ndi45, the westerly 200 feet ofLot 154 530, and the easterly 250300 200 feet ofLot 153 5+t.
This condition does not apply to the 3'd
addition.
RIGHT-OF-WAY AND EASEMENTS
There is an existing 20-foot wide Metropolitan Council Environmental Services (MCES) sewer and
utility easement loiated on the property as illustrated on the submitted plans. Generally, the
easement traverses from the northwest comer ofthe property to the southeast corner ofthe property,
bisecting the site diagonally. The applicant is proposing to impact the easement at two locations.
The firsllocation is withinihe northwest comer of the site where grading and construction of "Della
Drive" and Basin 200 are proposed. The second location is to the east of "Visionary Court" where
grading is proposed behind Lots 11-12. The MCES was supplied the applicant's site plans and all
commints and conditions set forth by the MCES shall be addressed by the applicant. An agreement
to construct any of the proposed improvements over the MCES's easement must be executed and
supplied to the city for review prior to the issuance of grading permits. As grading and was
proposed in these easements for The Park 2nd Addition and subsequently approved, these agreements
irave been reached and were provided by the applicant prior to the issuance of grading for the 2nd
Addition.
The applicant is proposing standard drainage and utility easements (D&U's) around the majority of
the lois on the provided pieliminary plat. Additional 2O-foot wide D&U's were provided within the
preliminary plat on Lots 139-153 abutting "Della Drive" and Lots 166-169 abutting Topaz Drive.
ihese ZO-foot wide D&U's are provided for stormwater collection and conveyance systems located
in backyards that fall outside the standard D&U's. Furthermore, 30-foot wide D&U's between Lots
20-21 abutting "Fathers Song" and Lots 5-6 abufting "Paisley Path" have been proposed to provide
access to proposed utilities and the north and south side of Basin 300. Thirty-foot (30-foot) wide
D&U,s between Lots 151-152 abutting "Della Drive" were proposed on the preliminary plat to
provide access to a water main extension to Ruby Lane.
Right-of-way dedication was required along the east side of Galpin Boulevard per Carver County's
rev-iew and ao.nrn"nt. (see "Carver County Developmenl / Access Review Commenls"), the Highway
117 Corridor Study, and the typical roadway sections identified in the county's Draft 2040
Comprehensive ptan. rne corridor Study identifies specific right-of-way needs and the
plat
was
qrri."d to follow and be consistent with the prefened roadway alternative. The right-of-way was
tied into now matches the existing highway right-of-way to the north and south ofthe development'
The final plat proposal for The Park I't and 2nd Additions were reviewed and approved as to form
and content by thi
ourrty
suweyor and city, and after review by the city of the proposed final plat
for The Park, adequate right-of-way has been dedicated.
The applicant will be required to underground all overhead utilities within the development.
Undeiground utilities reduce the risk ofaccidents, such as vehicles colliding with poles and service
The Park 3'd Addition Final PIat
December 14,2020
Page22
The Park 3'd Addition Final Plat
December 14,2020
Page 23
impacts such as storms knocking down limbs on lines. It also improves the overall esthetics of
oid*uy corridors and neighborhoods, which improves and promotes livability'
EXISTING CONDITIONS SURVEY
Water wells and septic fields have been identified on the existing conditions survey. The
abandonment of ali existing wells shall be in accordance with the Minnesota Department of Health's
review and regulations, and the abandonment ofall existing septic systems shall be in accordance
with the Minnisota Pollution Control Agency's review and regulations. All required permits from
the appropriate regulatory agencies shall be obtained prior to the commencement ofany
abandonment(s).
GRADING
The applicant proposed to construct a total ofeight stormwater basins (Basins 100, 200, 300, 400,
500, 600, 800, 900) within and around the development. Through the preliminary grading plan and
grading details, drainage from individual lots will be routed away from buildings into a series of
iatch bisins and HDPE pipe located within drainage and utility easements in backyards. Drainage
from proposed public streets will be collected through catch basins located next to curbs, and routed
to stormwater basins within and around the site. The applicant previously provided an overall
grading plan and a phased grading schedule for the entire subdivision as well as a grading plan for
fn" part Z.o Addition, which included The Park 3'd Addition. Both plans generally conformed to
city ordinances and standards for grading, with minor changes required and made per city staffs
comments. The applicant met all the conditions enumerated with the grading development contract
and mass grading operations associated with The Park 3'd Addition have been completed.
SHORELAND MANAGEMENT
This phase is not in the shoreland management area.
RETAINING WALLS
No retaining walls are being proposed with The Park 3'd Addition.
STREETS
The applicant proposed the construction of nine new streets with the preliminary plat (Della Drive,
Pearl Drive, visionary court, Fathers Song, Alphabet street, Purple Parkway, Paisley Path, Paisley
Cou(, and Rogers Court) and the extension ofone existing street (Lucy Ridge Lane) that shall be
owned and maintained by the city after acceptance ofthe public improvements by the City Council.
All newly constructed street sections shall be designed to meet the current standard specifications
and detail plates for residential streets. These new streets and extensions will result in eight cul-de-
sacs with seven ofthe eight proposed cul-de-sacs meeting current city code and standard
specifications. "Della Drive", a newly constructed street and cul-de-sac in the northem section of
the PUD, exceeds the maximum length for a cul-de-sac per city ordinance; however, it was approved
in the preliminary plat by City Council. Engineering recommended approval of the cul-de-sac as the
topogriphy would require substantial grading and the loss of sigrrificant trees that would alter the
physical character ofthe property and surrounding parcels (Ordinance 18'57.k.2)'
The applicant has supplied a geotechnical evaluation report that was completed by Braun Intertec
corporation on June 29,2018. The report discussed and explored design and construction
recommendations for roadway sections, amongst other topics. The updated plans and updated
geotechnical evaluations provided since the original preliminary plat submittal show adequate boring
information and provide sufficient guidance on the construction of the public streets. However, it
will be required ofthe developer to have a geotechnical engineer onsite during $ading operations.
If groundwater is encountered during grading, grades shall be adjusted to maintain a 3-foot
separation from the bottom floor elevation of proposed buildings. Subsequent changes to grades
shall be submitted to the city for review and approval.
The Park 3'd Addition Final Plat
December 14,2020
Page 24
Street lights have been proposed throughout the development. Street lights will be required at all
intersections and at the end of each cul-de-sac. The developer will need to work with Xcel Energy
on the installation ofcity-approved street tights. A $300 fee shall be collected with the development
contract for each street light for the purpose ofelectricity costs for the first year ofoperation.
WATER
The applicant is proposing to construct 8" PVC C900 water main throughout the development that
shall G owned and maintained by the city after acceptance ofthe public improvements by the City
Council. The development is located between two pressure zones in the city; a high pressure zone
and a low pressure zone. To the west, in the Longacres neighborhood, is a high pressure zone. To
the north and south, in the Ashling Meadows and Royal Oak Estates neighborhoods, respectively,
are low pressure zones. The city has modeled the impact of the development based on the proposed
usage. Il was found that in order to provide adequate pressures and fire flows, water mains shall be
tiedinto the high pressure zone located on Galpin Boulevard. This will result in some areas ofthe
development experiencing pressures above 90 PSI. Therefore, a portion of the homes will likely
require individual private pressure reducing valves. The developer will need to work with the
Building Department and Public Works Utility Department to determine which homes will require
pressure-reducing valves.
The majority ofthe water main to be installed is within the central and southern portion ofthe
development (The Park I't, 2'd and 3'd Additions). The applicant is proposing to create a looped
water system that meets the city's best management practices for water utilities. Looped systems
improve reliability by feeding water from two directions rather than one, which subsequently allows
service to continue during an event that may otherwise cause disruption to water service. The Park
3'd Addition will complete the looped system within this portion of the PUD. Water main
connections were tied into the high zone water system offGalpin Boulevard'
From the proposed preliminary water plans, there are areas where water main, sanitary sewer main,
and storm sewer mains will cross. All crossings of water and sewer utility mains are required to
have 18" ofvertical separation and l0' of horizontal separation, measured from the edge ofpipe.
The Park 3'd Addition Final Plat
December 14,2020
Page 25
Where water mains cross sanitary sewer mains and do not meet vertical or horizontal separation
requirements, the sanitary sewer shall be constructed of C900 water main material. All crossings
shall be required that the sanitary sewer pipe length shall be centered over the water main crossing.
The applicant's engineer shall consult with city staff regarding the vertical alignments ofutilities
within The Park 3.d Addition, along with connection methodologies to potentially reduce redundant
gate valves on the newly construction public utility.
