HomeMy WebLinkAbout15.A.3. Final Plat of Glacier Estates-Res. No. 6312
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CITY OF SHAKOPEE
Memorandum
CASELOG NO.: 05-105
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: Mark Noble, Planner I
SUBJECT: Final Plat of Glacier Estates
MEETING DATE: October 4, 2005
REVIEW PERIOD: August 26, 2005 - December 23, 2005
DISCUSSION
Pavek Family Investments (College City Homes) has submitted an application for final plat
approval of Glacier Estates, proposed for property north of Eagle Creek Blvd., west of County
Road 18, and east of Hilldale Drive. The plat, as currently proposed, contemplates the
construction of 49 single family homes on 16.49 acres, with right-of-way proposed for 5.82
acres, approximately one acre dedicated for park and an outlot of 12.62 acres that
encompasses the wetland area.
Joe Swentek, Project Engineer, submitted a memorandum that includes a number of
conditions, provided this application is approved. That memo is attached for Council's
review and the conditions have been incorporated into the draft resolution.
Mark Themig, Parks, Recreation, and Facilities Manager, provided a memorandum
recommending approval with conditions. That memo is attached for Council's review and the
conditions have been incorporated into the draft resolution. He noted that consistent with the
preliminary plat, the Parks and Recreation Advisory Board's recommendations have been
incorporated into the final plat that provides a combination ofland, cash, and park dedication
credit for developing the parks. He also noted that the City has worked with the applicant to
determine the final trail alignments as required in the preliminary plat. At this time, it appears
that making a trail connection to the Riverside Fields trail is possible by following the
proposed alignment on the east side of the site. In addition, the applicant has shown a trail
alignment from Portage Lane to connecHo the park. Finally, the City is requiring a trail
easement between Lots 11 and 12, Block 2. Although the trail will probably not be
constructed at this time, the easement will allow the city to install the trail in the future,
should that be desired.
The applicant, City, and Scott County Public Works have been working on agreements
pertaining to access to CR 16, both with the main access and the secondary emergency access.
Conditions that relate to these issues have been incorporated into the draft resolution.
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Shakopee Public Utilities Commission (SPUC) provided comments that have been
incorporated into the draft resolution. One specific condition is that an 18" trunk water main
shall be installed within this project in the County Road .16 (CR 16) right-of-way/adjacent
utilities easement, with SPUC paying oversizing per policy, from the existing water main
located at the northwest comer ofCRI8/CRI6 westbound to the west edge of the plat
(includes across the parcel identified by property identification number (PID) 27-9130620. A
second connection to the existing system shall be made beyond the north end ofthe plat along
CR 18.
Tom Pitschneider, Fire Inspector, commented that the street name for Garden Well Court
shall be changed and approved by the City, and that temporary street signs shall be installed.
Jim Grampre, Building Official, commented that if approved, temporary street signage shall be
posted prior to building permits approval.
AL TERNATIVES
1. Approve Resolution No. 6312, a resolution approving the final plat of Glacier Estates, as
presented.
2. Approve Resolution No. 6312, a resolution approving the final plat of Glacier Estates,
with revisions.
3. Direct staff to prepare a resolution of denial ofthe final plat for Glacier Estates.
4. Table a decision and request additional information from staff and/or the applicant.
STAFF RECOMMENDATION
Staff recommends Alternative No.1, approve the final plat of Glacier Estates as presented.
ACTION REQUESTED
Offer a motion to approve Resolution No. 6312, a resolution approving the final plat of
Glacier Estates as presented, and move its adoption.
2
RESOLUTION NO. 6312
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE
FINAL PLAT OF GLACIER ESTATES
WHEREAS, Pavek Family Investments Corporation (College City Homes), applicant
and property owner, have made application for final plat approval of Glacier Estates; and
WHEREAS, the subject properties are legally described as:
See attached legal, Attachment #1
WHEREAS, the Shakopee Planning Commission conducted public hearings on the
preliminary plat on June 23,2005, July 21,2005 and August 4,2005; and
WHEREAS, all required public notices regarding the public hearing were posted and
sent; and
WHEREAS, the Shakopee Planning Commission has recommended approval of the
requested preliminary plat; and
WHEREAS, the City Council approved the preliminary plat request at its meeting of
August 16,2005.