The applicant shall ensure all fire hydrant spacing meets fire codes and are subject to the review and
approval of the Fire Department.
SANITARY SEWER
The applicant is proposing to construct 8" PVC sanitary sewer main throughout the development that
shall G owned and maintained by the city after acceptance ofthe public improvements by the City
Council. The entire PUD's sanitary sewer system will operate as a gravity system and connects to
existing sanitary sewer mains at three locations; Lucy Ridge Lane, a direct connection to the MCES
sanitary sewer trunk line on "Della Drive", and at the Majestic Way extension offof "Paisley Path".
The preliminary plans submitted utilize a nomenclature for identifring proposed manholes that
aligns with the city's. The city provided a list of appropriate manhole identifiers, as well as fire
hydrant identifiers. This will ensure an efficient transition ofthe newly constructed public
improvements into the city's asset management system for sanitary sewer manholes and fire
hydrants. The applicant shall ensure the city's manhole naming conventions supplied are
incorporated within the plans and on all future submittals (e.g. sanitary televising videos).
STOR}IWATER MAI\AGEMENT
General
L The applicant has delineated all wetlands on the property and agencies have approved the
boundaries and trpe.
2. Wetland permitting was required due to the proximity and proposed impacts to wetlands
onsite. Grading permits were issued as all approved wetland permits have been received. See
l{etland Alterarron " of this staff report for more information.
3. An NPDES permit has been obtained by the applicant.
4. An operations and maintenance plan for the proposed stormwater management systems has
been entered into with the Riley Pwgatory Bluff Creek Watershed District (RPBCWD) and the
applicant.
5. All comments and conditions set forth by the RPBCWD shall be addressed by the applicant.
The Park 3'd Addition Final Plat
December 14,2020
Page 26
Preliminarv Plans
lnfiltration test results will be required in the location ofall proposed infiltration benches and
infiltration basins. Infiltration test results have not been submitted in the location of proposed Basin
100. If filtration is to be used, the applicant will need to provide a specification for amended soils.
WETLAND ALTERATION
The preliminary plat plan set showed intent to impact several wetlands on site. A Wetland
Replacement Plan application was submitted to the city and reviewed per the WCA. A Notice of
Deiision and Approval for the wetland Replacement Plan was sent on June 6, 2019. Wetland
mitigation was approved through the purchase of wetland credits with wetlands being replaced at a
ratio of2:1. wetland 14, proposed to be impacted during The Park ("1't Addition"), required a
United States Army Corps of Engineering (USACE) permit as it was determined to be a USACE
jurisdictional wetland. The approved permit was submitted to the city.
Wetland buffers using buffer averaging have been applied to the project. Wetland buffers and buffer
setbacks pursuant to section 20-41I and consistent with the preliminary plat must be memorialized
with a recorded wetland buffer a$eement filed with the county recorder's oftce'
EROSION PREVENTION AND SEDIMENT CONTROL
The proposed development exceeded one (l) acre ofdisturbance and therefore was subjected to the
Geniraf Permit Authorization to Discharge Stormwater Associated with Construction Activity Under
the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit).
The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the
city and has obtained an NPDES Construction Permit for The Park 3'd Addition. An updated erosion
and sediment control plan meeting the requirements of City Ordinance Sec. l9-145 was submitted
for review and was subsequently approved prior to the commencement of grading operations.
Financial Assurance
To guarantee compliance with the plans, and related remedial work, a cash escrow or letter ofcredit,
satiifactory to the city, shall be fumished to the city before a Notice to Proceed is issued for The
park 3'd Addition. The escrow amount shall be $796,107.94, which is I l0% of the estimated costs of
construction for The Park 3'd Addition. The city may use the escrow or draw upon the letter ofcredit
to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or
in implementing the plan. The city shall endeavor to give notice to the owner or developer before
p.o""iding, buisuch notice shall not be required in an emergency as determined by the city. The
r*-""ihull
be maintained until final stabilization and removal of erosion and sediment controls
and acceptance ofdedicated public streets and public utilities.
STORMWATER UTILITY CONNECTION CHARGES
Section 4-30 of City Code sets out the fees associated with surface water management. A water
quality and water quantity fee are collected with a subdivision. These fees are based on land use
gpe and are intended to reflect the fact that the more intense the development type, the greater the
degradation of surface water.
This fee will be applied to the new lots of record being created. It is calculated as shown in the table
below:
S [RI]{CE IVATER,
DEVE-OP\IT.\-T TT-E
ARE\PTR,\CRT] FTI r( Rlr;tla
CR.OSS ARLA s8_190 r 0.02 t7 s 85.084.23
s8.190 t (16.519.84)
NET ARJ:A 8.0759 s 68561.39
The total estimated SWMP Fee is $68,564.39 for the entire subdivision at rates in affect for 2020.
ASSESSMENTS
Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be
assessed at the rate in effect at that time. The remaining partial hookups fees are due with the
building permit.
FEES
Based on the proposal, the following fees would be collected with the development contract if the
final plat were to be recorded in 2020:
Administration Fee: Ifthe improvement costs are between $500,000 and $ 1,000,000, 2% of
the improvement costs. If the improvement costs exceed $1,000,000,2.5% of the first
1,000,000 plus 1.5% ofthe remainder which is equal to S18,279'53.
o Surface Water Management Fee for the entire subdivision at 2020 rates: $68,564.39
A portion of the water hook-up charge: $2,392/wit (@ 3l units = $74'152.00)
A portion ofthe sanitary sewer hook-up charge: $691/unit (@ 3l units = $21,421.00)
GIS fees: $25 for the plat plus $10 per parcel @ 31 units: $335.00
o Final Plat Process (Attorney fee for review and recording ofPlat and DC): $450.00
Street light operating fee for one year: $300 per light @ 5 lights : $ I ,500.00
CONDITIONS OF APPROVAL FOR THE PARK 3Nd ADDITION FINAL PLAT
Plannine
l. All l9l acres must be included in the PUD.
2. All los and homes must be developed consistent with the standards in the Compliance Table.
The Park 3'd Addition Final Plat
December 14,2020
Page27
RICI IT-OF-WA Y t.9158
The Park 3'd Addition Final Plat
December 14,2020
Page 28
Engineerine
1. Any requirements set by the MCES to work within the MCES's sewer and utility easement
shall be addressed by the applicant.
2. Ongoing coordination with the county and city regarding future improvements to Galpin
Boulevard.
3. The developer shall abandon all existing wells and septic fields in accordance with all
federal, state, and local regulatory agency standards, and obtain all necessary permits for said
abandonments. Prior to commencement of abandonment activities, a copy of all required permits
from the appropriate regulatory agencies shall be provided to the city.
4. All newly constructed streets and the extension ofany existing streets shall be public streets,
owned and maintained by the city, after acceptance ofthe public improvements by the City Council.
5. A geotechnical engineer shall be on-site during grading operations. If groundwater is
encountered during grading, grades shall be adjusted to maintain a three foot separation from the
bottom floor elevation and adhering to the recommendations of the soil engineer on site. Changes to
grades shall be submitted to the city for review and approval.
6. All curb ramps shall be constructed to meet ADA standards and the city's Detail Plates
5215-5215D.
7. A detail of the proposed street lights shall be provided prior to the issuance ofbuilding
permits.
8. Street lights within the development shall be owned and maintained by the electric utility
company, be installed at all intersections and at the end ofeach cul-de-sac subject to review and
approval by the city prior to issuance of building permits.
9. All newly constructed water mains shall be public water mains, owned and maintained by the
city, after acceptance ofthe public improvements by the City Council.
10. All utility crossings ofpotable water and sanitary and/or storm mains will require l8 inches
of vertical separation and 10 feet of horizontal separation. The developer shall submit construction
plans with profiles and plan views ofthe utilities for review and approval prior to the
commencement of any utility construction.
11. All utility crossings ofpotable water and sanitary sewer that do not meet vertical separation
requirements will require that the sanitary sewer main at thal crossing be constructed ofPVC C900
water main material. The developer shall submit construction plans indicating material type at these
locations for review and approval ofthe city prior to the commencement ofany utility construction.
12. Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated, and
constructed in conformance with the city's standard specifications and detail plates.
13. Cluster valves located around water main tees shall be installed at a minimum of five feet
fiom the tees to the valves, where feasible. All valve locations and any other water main
appurtenances shall be reviewed and approved by the Engineering and Public Works departments
prior to the commencement of any utility construction.
The Park 3'd Addition Final Plat
December 14,2020
Page29
14. All comments and conditions regarding fire appurtenances, spacing, and location set forth by
the Fire department shall be addressed by the applicant.
15. All newly constructed sewer mains shall be public sewer mains, owned and maintained by
the city, after acceptance ofthe public improvements by the City Council.
16. PVC sanitary sewer pipes that will be constructed at a burial depth of 0-16 feet shall be
constructed ofpipe class SDR 35, burial depths of 16-26 feet shall be of pipe class SDR 26, and
burial depths of greater than 26 feet shall be ofpipe class C900.
17. Inverts that have a 2o-inch or greater differential shall be supplied inside drops per city
standards and be constructed per the city's Detail Plate No. 2104.
18. Untreated or stormwater from lots not captured and routed to treatment facilities, particularly
in backlots, require a conveyance system to be installed to route stormwater to treatment basins.
19. No sump structues shall be installed in backyard pickups.
20. Access routes to storm basins shall have a slope no geater than 3:1.
21. Driveways shall be setback in accordance section 20-l 122 ofCity Ordinances.
22. All driveways shall be located outside side lot drainage and utility easements.
23. A $300 fee per light shall be collected with the development contract for electricity costs for
the first year of operation.
24. The developer shall coordinate with the Building Department and Public Works Utility
Departrnent to determine which homes shall be required to install private pressure reducing valves
prior to the issuance of building permits.
25. The contractor shall contact the city inspector for inspection ofall insulated pipe crossings.
26. On Sheet 3 of20: The water main shall be lowered suffrciently to avoid bends and the
engineer ofrecord shall consult with city staff to evaluate connection methodologies in an effort to
avoid redundant valves within the newly construction segment of water main; a third gate valve may
be added to the intersection of Pearl Drive and Visionary Court, pending the consultation with city
staff previously discussed; insulation may be added under the storm crossing and water main near
9+10, pendingthe consultation previously discussed; add to notes/call-outs that existing sanitary
sewer stubs' grades shall be verified.
27. On Sheet 7 of20: Relocate the draintile and/or proposed light pole near 7+25 to maintain at
least 5' separation; provide justification to the downgrading of reinforced concrete pipe from class 5
to class 4, including segments located under streets; center the storm main between CBMH 370 and
CBMH 3 I I within the abutting easements of Lots 6 and 7 Block I '
28.
Song.
On Sheet 9 of20: illustrate street light called out at intersection ofPearl Drive and Fathers
The Park 3'd Addition Final Plat
December 14,2020
Page 30
29. On Sheet 11 of20: The engineer ofrecord shall consult with city staff regarding the $ades
and intersection design of Pearl Drive and Visionary Court; staff has concerns regarding the spacing
ofcatch basin in relation to the pedestrian ramp and grades in the area routing surface drainage.
Stormwater Condit ions & Wetlands
L All comments and conditions sel forth by the Riley Purgatory Bluff Creek Watershed District
shall be addressed by the applicant.
2. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment
as prescribed by City Code.
3. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the
wetlands on site. Please indicate wetland buffer widths and locations where signage will be placed
on a plan sheet. Please find additional information on signage placement in the city's guidance
document. The WMO provides signs and sign posts for the cost of materials. Altemative signs (by
the city or applicant) are also acceptable provided they contain similar information. Wetland buffers
and buffer setbacks pursuant to section 20-411 and consistent with the preliminary plat must be
memorialized with a recorded wetland buffer agreement filed with the county recorder's office.
Landscapine and Tree Preservation
l. Tree preservation fencing shall be installed around existing trees to be saved prior to any
construction activities and remain installed until completion.
2. All trees shall be planted outside ofthe street right-of-way.
g:\planuolg planning cases\19{l galpin site preliminar} plat and rezoning pud\final plal 3rd addition\taffrepon cc.docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
THE PARK 3rd ADDITION
DEVELOPMENT CONTRACT
Developer Installed Improvements)
i
TABLE OF CONTENTS
SPECIAL PROVISIONS PAGE
1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1
2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1
3. DEVELOPMENT PLANS ............................................................................................ SP-1
4. IMPROVEMENTS ........................................................................................................ SP-2
5. TIME OF PERFORMANCE ......................................................................................... SP-2
6. SECURITY .................................................................................................................... SP-2
7. NOTICE ......................................................................................................................... SP-3
8. OTHER SPECIAL CONDITIONS................................................................................ SP-3
9. GENERAL CONDITIONS ........................................................................................... SP-5
GENERAL CONDITIONS
1. RIGHT TO PROCEED ................................................................................................. GC-1
2. PHASED DEVELOPMENT ........................................................................................ GC-1
3. PRELIMINARY PLAT STATUS ................................................................................ GC-1
4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1
5. IMPROVEMENTS ....................................................................................................... GC-1
6. IRON MONUMENTS .................................................................................................. GC-2
7. LICENSE ...................................................................................................................... GC-2
8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2
8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR
OTHER BUILDING ......................................................................................... GC-2
9. CLEAN UP ................................................................................................................... GC-3
10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3
11. CLAIMS ....................................................................................................................... GC-3
12. PARK DEDICATION .................................................................................................. GC-3
13. LANDSCAPING .......................................................................................................... GC-3
14. WARRANTY ............................................................................................................... GC-4
15. LOT PLANS ................................................................................................................. GC-4
16. EXISTING ASSESSMENTS ....................................................................................... GC-4
17. HOOK-UP CHARGES ................................................................................................. GC-4
18. PUBLIC STREET LIGHTING..................................................................................... GC-4
19. SIGNAGE ..................................................................................................................... GC-5
20. HOUSE PADS .............................................................................................................. GC-5
21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5
22. DEVELOPER'S DEFAULT ......................................................................................... GC-6
22. MISCELLANEOUS
A. Construction Trailers ........................................................................................ GC-6
B. Postal Service .................................................................................................... GC-7
C. Third Parties ...................................................................................................... GC-7
D. Breach of Contract ............................................................................................ GC-7
ii
E. Severability ....................................................................................................... GC-7
F. Building Permits ............................................................................................... GC-7
G. Waivers/Amendments ....................................................................................... GC-7
H. Release .............................................................................................................. GC-7
I. Insurance ........................................................................................................... GC-7
J. Remedies ........................................................................................................... GC-8
K. Assignability ..................................................................................................... GC-8
L. Construction Hours ........................................................................................... GC-8
M. Noise Amplification .......................................................................................... GC-8
N. Access ............................................................................................................... GC-8
O. Street Maintenance............................................................................................ GC-8
P. Storm Sewer Maintenance ................................................................................ GC-9
Q. Soil Treatment Systems .................................................................................... GC-9
R. Variances........................................................................................................... GC-9
S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9
T. Proof of Title ..................................................................................................... GC-9
U. Soil Conditions................................................................................................ GC-10
V. Soil Correction ................................................................................................ GC-10
W. Haul Routes ......................................................................................................... GC-10
X. Development Signs .............................................................................................. GC-10
Y. Construction Plans ............................................................................................... GC-10
Z. As-Built Lot Surveys ........................................................................................... GC-11
SP-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
Developer Installed Improvements)
THE PARK 3rd ADDITION
SPECIAL PROVISIONS
AGREEMENT dated December 14, 2020 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and, U.S. HOME CORPORATION, a Delaware
Corporation, D/B/A LENNAR, (the "Developer" and “Owner”).
1. Request for Plat Approval. The Developer has asked the City to approve a plat for
THE PARK 3rd ADDITION (referred to in this Contract as the "plat"). The land is legally described
on the attached Exhibit "A".
2. Conditions of Plat Approval. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 30 days after the City Council approves the plat.
3. Development Plans. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any
work in the plat. If the plans vary from the written terms of this Contract, the written terms shall
control. The plans are:
Plan A: Final plat approved December 14, 2020, prepared by Pioneer Engineering.
Plan B: Grading, Drainage and Erosion Control Plan dated October 14, 2019, prepared by
Pioneer Engineering.
Plan C: Plans and Specifications for Improvements dated October 18, 2019, prepared by
Pioneer Engineering.
Plan D: Landscape Plan dated November 21, 2019, prepared by Pioneer Engineering.
SP-2
4. Improvements. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Water Drainage System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading/Restoration
H. Underground Utilities (e.g. gas, electric, telephone, CATV)
I. Setting of Lot and Block Monuments
J. Surveying and Staking
K. Landscaping
L. Erosion Control
5. Time of Performance. The Developer shall install all required improvements except
for the wear course on public streets by November 15, 2021. The Developer may, however, request
an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon
updating the security posted by the Developer to reflect cost increases and the extended completion
date.