WHEREAS, the City Council reviewed the final plat request at its meeting of October 4,
2005.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF SHAKOPEE, MINNESOTA, as follows:
I. The following procedural actions must be completed prior to the recording of
the Final Plat:
A. Approval of title by the City Attorney.
B. Execution of a Develqpers Agreement, which shall include provisions for
security for public improvements within the Final Plat, as well as payment
of engineering review fees, and any other fees as required by the City's
adopted fee schedule.
1. Street lighting to be installed in accordance with the requirements
of the Shakopee Public Utilities Commission and Scott County.
2. Electrical system to be installed in accordance with the
requirements of the Shakopee Public Utilities Commission.
3. Water system to be installed in accordance with the requirements of
the Shakopee Public Utilities Commission.
4. Installatic)l1 gf s,Wlitary ~eWrr ~pd storm sewer systems, and
construction of streets in accordance with the requirements ofthe
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Design Criteria and Standard Specifications of the City of
Shakopee.
5. The developer shall be responsible for payment of Trunk Storm
Water Charges, Trunk Storm Water Storage and Treatment
Charges, and Trunk Sanitary Sewer Charges, as required by the
most current City of Shakopee Fee Schedule.
6. No public improvements shall be constructed until the City
Engineer and the Shakopee Public Utility Commission approve the
Final Construction Plans and Specifications.
7. The applicant shall obtain an NPDESpermit prior to any land
disturbing activity. A copy of this permit shall be provided to the
City.
8. Any work with the County right-of-way shall require a permit.
9. The applicant shall obtain the necessary Scott County
permits/approvals (access, right-of-way, drainage, etc.).
C. The street name for Garden Well Court shall be changed and approved by
the City. Addresses shall be provided to the Shakopee Fire Inspector for
review and approval.
D. The developer shall provide connecting watermains consistent with
SPUC's requirements.
E. Provide electronic (Auto CAD) files ofthe Final Plat and all record
drawings to the engineering department.
F. The applicant shall obtain the appropriate Wetland Conservation Act
(WCA) permits and approvals for all proposed wetland impacts prior to
grading within these areas.
G. The applicant shall obtain the appropriate U.S. Army Corps of Engineers
permits and approvals for all proposed wetland impacts prior to grading
within these areas.
H. The applicant shall obtain the appropriate permits for all structures to be
removed from the site and/or demolished.
1.' The applicant shall obtain a NPDES permit prior to any land disturbing
activity. A copy of this permit shall be provided to the City.
J. The applicant shall work with the City of Shakopee to provide one (1)
trunk sanitary sewer extension to the southeast and one (1) trunk sanitary
sewer extension to the South.
K. The applicant shall work with the City of Shakopee to provide an
acceptable design of a maintenance trail/access to the proposed storm water
basin.
L. The applicant shall obtain the necessary right-of-way and/or easements to
perform all proposed work offsite.
M. In the event a septic system and/or a well is encountered on the site, the
applicant shall contact the Scott County Environmental Health Department
for their requirements concerning the removal and/or capping ofthe septic
system and/or well.
N. Additional right-of-way, in the form of equidistant chamfers twenty-five
(25) feet in dimension, shall be provided at the intersections with County
Road 16 (Eagle Creek Boulevard).
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O. Easements shall be shown on the Final Plat as approved by the City
Engineer. They shall include, but not be limited to, the following:
1. Minimum drainage and utility easements for sanitary sewer and storm
sewer in non-paved areas shall be provided at a one to one ratio,
depth versus width, plus four (4) feet. The easements shall be
centered along the utility alignment.
2. Provide a minimum of ten (10) feet of drainage and utility easement
along the interior of all outlots.
3. Provide a minimum of twenty-eight (28) feet of drainage and utility
easement, centered on the proposed storm sewer, between Lot 11 and
Lot 12 of Block 2.
P. Simultaneous to the recording of the Final Plat, a deed restriction shall be
recorded on all property lines as designated by the City of Shakopee.
Q. The applicant shall provide the required documentation and/or drawings
that address, to the City's satisfaction, all comments noted in the
September 28, 2005 letter from Todd Hubmer and Ted Witkowski, WSB &
Associates, Inc.
R. The applicant shall meet park dedication requirements by providing a total
of .99 acres as an outlot shown on the final plat.
S. The remaining park dedication requirements shall be met by providing a
cash contribution in the amount of $112,349. The applicant shall provide
security to the city in the full amount ofthe required cash contribution prior
to recording the final plat.
T. The wetland complex shall be provided to the city as an outlot and
incorporated into the city's park and open space system.