6. Security. To guarantee compliance with the terms of this Contract, payment of
special assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto,
from a bank acceptable to the City, or cash escrow ("security") for $796,107.94. The amount of the
security was calculated as 110% of the following:
Sanitary Sewer $ 117,047.50
Watermain $ 98,810.00
Storm Sewer, Drainage System, including cleaning and maintenance $ 133,011.60
Streets/Street Lights/Signs $ 315,107.50
Sub-total, Construction Costs $ 663,976.60
Engineering, surveying, and inspection (7% of construction costs) $ 46,478.36
Landscaping (2% of construction costs) $ 13,279.53
Sub-total, Other Costs $ 59,757.89
TOTAL COST OF PUBLIC IMPROVEMENTS $ 723,734.49
SECURITY AMOUNT (110% of 723,734.49) $796,107.94
This breakdown is for historical reference; it is not a restriction on the use of the security. The security
shall be subject to the approval of the City. The City may draw down the security, without notice, for
SP-3
any violation of the terms of this Contract. If the required public improvements are not completed at
least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the
security is drawn down, the draw shall be used to cure the default. With City approval, the security
may be reduced from time to time as financial obligations are paid, but in no case shall the security
be reduced to a point less than 10% of the original amount until (1) all improvements have been
completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the
City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security
is provided, and (6) the public improvements are accepted by the City.
7. Notice. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at
the following address:
Joe Jablonski
U.S. Home Corporation D/B/A Lennar
16305 36th Avenue NE, Suite 600
Plymouth, MN 55446
Phone: 952-249-3014
E-Mail: joe.jablonski@lennar.com
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen
City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952)
227-1100.
8. Other Special Conditions.
A. FEES
1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting,
Developer shall submit to the City fees in effect at the time of recording of final plat. If recorded
in 2020, City fees are estimated to be $184,701.92, as listed below:
Administration fee (based on estimated construction cost of $2,626,114.95, 2.5% for the
first $1,000,000 + 1.5% of the remainder) $ 18,279.53
GIS fee: 57 parcels @ $10/parcel + $25 for the plat $ 335.00
Partial payment of City sewer and water hookup fees:
57 units @ $691/unit (sewer) + $2,392/unit (water) $95,573.00
Street light operating fee: 7 lights @ $300/light $ 1,500.00
Attorney Fee for Review and Recording of Plat and DC $ 450.00
Surface Water Management Fee $68,564.39
Total $184,701.92
SP-4
If the signs must be installed in frost conditions, an additional $250/post must be paid by the
Developer.
B. CONDITIONS OF APPROVAL
Planning
1. All 191 acres must be included in the PUD.
2. All lots and homes must be developed consistent with the standards in the Compliance
Table.
Engineering
1. Any requirements set by the MCES to work within the MCES’s sewer and utility
easement shall be addressed by the applicant.
2. Ongoing coordination with the county and city regarding future improvements to Galpin
Boulevard.
3. The developer shall abandon all existing wells and septic fields in accordance with all
federal, state, and local regulatory agency standards, and obtain all necessary permits for said
abandonments. Prior to commencement of abandonment activities, a copy of all required
permits from the appropriate regulatory agencies shall be provided to the city.
4. All newly constructed streets and the extension of any existing streets shall be public
streets, owned and maintained by the city, after acceptance of the public improvements by the
City Council.
5. A geotechnical engineer shall be on-site during grading operations. If groundwater is
encountered during grading, grades shall be adjusted to maintain a three foot separation from the
bottom floor elevation and adhering to the recommendations of the soil engineer on site.
Changes to grades shall be submitted to the city for review and approval.
6. All curb ramps shall be constructed to meet ADA standards and the city’s Detail Plates
5215-5215D.
7. A detail of the proposed street lights shall be provided prior to the issuance of building
permits.
8. Street lights within the development shall be owned and maintained by the electric utility
company, be installed at all intersections and at the end of each cul-de-sac subject to review and
approval by the city prior to issuance of building permits.
9. All newly constructed water mains shall be public water mains, owned and maintained by
the city, after acceptance of the public improvements by the City Council.
10. All utility crossings of potable water and sanitary and/or storm mains will require 18
inches of vertical separation and 10 feet of horizontal separation. The developer shall submit
SP-5
construction plans with profiles and plan views of the utilities for review and approval prior to
the commencement of any utility construction.
11. All utility crossings of potable water and sanitary sewer that do not meet vertical
separation requirements will require that the sanitary sewer main at that crossing be constructed
of PVC C900 water main material. The developer shall submit construction plans indicating
material type at these locations for review and approval of the city prior to the commencement of
any utility construction.
12. Water mains shall be constructed at a minimum of 7.5 feet below grade, or insulated, and
constructed in conformance with the city’s standard specifications and detail plates.
13. Cluster valves located around water main tees shall be installed at a minimum of five feet
from the tees to the valves, where feasible. All valve locations and any other water main
appurtenances shall be reviewed and approved by the Engineering and Public Works
departments prior to the commencement of any utility construction.
14. All comments and conditions regarding fire appurtenances, spacing, and location set forth
by the Fire department shall be addressed by the applicant.
15. All newly constructed sewer mains shall be public sewer mains, owned and maintained
by the city, after acceptance of the public improvements by the City Council.
16. PVC sanitary sewer pipes that will be constructed at a burial depth of 0-16 feet shall be
constructed of pipe class SDR 35, burial depths of 16-26 feet shall be of pipe class SDR 26, and
burial depths of greater than 26 feet shall be of pipe class C900.
17. Inverts that have a 20-inch or greater differential shall be supplied inside drops per city
standards and be constructed per the city’s Detail Plate No. 2104.
18. Untreated or stormwater from lots not captured and routed to treatment facilities,
particularly in backlots, require a conveyance system to be installed to route stormwater to
treatment basins.
19. No sump structures shall be installed in backyard pickups.
20. Access routes to storm basins shall have a slope no greater than 3:1.
21. Driveways shall be setback in accordance section 20-1122 of City Ordinances.
22. All driveways shall be located outside side lot drainage and utility easements.
23. A $300 fee per light shall be collected with the development contract for electricity costs
for the first year of operation.
24. The developer shall coordinate with the Building Department and Public Works Utility
Department to determine which homes shall be required to install private pressure reducing
valves prior to the issuance of building permits.
25. The contractor shall contact the city inspector for inspection of all insulated pipe
crossings.
SP-6
26. On Sheet 3 of 20: The water main shall be lowered sufficiently to avoid bends and the
engineer of record shall consult with city staff to evaluate connection methodologies in an effort
to avoid redundant valves within the newly construction segment of water main; a third gate
valve may be added to the intersection of Pearl Drive and Visionary Court, pending the
consultation with city staff previously discussed; insulation may be added under the storm
crossing and water main near 9+10, pending the consultation previously discussed; add to
notes/call-outs that existing sanitary sewer stubs’ grades shall be verified.
27. On Sheet 7 of 20: Relocate the draintile and/or proposed light pole near 7+25 to maintain
at least 5’ separation; provide justification to the downgrading of reinforced concrete pipe from
class 5 to class 4, including segments located under streets; center the storm main between
CBMH 370 and CBMH 311 within the abutting easements of Lots 6 and 7 Block 1.
28. On Sheet 9 of 20: illustrate street light called out at intersection of Pearl Drive and
Fathers Song.
29. On Sheet 11 of 20: The engineer of record shall consult with city staff regarding the
grades and intersection design of Pearl Drive and Visionary Court; staff has concerns regarding
the spacing of catch basin in relation to the pedestrian ramp and grades in the area routing
surface drainage.
Stormwater Conditions & Wetlands
1. All comments and conditions set forth by the Riley Purgatory Bluff Creek Watershed
District shall be addressed by the applicant.
2. Stormwater runoff shall not be discharged into wetlands without water quality
pretreatment as prescribed by City Code.
3. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to
the wetlands on site. Please indicate wetland buffer widths and locations where signage will be
placed on a plan sheet. Please find additional information on signage placement in the city’s
guidance document. The WMO provides signs and sign posts for the cost of materials.
Alternative signs (by the city or applicant) are also acceptable provided they contain similar
information. Wetland buffers and buffer setbacks pursuant to section 20-411 and consistent with
the preliminary plat must be memorialized with a recorded wetland buffer agreement filed with
the county recorder’s office.
Landscaping and Tree Preservation
1. Tree preservation fencing shall be installed around existing trees to be saved prior to any
construction activities and remain installed until completion.
1. All trees shall be planted outside of the street right-of-way.
SP-7
9. General Conditions. The general conditions of this Contract are attached as Exhibit
B" and incorporated herein.
SP-8
CITY OF CHANHASSEN
BY:
Elise Ryan, Mayor
SEAL)
AND:
Heather Johnston, Interim City Manager
STATE OF MINNESOTA)
ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of ,
2021, by Elise Ryan, Mayor, and by Heather Johnston, Interim City Manager, of the City of
Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the
authority granted by its City Council.
NOTARY PUBLIC
SP-9
U.S. HOME CORPORATION D/B/A/ LENNAR:
BY:
Jonathan Aune, Vice President
STATE OF MINNESOTA )
ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
2021, by Jonathan Aune, Vice President of U.S. Home Corporation, a Delaware Corporation, D/B/A
Lennar, on behalf of the company.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
952) 227-1100
208738v2
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
Outlot B, THE PARK 2nd ADDITION, according to the recorded plat thereof, Carver County,
Minnesota.
208738v2
MORTGAGE HOLDER CONSENT
TO
DEVELOPMENT CONTRACT
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Development Contract, agrees that the Development Contract shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this day of , 20 .
STATE OF MINNESOTA )
ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20___, by .
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
952) 227-1100
208738v2
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Chanhassen
7700 Market Boulevard, Box 147
Chanhassen, Minnesota 55317
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________,
2______, of (Name of Bank) ";
b) Be signed by the Mayor or City Manager of the City of Chanhassen.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2______.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank
delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this
Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S.
Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen
City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is
actually received by the City Manager at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw
may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
BY: ____________________________________
Its ______________________________
208738v2
GC-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
Developer Installed Improvements)
EXHIBIT "B"
GENERAL CONDITIONS
1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public
or private improvements, or any buildings until all the following conditions have been satisfied: 1)
this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary
security and fees have been received by the City, 3) the plat has been recorded with the County
Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City
Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer
may proceed.
2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this
Contract and the breach has not been remedied. Development of subsequent phases may not proceed
until Development Contracts for such phases are approved by the City. Park charges and area charges
for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat
that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such
charges will be calculated and imposed when the outlots are final platted into lots and blocks.
3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted
into lots and blocks, not outlots, within two (2) years after preliminary plat approval.
4. Changes in Official Controls. For two (2) years from the date of this Contract, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law the City may require compliance with any
amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements
enacted after the date of this Contract.
5. Improvements. The improvements specified in the Special Provisions of this
Contract shall be installed in accordance with City standards, ordinances, and plans and specifications
which have been prepared and signed by a competent registered professional engineer furnished to
the City and approved by the City Engineer. The Developer shall obtain all necessary permits from
the Metropolitan Council Environmental Services and other pertinent agencies before proceeding
with construction. The City will, at the Developer's expense, have one or more construction inspectors
208738v2
GC-2
and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a
qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be
submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector
to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the
construction is being performed to an acceptable level of quality in accordance with the engineer's
design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually
agreeable time at the City Council chambers with all parties concerned, including the City staff, to
review the program for the construction work.
6. Iron Monuments. Before the security for the completion of utilities is released, all
monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1.
The Developer's surveyor shall submit a written notice to the City certifying that the monuments have
been installed.
7. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with plat development.
8. Site Erosion and Sediment Control. Before the site is rough graded, and before any
utility construction is commenced or building permits are issued, the erosion and sediment control
plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose
additional erosion and sediment control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall
be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall
be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that
time is of the essence in controlling erosion and sediment transport. If the Developer does not comply
with the erosion and sediment control plan and schedule of supplementary instructions received from
the City, the City may take such action as it deems appropriate to control erosion and sediment
transport at the Developer's expense. The City will endeavor to notify the Developer in advance of
any proposed action, but failure of the City to do so will not affect the Developer's and City's rights
or obligations hereunder. No development will be allowed and no building permits will be issued
unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and
sediment control needs to be maintained until vegetative cover has been restored, even if construction
has been completed and accepted. After the site has been stabilized to where, in the opinion of the
City, there is no longer a need for erosion and sediment control, the City will authorize the removal
of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and
dispose of the erosion and sediment control measures.
8a. Erosion Control During Construction of a Dwelling or Other Building. Before a
building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash
escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City
Code § 7-22.
208738v2
GC-3
9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily
clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that
has resulted from construction work by the Developer, its agents or assigns.
10. Acceptance and Ownership of Improvements. Upon completion and acceptance
by the City of the work and construction required by this Contract, the improvements lying within
public easements shall become City property. After completion of the improvements, a representative
of the contractor, and a representative of the Developer's engineer will make a final inspection of the
work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be
satisfied that all work is satisfactorily completed in accordance with the approved plans and
specifications and the Developer and his engineer shall submit a written statement to the City
Engineer certifying that the project has been completed in accordance with the approved plans and
specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the
public improvements shall be by City Council resolution.
11. Claims. In the event that the City receives claims from laborers, materialmen, or
others that work required by this Contract has been performed, the sums due them have not been paid,
and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted
with the City, and if the claims are not resolved at least ninety (90) days before the security required
by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon
the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with
the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from
any further proceedings as it pertains to the letters of credit deposited with the District Court, except
that the Court shall retain jurisdiction to determine attorneys' fees.
12. Park Dedication. The Developer shall pay full park dedication fees in conjunction
with the installation of the plat improvements. The park dedication fees shall be the current amount
in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council
resolutions.
13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless
otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The
minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled
and burlapped. The trees may not be planted in the boulevard (area between curb and property line).
In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the
Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a
minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas
of the lot. If these improvements are not in place at the time a certificate of occupancy is requested,
a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City.
These conditions must then be complied with within two (2) months after the certificate of occupancy
issued, except that if the certificate of occupancy is issued between October 1 through May 1 these
conditions must be complied with by the following July 1st. Upon expiration of the time period,
inspections will be conducted by City staff to verify satisfactory completion of all conditions. City
staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the
escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be
208738v2
GC-4
returned. If the requirements are not satisfied, the City may use the security to satisfy the
requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant
to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances.
These requirements supplement, but do not replace, specific landscaping conditions that may have
been required by the City Council for project approval.
14. Warranty. The Developer warrants all improvements required to be constructed by
it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit
either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit
for twenty-five percent (25%) of the amount of the original cost of the improvements.
A. The required warranty period for materials and workmanship for the utility contractor
installing public sewer and water mains shall be two (2) years from the date of final written City
acceptance of the work.
B. The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2)
years from the date of final written acceptance.
C. The required warranty period for sod, trees, and landscaping is one full growing
season following acceptance by the City.
15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage,
Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for
review and approval by the City Engineer. Each plan shall assure that drainage is maintained away
from buildings and that tree removal is consistent with development plans and City Ordinance.
16. Existing Assessments. Any existing assessments against the plat will be re-spread
against the plat in accordance with City standards.
17. Hook-up Charges. . At the time of final plat approval the Developer shall pay
30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot
in the plat in the amount specified in Special Provision, Paragraph 8, of this Development
Contract. The balance of the hook-up charges is collected at the time building permits are issued
are based on 70% of the rates then in effect, unless a written request is made to assess the costs
over a four year term at the rates in effect at time of application.
18. Public Street Lighting. The Developer shall have installed and pay for public street
lights in accordance with City standards. The public street lights shall be accepted for City ownership
and maintenance at the same time that the public street is accepted for ownership and maintenance.
A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City
signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in
the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street
light for twenty (20) months.
208738v2
GC-5
19. Signage. All street signs, traffic signs, and wetland monumentation required by the
City as a part of the plat shall be furnished and installed by the City at the sole expense of the
Developer.
20. House Pads. The Developer shall promptly furnish the City "as-built" plans
indicating the amount, type and limits of fill on any house pad location.
21. Responsibility for Costs.
A. The Developer shall pay an administrative fee in conjunction with the installation
of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such
as review of construction documents, preparation of the Development Contract, monitoring
construction progress, processing pay requests, processing security reductions, and final acceptance
of improvements. This fee does not cover the City's cost for construction inspections. The fee shall
be calculated as follows:
i) if the cost of the construction of public improvements is less than $500,000,
three percent (3%) of construction costs;
ii) if the cost of the construction of public improvements is between $500,000 and
1,000,000, three percent (3%) of construction costs for the first $500,000 and
two percent (2%) of construction costs over $500,000;
iii) if the cost of the construction of public improvements is over $1,000,000, two
and one-half percent (2½%) of construction costs for the first $1,000,000 and
one and one-half percent (1½%) of construction costs over $1,000,000.