U. Trail easements shall be provided for trail segments on Lots 10 and 11,
Block 4; Lots 17, 18, and 19, Block 2; and Lots 11 and 12, Block 2.
V. The developer shall provide an easement and/or an agreement with the City
and/or Scott County concerning the Portage Lane access and the temporary
emergency access along the east property line of Lot 6, Block 3 to County
Road 16.
II. Following approval and recording of the Final Plat, the following conditions
shall apply;
A. Building construction, sewer, water service, fire protection and access will
be reviewed for code compliance at the time of building permit
application(s).
B. Noise issues along the County roadways may arise as traffic levels increase
in the area. The developer and/or their assigns shall be responsible for any
required or desired noise mitigation measures.
C. The developer shall implement the use of Best Management Practices for
erosion control and stormwater management during construction.
D. The applicant must meet the City's Woodland Management Ordinance
requirements.
E. The developer shall utilize the MPCA Protecting Water Quality in Urban
Areas as a technical reference for erosion control.
F. An 18" trunk water main shall be installed within this project in the County
Road 16 (CR 16) right-of-way/adjacent utilities easement, with SPUC
paying oversizing per policy, from the existing water main located at the
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northwest comer ofCRI8/CR16 westbound to the west edge of the plat
(includes across the parcel identified by property identification number
(PID) 27-9130620.
G. A second connection to the existing water main system shall be made
beyond the north end ofthe plat along CR 18.
H. The applicant shall provide an emergency service vehicle access to County
Road 16, consistent with theShakopee Fire Inspector's requirements.
I. Temporary street signs shall be posted prior to building permits approval.
J. The developer shall install tree protection fence prior to mass.grading. No
grading should occur within the drip line or Critical Root Zone of protected
trees.
K. The developer shall adhere to the Minnesota Local/StatefFederal
Application Form for projects within the development area, dated June 30,
2005 and any following revisions to the application. This includes, but is
not limited to, the management, maintenance, monitoring, and performance
standards included in the permit narrative extended to 10 years.
L. The developer shall work with City Staff to establish a buffer width and
install buffer signage provided by the City.
M. The developer shall provide a 25 foot buffer from the wetland delineation
line. The grading to create the storm water management pond, install
utilities, and create the trail would be exempt from this requirement.
N. The proposed storm pond be seeded with a native wetland seed mixture
and erosion control blanket be placed four feet either side of the normal
water level and around outlets to prevent erosion and sediment deposits
into the wetland mitigation sites and enhancement areas.
O. The applicant shall work with staffto design and construct the park as part
ofthe construction ofthe development. Construction costs shall be credited
toward the applicant's cash contribution requirement.
P. Sidewalks and trails shall be constructed as proposed in Blocks 2 and 4.
Q. The applicant shall install park, open space, and trail boundary signage as
determined to be needed by the city. The city shall provide the signage, and
the applicant shall provide the posts and installation of the signage.
R. The developer/builder shall provide placement of at least one overstory
deciduous tree in the front yard of each lot.
S. The developer/builder shall provide sod placement in the front yard of each
lot and seed or sod in the side and rear yards, consistent with the City
requirements.
T. The developer/builder shall provide placement of 6" of topsoil on each lot.
The soil composition should be similar to the MnDOT topsoil borrow
requirements.
U. The deve10per/builder shall provide rain sensors for any irrigation system.
V. No landscaping, ponding, berming, or signage shall be permitted within the
County right-of-way.
W. Any change in drainage entering the County right-of-way requires detailed
stormwater calculations to be submitted to the County Engineer for review
and approval.
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X. The applicant shall continue to work with the City and Scott County to
determine a trail connection to the Riverside Fields trail, and design!
develop the trail alignment.
Y. The applicant shall provide a trail connection from the park area to Portage
Lane, at a location approved by the city.
Z. Connecting sidewalks should be provided throughout the development.
AA. In the park area, the developer shall:
1. Fine grade the site, picking rocks and dirt clumps %" and greater in
SIze.
2. Provide a finished grade that is approved by the city as suitable for
park use.
3. Ensure a minimum of 6" of topsoil.
4. Apply a grass seed mixture "Pro Turf Lawn Mix" at a rate of 60
pounds per acre that meets the following criteria:
Item %of Minimum Purity
Mix Germination
Alene Kentucky 30 90 95
Bluegrass
Denim Kentucky 30 90 95
Bluegrass
Secretariat 20 90 99
Perennial Rye .