Before the City signs the final plat, the Developer shall deposit with the City a fee based upon
construction estimates. After construction is completed, the final fee shall be determined based upon
actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special
Provisions.
B. In addition to the administrative fee, the Developer shall reimburse the City for all
costs incurred by the City for providing construction and erosion and sediment control inspections.
This cost will be periodically billed directly to the Developer based on the actual progress of the
construction. Payment shall be due in accordance with Article 21E of this Agreement.
C. The Developer shall hold the City and its officers and employees harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers and employees
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attorneys' fees.
D. In addition to the administrative fee, the Developer shall reimburse the City for
costs incurred in the enforcement of this Contract, including engineering and attorneys' fees.
208738v2
GC-6
E. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all plat development work and construction, including but not limited to the issuance
of building permits for lots which the Developer may or may not have sold, until the bills are paid in
full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year.
F. In addition to the charges and special assessments referred to herein, other charges
and special assessments may be imposed such as, but not limited to, sewer availability charges
SAC"), City water connection charges, City sewer connection charges, and building permit fees.
G. Private Utilities. The Developer shall have installed and pay for the installation of
electrical, natural gas, telephone, and cable television service in conjunction with the overall
development improvements. These services shall be provided in accordance with each of the
respective franchise agreements held with the City.
H. The Developer shall pay the City a fee established by City Council resolution,
to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting
the plat and record drawings into an electronic format. Record drawings must be submitted within
four months of final acceptance of public utilities. All digital information submitted to the City shall
be in the Carver County Coordinate system.
22. Developer's Default. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a license
for the City to act, and it shall not be necessary for the City to seek a Court order for permission to
enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
23. Miscellaneous.
A. Construction Trailers. Placement of on-site construction trailers and temporary job
site offices shall be approved by the City Engineer as a part of the pre-construction meeting for
installation of public improvements. Trailers shall be removed from the subject property within thirty
30) days following the acceptance of the public improvements unless otherwise approved by the City
Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal
service in accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this
Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City
shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this
Contract or for allowing deviations from it.
D. Breach of Contract. Breach of the terms of this Contract by the Developer shall
be grounds for denial of building permits, including lots sold to third parties. The City may also issue
208738v2
GC-7
a stop work order halting all plat development until the breach has been cured and the City has
received satisfactory assurance that the breach will not reoccur.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Building Permits. Building permits will not be issued in the plat until sanitary
sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the
streets needed for access have been paved with a bituminous surface and the site graded and
revegetated in accordance with Plan B of the development plans.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a
waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council. The City's
failure to promptly take legal action to enforce this Contract shall not be a waiver or release.
H. Release. This Contract shall run with the land and may be recorded against the
title to the property . After the Developer has completed the work required of it under this Contract,
at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the
issuance of such a certificate, individual lot owners may make as written request for a certificate
applicable to an individual lot allowing a minimum of ten (10) days for processing.
I. Insurance. Developer shall take out and maintain until six (6) months after the City
has accepted the public improvements, public liability and property damage insurance covering
personal injury, including death, and claims for property damage which may arise out of Developer's
work or the work of its subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for
each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a
combination single limit policy of $1,000,000 or more. The City shall be named as an additional
insured on the policy, and the Developer shall file with the City a certificate evidencing coverage
prior to the City signing the plat. The certificate shall provide that the City must be given ten (10)
days advance written notice of the cancellation of the insurance. The certificate may not contain any
disclaimer for failure to give the required notice.
J. Remedies. Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy, expressed or implied, now or
hereafter arising, available to City, at law or in equity, or under any other agreement, and each and
every right, power and remedy herein set forth or otherwise so existing may be exercised from time
to time as often and in such order as may be deemed expedient by the City and shall not be a waiver
of the right to exercise at any time thereafter any other right, power or remedy.
K. Assignability. The Developer may not assign this Contract without the written
permission of the City Council. The Developer's obligation hereunder shall continue in full force and
effect even if the Developer sells one or more lots, the entire plat, or any part of it.
208738v2
GC-8
L. Construction Hours. Construction hours, including pick-up and deliveries of
material and equipment and the operation of any internal combustion engine, may only occur
from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such
activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors,
agents and supplies to comply with these requirements and the Contractor is responsible for their
failure to do so. Under emergency conditions, this limitation may be waived by the written consent
of the City Engineer. If construction occurs outside of the permitted construction hours,
the Contractor shall pay the following administrative penalties:
First violation $ 500.00
Second violation $ 1,000.00
Third & subsequent violations All site development and construction must
cease for seven (7) calendar days
M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and
similar devices is prohibited in conjunction with the construction of homes, buildings, and the
improvements required under this contract. The administrative penalty for violation of construction
hours shall also apply to violation of the provisions in this paragraph.
N. Access. All access to the plat prior to the City accepting the roadway
improvements shall be the responsibility of the Developer regardless if the City has issued building
permits or occupancy permits for lots within the plat.
O. Street Maintenance. The Developer shall be responsible for all street maintenance
until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer
when hazards develop in streets to prevent the public from traveling on same and directing attention
to detours. If streets become impassable, the City may order that such streets shall be barricaded and
closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage.
The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance
of the streets. The City shall have complete discretion to approve or reject the request. The City shall
not be responsible for reshaping or damage to the street base or utilities because of snow plowing
operations. The provision of City snow plowing service does not constitute final acceptance of the
streets by the City.
P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and
maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales)
within the plat and the adjacent off-site storm sewer system that receives storm water from the plat.
The Developer shall follow all instructions it receives from the City concerning the cleaning and
maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end
two (2) years after the public street and storm drainage improvements in the plat have been accepted
by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special
provisions of this contract, will be held by the City for the duration of the 2-year maintenance period.
Q. Soil Treatment Systems. If soil treatment systems are required, the Developer
shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the platting process for each lot. This shall be
208738v2
GC-9
done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render
them as unacceptable and replacement sites will need to be located for each violated site in order to
obtain a building permit.
R. Variances. By approving the plat, the Developer represents that all lots in the plat
are buildable without the need for variances from the City's ordinances.
S. Compliance with Laws, Ordinances, and Regulations. In the development of the
plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District(s);
5. Metropolitan Government, its agencies, departments and commissions.
T. Proof of Title. Upon request, the Developer shall furnish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to
enter into this Development Contract.
U. Soil Conditions. The Developer acknowledges that the City makes no
representations or warranties as to the condition of the soils on the property or its fitness for
construction of the improvements or any other purpose for which the Developer may make use of
such property. The Developer further agrees that it will indemnify, defend, and hold harmless the
City, its governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or
pollutants were caused to be there by the City.
V. Soil Correction. The Developer shall be responsible for soil correction work on
the property. The City makes no representation to the Developer concerning the nature of suitability
of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have
no fill material a soils report from a qualified soils engineer is not required unless the City's building
inspection department determines from observation that there may be a soils problem. On lots with
fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report
from a qualified soils engineer shall be provided before the City issues a building permit for the lot.
On lots with fill material that have been custom graded, a satisfactory soils report from a qualified
soils engineer shall be provided before the City inspects the foundation for a building on the lot.
W. Haul Routes. The Developer, the Developer’s contractors or subcontractors
must submit proposed haul routes for the import or export of soil, construction material,
construction equipment or construction debris, or any other purpose. All haul routes must be
approved by the City Engineer
X. Development Signs. The Developer shall post a six foot by eight foot
development sign in accordance with City Detail Plate No. 5313 at each entrance to the project.
The sign shall be in place before construction of the required improvements commences and shall
208738v2
GC-10
be removed when the required improvements are completed, except for the final lift of asphalt on
streets. The signs shall contain the following information: project name, name of Developer,
Developer’s telephone number and designated contact person, allowed construction hours.
Y. Construction Plans. Upon final plat approval, the Developer shall provide the
City with two complete sets of full-size construction plans and four sets of 11”x17” reduced
construction plan sets and three sets of specifications. Within four months after the completion of
the utility improvements and base course pavement and before the security is released, the Developer
shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2)
two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets,
4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all
utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in
both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital
file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities
installed, including the per lineal foot bid price. The Developer is required to submit the final plat in
electronic format.
Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to
the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and
dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before
the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive
to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and
the as-built escrow withheld until all work is complete.
Rev. 3/31/06
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division – 7700 Market Boulevard
Mailing Address – P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1100 / Fax: (952) 227-1110
APPLICATION FOR DEVELOPMENT REVIEW
Submittal Date: PC Date: CC Date: 60-Day Review Date:
Section 1: Application Type (check all that apply)
Refer to the appropriate Application Checklist for required submittal information that must accompany this application)
Comprehensive Plan Amendment ......................... $600
Minor MUSA line for failing on-site sewers ..... $100
Conditional Use Permit (CUP)
Single-Family Residence ................................ $325
All Others......................................................... $425
Interim Use Permit (IUP)
In conjunction with Single-Family Residence .. $325
All Others......................................................... $425
Rezoning (REZ)
Planned Unit Development (PUD) .................. $750
Minor Amendment to existing PUD ................. $100
All Others......................................................... $500
Sign Plan Review ................................................... $150
Site Plan Review (SPR)
Administrative .................................................. $100
Commercial/Industrial Districts* ...................... $500
Plus $10 per 1,000 square feet of building area:
thousand square feet)
Include number of existing employees: __________
Include number of new employees: __________
Residential Districts ......................................... $500
Plus $5 per dwelling unit (_____ units)
Subdivision (SUB)
Create 3 lots or less ........................................ $300
Create over 3 lots ....................... $600 + $15 per lot
lots)
Metes & Bounds (2 lots) .................................. $300
Consolidate Lots .............................................. $150
Lot Line Adjustment ......................................... $150
Final Plat .......................................................... $700
Includes $450 escrow for attorney costs)*
Additional escrow m ay be required for other applications
through the development contract.
Vacation of Easements/Right-of-way (VAC) ........ $300 (
Additional recording fees may apply)
Variance (VAR) .................................................... $200
Wetland Alteration Permit (WAP)
Single-Family Residence ............................... $150
All Others ....................................................... $275
Zoning Appeal ...................................................... $100
Zoning Ordinance Amendment (ZOA) ................. $500
NOTE: When multiple applications are processed concurrently,
the appropriate fee shall be charged for each application.
Notification Sign (City to install and remove) ...................................................................................................................... $200
Property Owners’ List within 500’ (City to generate after pre-application meeting) .................................................. $3 per address
addresses)
Escrow for Recording Documents (check all that apply) ....................................................................... $50 per document
Interim Use Permit
Variance
Site Plan Agreement
Wetland Alteration Permit
Deeds
Conditional Use Permit
Vacation
Metes & Bounds Subdivision (3 docs.) Easements (____ easements)
TOTAL FEE:
Section 2: Required Information
Description of Proposal:
Property Address or Location:
Parcel #: Legal Description:
Total Acreage: Wetlands Present? Yes No
Present Zoning: Requested Zoning:
Present Land Use Designation: Requested Land Use Designation:
Existing Use of Property:
Check box if separate narrative is attached.
Section 3: Property Owner and Applicant Information
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Signature: Date:
PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Signature: Date:
PROJECT ENGINEER (if applicable)
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Section 4: Notification Information
Who should receive copies of staff reports? *Other Contact Information:
Property Owner Via: Email Mailed Paper Copy Name:
Applicant Via: Email Mailed Paper Copy Address:
Engineer Via: Email Mailed Paper Copy City/State/Zip:
Other* Via: Email Mailed Paper Copy Email:
This application must be completed in full and must be accompanied by all information and plans required by
applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist
and confer with the Planning Department to determine the specific ordinance and applicable procedural
requirements and fees.
A determination of completeness of the application shall be made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your
device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital
copy to the city for processing.
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
WETLAND 6
WETLAND 1
WETLAND 1
WETLAND 11
WETLAND 13
WETLAND 14
WETLAND 12
BASIN 400 BASIN 300
BASIN600BASIN800
BASIN 500
BASIN 900
03-ENG-118100-SHEET-COVER
1COVER
LOCATION MAP
STORM SEWERCONSTRUCTIONSTORMSCHEDULE
SANITARY SEWER & WATERMAIN
CONSTRUCTION
LEGENDSHEETCOVERSHEETSHEETINDEX1.
2.
3-5.
6.
7-8.
THE PARK 3RD ADDITION
UTILITY & STREET CONSTRUCTION PLAN
CHANHASSEN, MINNESOTA
R
STREETCONSTRUCTION9-12.
DETAILS13-20.
STREET & UTILITY EROSIONCONTROL21.
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-LGND
2LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
2ND ADDITION3RD ADDITION3RD A D DI TI
O N 2ND A D DI TI
O N 3RD AD D I T I
O N 2ND AD D I T I
O N I hereby certify that this plan was
prepared by me or under my direct supervision and
that I am a duly Licensed
Professional Engineer under the laws of the State
of
Minnesotac20OFTHEPARK
3RD ADDITION
CHANHASSEN,
MINNESOTA LENNAR 16305 36TH
AVENUE NORTH 10-
18-19
PJC/BNM
PDS/
BNM Name Reg.
No.
Date Revisions 1. 01-08-20 City
Comments
Date
Designed Drawn 2019 Pioneer Engineering,
P.A.Mendota Heights,
MN 55120 2422 Enterprise Drive (651)
681-1914Fax: 681-9488www.
pioneereng.comLANDSCAPEARCHITECTSLANDSURVEYORSLAND
PLANNERSCIVIL ENGINEERS 10-
18-2019 Paul
J. Cherne PLYMOUTH,
MINNESOTA 55446 I hereby certify that this plan was
prepared by me or under my direct supervision and
that I am a duly Licensed
Professional Surveyor under the laws of the State of Minnesota 4229912-
05-201819860 03-ENG-118100-
SHEET-SSWR 3SANITARY
SEWER &
WATERMAIN CONSTRUCTION
03-ENG-118100-SHEET-SSWR
4SANITARYSEWER & WATERMAIN
CONSTRUCTION
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA 55446
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Surveyor
under the laws of the State of Minnesota 42299 12-05-201819860
VISIONARY COURT
3RD
ADDITION
2NDADDITION
3RD
A
D
DITIO
N
2N
D
A
D
DITIO
N
03-ENG-118100-SHEET-SSWR
5SANITARYSEWER & WATERMAIN
CONSTRUCTION
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA 55446
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Surveyor
under the laws of the State of Minnesota 42299 12-05-201819860
FATHERS SONG
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-STRM-SCHD
6STORMSCHEDULE
2ND ADDITION3RD ADDITIONI hereby certify that this plan was
prepared by me or under my direct supervision and
that I am a duly Licensed
Professional Engineer under the laws of the State
of
Minnesotac20OFTHEPARK
3RD ADDITION
CHANHASSEN,
MINNESOTA LENNAR 16305 36TH
AVENUE NORTH 10-
18-19
PJC/BNM
PDS/
BNM Name Reg.
No.
Date Revisions 1. 01-08-20 City
Comments
Date
Designed Drawn 2019 Pioneer Engineering,
P.A.Mendota Heights,
MN 55120 2422 Enterprise Drive (651)
681-1914Fax: 681-9488www.
pioneereng.comLANDSCAPEARCHITECTSLANDSURVEYORSLAND
PLANNERSCIVIL ENGINEERS 10-
18-2019 Paul
J. ChernePLYMOUTH,
MINNESOTA 5544619860 03-ENG-118100-
SHEET-STRM 7STORM
3RD
ADDITION3RD ADDITION2ND ADDITION.III 03-
ENG-118100-SHEET-
STRM 8STORM SEWER CONSTRUCTION I hereby certify that this
plan was prepared by me or under my direct
supervision and that I am a
duly Licensed Professional Engineer under the laws of
the
StateofMinnesotac
20OFTHE PARK
3RD
ADDITION CHANHASSEN, MINNESOTA LENNAR
16305 36TH AVENUE
NORTH 10-
18-19
PJC/
BNM PDS/BNM
Name
Reg. No.Date Revisions 1. 01-08-
20
City
Comments Date Designed Drawn 2019
Pioneer Engineering, P.A.
Mendota Heights, MN 55120 2422 Enterprise
Drive (651) 681-1914 Fax:
681-9488www.pioneereng.comLANDSCAPE
ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL
ENGINEERS 10-18-
2019 PaulJ.
2ND ADDITION3RD ADDITION3RD A D DI TI
O N 2ND A D DI TI
O N 3RD AD DI TI
O N 2ND AD D I T I
O N I hereby certify that this plan was
prepared by me or under my direct supervision and
that I am a duly Licensed
Professional Engineer under the laws of the State
of
Minnesotac20OFTHEPARK
3RD ADDITION
CHANHASSEN,
MINNESOTA LENNAR 16305 36TH
AVENUE NORTH 10-
18-19
PJC/BNM
PDS/
BNM Name Reg.