Mardigras 20 90 99
Perennial Rye
Adopted in session of the City Council of the City of Shakopee, Minnesota,
held this _ day of , 2005.
Mayor of the City of Shakopee
ATTEST:
City Clerk
7
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AG
~ N _ Subject Property
W.E
SHAKOPEE ""..... Shak:opee Boundary
COMMUNJ1YI'RIDSSlNCIl1S57 s c:J Zoning Boundary
c:J Par.cel Boundary
Final Plat of Glacier Estates
City of Shakopee
Memorandum
TO: Mark Noble, Planner I
FROM: Joe Swentek, Project Engineer
SUBJECT: Final Plat - Glacier Estates Addition
PID NO.: 27-913066-0,27-913060-1,27-913069-0
CASE NO.: 05105
DATE: September 29, 2005
The application indicates a request for Final Plat approval of a single-family (RI-B) residential
development located in the southeastern portion of the City of Shakopee. It is located northwest
of the intersection between the West leg of County Road 16 (Eagle Creek Boulevard) and County
Road 18.
The engineering department has completed its review and offers the following comments at this
time for the applicant and for the planning department:
General Comments
1. Execution of a Developer's Agreement, which shall include provisions for security for
public improvements within the Final Plat and the engineering review fees.
2. Payment of Trunk Sanitary Sewer Charges shall be made, as required by the most current
City of Shakopee Fee Schedule.
3. Payment of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment
Charges shall be made, as required by the most current City of Shakopee Fee Schedule.
4. No public improvements shall be constructed until the City Engineer and the Shakopee
Public Utilities Commission (SPUC) approves the Final Construction Plans and
Specifications.
5. Provide electronic (Auto CAD) files ofthe Final Plat to the engineering department.
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6. The applicant shall obtain the necessary right-of-way and/or easements to perfonn all
proposed work offsite.
7. The applicant shall obtain the necessary Scott County permits/approvals (access, right-of-
way, drainage, etc.).
8. In the event a septic system and/or a well is encountered on the site, the applicant shall
contact the Scott County Environmental Health Department for their requirements
concerning the removal and/or capping of the septic system and/or well.
9. The applicant shall obtain the appropriate Wetland Conservation Act (WCA) permits and
approvals for all proposed wetland impacts prior to grading within these areas.
10. The applicant shall obtain the appropriate U.S. Army Corps of Engineers permits and
approvals for all proposed wetland impacts prior to grading within these areas.
11. The applicant shall obtain a NPDES permit prior to any land disturbing activity. A copy
ofthis permit shall be provided to the City.
12. The applicant shall work with the City of Shakopee to provide an acceptable design of a
maintenance trail/access to the proposed storm water basin.
13. The applicant shall work with the City of Shakopee to provide one (1) trunk sanitary
sewer extension to the southeast and one (1) trunk sanitary sewer extension to the South.
Preliminary Plat
1. Additional right-of-way, in the form of equidistant chamfers twenty-five (25) feet in
dimension, shall be provided at the intersections with County Road 16 (Eagle Creek
Boulevard).
2. Easements shall be shown on the Final Plat as approved by the City Engineer. They shall
include, but not be limited to, the following:
. Minimum drainage and utility easements for sanitary sewer and storm sewer in non-
paved areas shall be provided at a one to one ratio, depth versus width, plus four (4)
feet. The easements shall be centered along the utility alignment.
. Provide a minimum often (10) feet of drainage and utility easement along the interior
of all outlots.
. Provide a minimum of twenty-eight (28) feet of drainage and utility easement,
centered on the proposed stofIl1 sewer, between Lot 11 and Lot 12 of Block 2.
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3. Simultaneous to the recording of the Final Plat, a deed restriction shall be recorded on all
property lines as designated by the City of Shakopee.
Storm Water Manaeement Plan Review
Please see the attached memo from Todd Hubmer and Ted Witkowski ofWSB & Associates,
Inc. dated September 28,2005.
Recommendation
Engineering staff recommends approval of the Final Plat subject to the conditions above being
addressed by the applicant prior to recording ofthe Final Plat.
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.WSB
'.
& Associates, Inc. Inf~astructure I En~ineering I Planning I Construction 701 Xenia Avenue South
Suite 300
Memorandtlm Minneapolis, MN 55416
Tel: 763.541.4800
Fax: 763-541-1700
To: Bruce Loney, P.E., City of Shakopee
Joe Swelttek, City of Shakopee
Curt Kallio, Kallio Engineering
-or
From: TaddE. Hubmer, P.E. 1,JJ...
Ted Witkowski, Engineering Specit:zlist 4'-.ufL
Date: September 28, 2005
Re: pian Reviewfor .GlacierEstates Addition.
City of Sltakopee, MN
WSB Project No. 1281-85
We have reviewed the Storm Water Management Plan and Construction Plans for the Glacier
Estates Development within the City of Shakopee. The documents provided by Kallio
Engineering, LLC, for review included the following:
1. Storm Water Management and Calculations for Glacier Estates - dated May 9,2005,
revised September. 14, 2005. .
2. Glacier Estates Construct~on Plans - dated August 24,2005.
The Glacier Estates addition was previously reviewed on June 13, 2005.. Most of the preyious
review comrtlents have been.addresseq. by this submittal. The comments and items not addressed
in this submittal will be included as part of this review. Based on review of the documents.
provided, we offer the following comments and observations for your consideration:
Storm Water Calculations
1. The SCS curve numbers used in the hydrologic calculations were adjusted from Type
"B" to Type "A" hydrologic soils. Our review of the soil types identified on the existing
conditions drainage area map indicate that they are classified as ~Type "B" hydrologic
soils in the Minnesota Hydrology Guide. The re-classifi.cation of these soils in the
analysis results in a significant reduction of nmoff tributary to the site. Though site
observations may indicate reduced flows, these observations have not been made with
monitoring equipment or under frozen ground conditions. Therefore, it is requested that
Type "B" hydrologic soils continue to be used in determining tributary flows.
2. The water quality treatment volume calculations indicate that 1.46 acre-feet of penn anent
pool volume should be provided by the proposed treatment pond. The permanent pool
volume calculations show that 0.98 acre-feet of deadpool storage volume is being
Minneapolis !j St. Cloud
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Mr. Bruce Loney
September 28, 2005
Page 2
provided. The treatment pond does not provide the required deadpool volume to meet the
NURP Criterion identified in the City's storm water management plan.
3. The proposed condition storm water modeling for the storm sewer crossing CSAH~16
from Pond.3 does not correspond to the proposed storm sewer system from FES~3 to .
CBMH-12A in the construction plan. The storm water model input should be revised to
correspond with the proposed construction plans.
4. The Pond 2 outlet structure description in the storm water model does not correspond to
the proposed skimmer structure detail in the construction plans. The outlet structure in
the storm water model should be revised to correspond with the proposed skimme~
structure on Sheet 8 of the construction plans.
5. The 60 minute time of concentration for SubcatchInent 3, and the 90 minute time at
concentration for Sub catchment 6 do not appear reasonable based on the slopes within
the drainage areas. The time of concentrations for these sub catchments should be .
calculated using the lag curve number method and Type "B" soil curve numbers to
determine the 1 00- year flow rates tributary to the CSAH -16 culverts.
6. The hydrologic curve number and time of concentration for Subcatcbment 5 should be
revised to reflect Type "B" hydrologic soils. The 90-minute time of concentration should
be changed to reflect the lag curve number methodology.
Storm.Sewer Desi2n Calculations
. 1. The tributary areas in the storm sewer design calculations do not correspond with the
drainage area mapping. The following structures and mapping areas should be verified
and corrected, CBMH-12A, CBMH-12, CBMH-14A, CBMH-14, CB.-16.
2. The drainage area tributary to CBlYIH-13 should be shown on the storm drainage area
map.
3. The stann sewer pipe design should include the entire 10- year event flow from the
sub catchments and not assume any bypass to the next structures. It appears that the total
pipe flow calculations only include the intercepted flow at the inlets to the piping system.
The pipe design should include the totallO-year event runoff to each inlet for verification
with the full flow pipe capacity.
4. The runoff calculations for the subcatchments should include a column that accumulates
the sum of the runoff coefficients and area product to verify that the actual runoff rates
for the 10-year event are being calculated. The time of concentration totals within the
runoff calculations do not correspond with the intensities for the total time of
concentration. It is requested that the actual intensity column being utilized to calculate
the total flow in the system be illustr-ated in the runoff calculations.
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Mr. Bruce Loney
September 28, 2005
Page 3
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5. The storm sewer system pipe velocities for CBMH-7, CBMH-6, and CBMH-2 appear to
be. inaccurate. The pipe velocities should be calculated based on the system slopes and
full-flow discharge rates. The pipe velocities appear to use a percentage of the flow
capacity to obtain the pipe velocities for the total system. The pipe velocity formula
should be revised or an added calcula,tion to the design sheet should be provided.