No.
Date Revisions 1. 01-08-20 City
Comments
Date
Designed Drawn 2019 Pioneer Engineering,
P.A.Mendota Heights,
MN 55120 2422 Enterprise Drive (651)
681-1914Fax: 681-9488www.
pioneereng.comLANDSCAPEARCHITECTSLANDSURVEYORSLAND
PLANNERSCIVIL ENGINEERS 10-
18-2019 Paul
J. ChernePLYMOUTH,
MINNESOTA 5544619860 03-ENG-118100-
SHEET-ROAD
9STREET CONSTRUCTION
3RDADDITION
2ND
ADDITION
3RD
A
D
DITIO
N
2N
D
A
D
DITIO
N
03-ENG-118100-SHEET-ROAD
10STREETCONSTRUCTION
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
VISIONARY COURT FATHERS SONG
03-ENG-118100-SHEET-ROAD
11INTERSECTIONDETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
PEARL DRIVE AND VISIONARY COURT PEARL DRIVE AND FATHERS SONG
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
12DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
13DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
14DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
15DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
16DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
17DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
18DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-DTLS
19DETAILS
WETLAND 6
BASIN600BASIN800
LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
20OFTHEPARK3RDADDITION
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-18-19
PJC/BNM
PDS/BNM
Name
Reg. No.Date
Revisions
1. 01-08-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-18-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
03-ENG-118100-SHEET-EROS-UTIL
20STREET & UTILITY EROSION CONTROL
WETLAND 6
WETLAND 1
WETLAND 1
WETLAND 11
WETLAND 13
WETLAND 14
WETLAND 12
BASIN 400
BASIN 300
BASIN600BASIN800
BASIN 500
BASIN 900
2ND ADDITION
3RD ADDITION
OUTLOT A
OUTLOT A
OUTLOTBOUTLOT
COUTLOT D02-ENG-118100-SHEET-GRAD-
COVR
1COVER LOCATION
MAPSEEDINGPLANEROSIONCONTROLPLANGRADINGPLANLEGENDSHEETCOVERSHEETSHEET
INDEX1.
2.3-
4.
5.
6.THE PARK PHASE 2
GRADING GRADING & EROSION CONTROL
PLAN CHANHASSEN,
MINNESOTA Know what's
below.before youdig.
Call
R GRADING & EROSIONCONTROLDETAILS7-
8.I hereby certify that this plan was prepared
by me or under my direct supervision and that
I am a duly Licensed Professional
Engineer under the laws of the State of
Minnesota
c8OFTHEPARKPHASE2
GRADING CHANHASSEN,
MINNESOTA
LENNAR 16305 36TH AVENUE
NORTH 10-14-
2019 PJC/
BNM MSN/
MPC
Name Reg. No.
Date
Revisions 1. 02-03-20 City Comments
Date
Designed
Drawn 2019 Pioneer Engineering, P.
A.Mendota Heights, MN
55120 2422 Enterprise Drive (651) 681-
1914 Fax: 681-9488www.pioneereng.
comLANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVIL
ENGINEERS 10-14-
2019 Paul J.
Cherne PLYMOUTH, MINNESOTA
5544619860 2. 03-12-20CityComments3. 05-27-20ClientComments4. 10-06-20 Basin
02-ENG-118100-SHEET-LGND
2LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
8OFTHEPARKPHASE2GRADING
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-14-2019
PJC/BNM
MSN/MPC
Name
Reg. No.Date
Revisions
1. 02-03-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-14-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
2. 03-12-20 City Comments
02-ENG-118100-SHEET-GRAD
3GRADINGPLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
8OFTHEPARKPHASE2GRADING
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-14-2019
PJC/BNM
MSN/MPC
Name
Reg. No.Date
Revisions
1. 02-03-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-14-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
2. 03-12-20 CityComments3. 05-27-20 Client Comments
OUTLOT A
OUTLOTBOUTLOT
COUTLOT D02-ENG-118100-SHEET-
GRAD4GRADING
PLAN I hereby certify that this plan was prepared
by me or under my direct supervision and that
I am a duly Licensed Professional
Engineer under the laws of the State of
Minnesota
c8OFTHEPARKPHASE2
GRADING CHANHASSEN,
MINNESOTA
LENNAR 16305 36TH AVENUE
NORTH 10-14-
2019 PJC/
BNM MSN/
MPC
Name Reg. No.
Date
Revisions 1. 02-03-20 City Comments
Date
Designed
Drawn 2019 Pioneer Engineering, P.
A.Mendota Heights, MN
55120 2422 Enterprise Drive (651) 681-
1914 Fax: 681-9488www.pioneereng.
comLANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVIL
ENGINEERS 10-14-
2019 Paul J.
Cherne PLYMOUTH, MINNESOTA
5544619860 2. 03-12-20CityComments3. 05-27-20ClientComments4. 10-06-20 Basin
WETLAND 6
WETLAND 1
WETLAND 1
WETLAND 11
BASIN 400
BASIN 300
BASIN600BASIN800
BASIN 500
OUTLOT A
OUTLOT A
OUTLOTBOUTLOT
COUTLOT
DLEGEND 02-ENG-118100-SHEET-
EROS5EROSIONCONTROL
PLAN I hereby certify that this plan was prepared
by me or under my direct supervision and that
I am a duly Licensed Professional
Engineer under the laws of the State of
Minnesota
c8OFTHEPARKPHASE2
GRADING CHANHASSEN,
MINNESOTA
LENNAR 16305 36TH AVENUE
NORTH 10-14-
2019 PJC/
BNM MSN/
MPC
Name Reg. No.
DateRevisions1. 02-03-20 City Comments
Date
Designed
Drawn 2019 Pioneer Engineering, P.
A.Mendota Heights, MN
55120 2422 Enterprise Drive (651) 681-
1914 Fax: 681-9488www.pioneereng.
comLANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVIL
ENGINEERS 10-14-
2019 Paul J.
Cherne PLYMOUTH, MINNESOTA
5544619860 2. 03-12-20CityComments3. 05-27-20 Client
WETLAND 6
WETLAND 1
WETLAND 1
WETLAND 11
BASIN 400
BASIN 300
BASIN600BASIN800
BASIN 500
OUTLOT A
OUTLOT A
OUTLOTBOUTLOT
COUTLOT D·02-ENG-118100-
SHEET-SEED
6SEEDING PLAN I hereby certify that this plan was
prepared by me or under my direct supervision and
that I am a duly Licensed
Professional Engineer under the laws of the State
of
Minnesotac8OFTHEPARKPHASE
2 GRADING
CHANHASSEN,
MINNESOTA LENNAR 16305 36TH
AVENUE NORTH 10-
14-2019
PJC/BNM
MSN/
MPC Name Reg.
No.
Date Revisions 1. 02-03-20 City
Comments
Date
Designed Drawn 2019 Pioneer Engineering,
P.A.Mendota Heights,
MN 55120 2422 Enterprise Drive (651)
681-1914Fax: 681-9488www.
pioneereng.comLANDSCAPEARCHITECTSLANDSURVEYORSLAND
PLANNERSCIVIL ENGINEERS 10-
14-2019 Paul
J. ChernePLYMOUTH,
MINNESOTA 5544619860 2. 03-12-20CityComments3. 05-27-20
02-ENG-118100-SHEET-GRAD-DTLS
7GRADINGDETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
8OFTHEPARKPHASE2GRADING
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-14-2019
PJC/BNM
MSN/MPC
Name
Reg. No.Date
Revisions
1. 02-03-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-14-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
2. 03-12-20 City Comments
02-ENG-118100-SHEET-GRAD-DTLS
8GRADINGDETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
8OFTHEPARKPHASE2GRADING
CHANHASSEN, MINNESOTA
LENNAR
16305 36TH AVENUE NORTH
10-14-2019
PJC/BNM
MSN/MPC
Name
Reg. No.Date
Revisions
1. 02-03-20 City Comments Date
Designed
Drawn
2019 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPEARCHITECTSLANDSURVEYORSLANDPLANNERSCIVILENGINEERS
10-14-2019
Paul J. Cherne
PLYMOUTH, MINNESOTA5544619860
2. 03-12-20 City Comments