6. The downstream 100-year storm sewer structure ID's in the pipe deslgn do not
correspond to the construction plans. The structure identifications downstream of
CBMH-2, CBMH-IO, CB-I7A, CB-I6, CB-19, CB-17B, CBMH-6A, and CB-7a should
be verified. The pipe diameter from CB-3A to CHMH-3 should correspond with the
construction plans. The co.nstruction plans indicate a IS-inch diameter pipe will be used
and the design indicates that an 18-inch diameter pipe is proposed. Please verify and
. correct.
Construction Plan Review
1. The directional offset .from the road centerline ''RT -L T"should be identified in the storm
sewer system profiles. The offset distance from centerline should also be indicated in the
storm sewer profile data.
2. The station and offsets to stmctures located in rear yards and outside of the proposed
right-of-ways should be illustrated in the profile data for the stonn sewer.
Sheet 2
1. The storm sewer pipe diameter in the profile at station 18+05 at Portage Lane should be
verified. It appears that the pipe diameter should be a 30-inch RCP based .on the design
calculations.
Sheet 3
1. The existing 24-inch CMF is proposed. to be extended south from County Road 16. The
extension of this pipe should be illustrated in the profile view for the storm sewer. The
inverts and pipe lengths should be shown in the profile data.
2. The watermain crossing in Garden Well Court of CBMH-12 to CBMH-l1 should be
verified for vertical clearance with the storm sewer. It appears that the watermain will be
within three feet of the storm sewer.
.sheet 4
1. The storm sewer system design should include additional catch basins east ofCBMH-2
and CBMH-3 on Portage Lane to improve the capacity to the stOTIn sewer system at the
site low point. It appears that installation of additional structures approximately 15 feet
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Mr. Bruce Loney
. September 28, 2005
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east will not interfere with the proposed driveway locations at Lot 12, Block 2 and Lot 4,
Block 4. The storin sewer system profiles should be revised to incorporate the added
structures into the plan.
Sheet 5
1. The skimmer s.tructure detail in the profile does not correspond to Sheet 8 skimmer outlet
detail. The pipe diameters, lengths, and slopes should be revised to correspond with the
skimmer outlet detail and storm water m~delinput.
2. The storm sewer pipe diameter from CBM3A to CBMH-3 should be verified with the
design calculations. Th~ installation of an additional catch basin inlet at the rear yard
property boundary of Lots 3-4, Block 4 should be installed to improve the inlet capacity
in the rear yards in the' event that clogging and debris will affect the inflow of storm
water to the system.
3. The 48-inch pipe from FES-1 toMH-1 should have all the joints of the pipes tied due to
the anticipated velocities of the storm water from CBMHM2 to MH-l. The stabilization of
this system will reduce future maintenance and potential failure. The easements on Lot
11, Block 2 over the 48-inch RC pipe should be a minimum of 10 feet either side of the
storm sewer alignment~ The easements on Lot 11 appear to require revision.
4. The pipe joints in the storm sewer system connecting to the skimmer structure should.
also be tied.
5. The construction ofFES-3 to CB-12Ais proposed within the County Road 16 right-ofM
way. This work should be permitted by the County. The proposed construction of the
storm sewer system does not indicate whether the existing 60-inch RCP will be removed,
abandoned, or the new pipe will be installed inside the existing 60-inch diameter pipe.
The installation method whether it is jacked, open-cut, or installed inside the existing
culvert should be defined in the plan. The construction oHms system may require traffic
control for installation.
Sheet 6
1. TheFES-3 and existing 24-inch CMP shown in the profile do not appear to be located at
the corresponding stations with the plan view. The locations and vertical elevations at
the centerline of County Road 16 should be corrected.
Sheet 8
1. . The storm sewer structure table indicates that the City of Shakopee standard detail
number 400 1 will be used for the catch basin manholes in the design. The standard detail
4001 is for a manhole and not a catch basin manhole. The City of Shakopee detail
number 4003 should be used for all catch basin manholes with an R-3246 casting. This
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Mr. Bruce Loney
September 28, 2005
Page 5
would indicate that all the structure types. from CBMH-12A to CBMH-2 in the table are
inaccurate. The CBMH-14, CBMH-17, and CBMH-6A structure types should be verified
and corrected. The revisions to the structure types in the table should then be cr9ss-
.referenced with the structure type designations in the storm sewer profiles. .
2. The casting types for MH-l and MH-6B should be corrected. The typical manhole
casting is a Neenah R-1642. The type of casting for these structures should be corrected.
3. The skimmer outlet detail ~verflow elevation. should be corrected to correspond with the
HydroCAD storm water modeling. Thy overflow elevation appears to have a typo.
Sheet 12
1. The storm sewer in. Garden Well Court at station 231 +7 5 does not appear to have 3 feet
of vertical cle~ance with the proposed watermain. The depth ofwatermain in this area
should be revised to meet the m.iniIp.um vertical separation ofthese utilities. (preVious
comment)
Sheet 13
1. The proposed storm sewer culverts crossing the watermain and sanitary sewer at Station
78+95 should be sized to accommodate the entire upstream tributary area fora SO-year
event discharge rate. This conveyance path is anticipated to serve the City of Shakopee's
CSMP Subwatersheds BLB4A, BLB4B, and a portion of Prior Lake to the southeast.
The design calculations for the culverts should be included in the storm water
management plan for the Glacier Estates Development.
It is assumed that the Wetland Delineation report and NPDES SWPPP will be reviewed by City
staff for the development.
This completes our review of the Glacier Estates Project based on the documents submitted for
review. If you have any questions or comments, feel free to contact me at (763) 287-7164.
K: 10 J :< J _SSl./dm;"IDoc.\M"l/Io-BJo"c...092<OJ.doc
CITY OF SHAKOPEE
MEMORANDUM
To: Mark Noble, Project Manager
From: Mark Themig, Parks, Recreation, and Facilities Director
Date: September 29, 2005
Subject: Glacier Estates Final Plat
INTRODUCTION
I am writing to provide you comments on the Glacier Estates final plat application.
DISCUSSION
Park Dedication
Consistent with the preliminary plat, the Advisory Board's recommendations have been
incorporated into the final plat that provides a combination of land, cash, and park
dedication credit for developing the parks.
The following is the park dedication requirements:
Acreage: 49 lots X 3 persons per lot I 75 people/acre = 1.96 acres
Cash: 49 lots X $4,632/lot = $226,968
The applicant is proposing to provide .99 acres of park land. The remaining dedication
requirements shall be provided in cash:
.99 acres provided/1.96 acres required = 50.5% of dedication met
49.5% of dedication remaining X $226,968 = $112,349 cash required
Trails
We have worked with the applicant to determine the final trail alignments as required in
the preliminary plat. At this time, it appears that making a trail connection to the
Riverside Fields trail is possible by following the proposed alignment on the east side of
the site. In addition, the applicant ~as shown a trail alignment from Portage Lane to
connect to the park. Finally, we are requiring a trail easement between Lots 11 and 12,
Block 2. Although I do not believe that the trail will be constructed at this time, the
easement will allow the city to install the trail in the future, should that be desired.
SUMMARY OF PROPOSED RECOMMENDATION
In order to ensure that you have conditions that reflect the most current park dedication
status, the following conditions are provided for your consideration:
Prior to Recording of the Final Plat
a. The applicant shall meet park dedication requirements by providing a total of .99
acres as an outlot shown on the final plat.
b. The remaining park dedication requirements shall be met by providing a cash
contribution in the amount of $112,349. The applicant shall provide security to the
city in the full amount of the required cash contribution prior to recording the final
plat.
c. The wetland complex shall be provided to the city as an outlot and incorporated into
the city's park and open space system.
d. Trail easements be provided for trail segments on Lots 10 and 11, Block 4; Lots 17,
18, and 19, Block 2; and Lots 11 and 12 Block 2.
Following Recording of the Final Plat
a. The applicant shall work with staff to design and construct the park as part of the
construction of the development. Construction costs shall be credited toward the
applicant's cash contribution requirement.
b. Sidewalks and trails shall be constructed as proposed in Bocks 2 and 4.
c. The applicant shall install park, open space, and trail boundary signage as
determined to be needed by the city. The city shall provide the signage, and the
applicant provide the posts and installation of the signage.
Please let me know if you have any questions.
- .,
A~1'1el4-r 4:: 1 · I
,
I
,
Legal: That pArt of the east one-half of the Southwest Quarter of Section 13, Township 115,
Range 22, scott County, Minnesota lying north and east of the following descr1bed lines
commencing at the intersection of the east line of said east one-half of the Southwelt.
Quarter and the center line ot' county Road No. 16, ..id point being 1486.36 feet south of
the northeast corner thereof, thence north along lIaid east line a distance of 427.49 feet
to the actual point of b8C]inn1.ng of the line to ):Ie descdbed, thence west at right angles
'\:0 said east line a dietancB of 615.98 feet IllOre or l..s t.o its :Lnterllection with the
e&8t line of the plat of ZOSCHKE'S ADDITION '1'0 SHAXOPEE, Scott COunty, Kinnesota, thence
north along lIaid east line of said ZOSCHJ(E'S ADDITION '1'0 SBAKOPJ:B to the north line of
llaid east one-half of the Southwest QI1arl:U and there terminating.
AND
That'part of the east one-half t.he Southwest QI1arter of Section 13, Township liS, Range
22, Scott County, Kinnesota, described as follow8l COllllll8ncing at the intersection of the
east line of said east. one-half of the southwest Quarter and the center line of county
Road No. 16, said point being 1486.36 feet south of the northeast. corner thereof; thence
north along said east line a distance of 427.49 feet to the actual point of beginning of
t.he parcel to be described, thence west at right angles to nid east line a distance of
300 feet, t.hence eouth 82.49 feet; thence east 300 feet, thence north to the point of
beqinning.
AND
A traot of land in the east one-half of the Southwest Quarter of Section 13, Township
115, Range 22, Scott County, Kinnesota, described .&S followss Beginning a.t. the
intereection of the eaat line of said east 1/2 of t.he south_st 1/4 with the oenter line
of Clo. Rd. No. 16 said point 1486.36 ft. south of the northeast corner thereof, thence
north along said east line a distance of 345.0 feet, thence west at right. angles a
distance of 300.00 ft., thenCe sout.h and parallel to said east line & distance of 384.44
feet. to the center line of laid Co. Rd. NO. 16; thence eaBterl)" along said cent.er line a
distance of 302.58 feet more or lesl to the point. of beginning.
AND
The East 300.00 feet of the West 600.00 feet of. the South 904.00 feet of the North 1049.00 feet (as measured at right
angles) of the Southeast Quarter of Section 13. Township 115, Range 22. Scott County, Minnesota.
ANO
The West 300.00 feet, EXCEPTING the North 145.00 feet thereof (as measured at rIght angles) of that part of the Southeast
Quarter of Section 13, Township 115, Range 22, lying Northerly of the center line of County.Road No. 16.
Scott County, Minnesota
GLACIER ESTATES
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C) DRAINAGE AND UnUTY EASEMENTS
~ ARE SHOWl'l THUS:
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_ .0.. BEING S FEET IN \\lOTH AND ADJOINING
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ADJOINING RIGHT OF WAY UNES AS
SHOWN ON THIS PLAT.
NO MONUMENT SYMBOl SHOWl'l AT ANY STATUTE
REQUIRED lOCATION. \\lLl BE SET BY A .IS INCH BY 14
PARK INCH IRON PIPE MARKED BY UCENSE NO. 14890
- WITHIN ONE \'EAR OF THE RECORDING OF THIS PLAT.
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BEARINGS ARE ASSUMED.
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PIG 213660220 - - - - --' " ~ Shakopee, MN
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OUTLOT A " . '!;c:Dl"'_
, . _ . _ ...... is \ That part of the east one-holf of the Southwest Quart... of SeeUon 13. Township 115, Rang. 22. Scoll County, MInn.soto I~ng north and u :8 ~ 5
", I '" ; .ast of tho following d.scrlbed IIno: Commencing at tho Intersoctlon of the east Un. of .old .ost ono-holf of the Southw.st Quartor ... 8 ii'll
/ . ill . II \ and tho conter IIno of County Road No. 16: soid pint bolng 1486.36 feot wouth .af tho north..sl comer thereof; thenco north along said il!E.a ft
;' '. "~70l..11. ;i! a I oost IIno 0 distance of 427.49. feot to tho octuol paint of beginning of thollno to bo described; thenco wost 01 righl anglos to sold oost .l! ~,.,5::E
''Ie.. \ I 'Is ..... PlO 27013Of40 IIn. a dlslance of 615.98 feel moro or lo.s to ns Intersoctlon with the ..st Ilno of tho plol of ZOSCHKE'S ADDITION TO SHAKOPEE. Scott - e,g ~
LJ I ......~ " ti . County, Minnesota: thonco north alone sold easlllno of sold ZOSCHKE'S ADDITION TO SHAKOPEE 10 tho north line ahald oast one-half
, i ..'~ \ ~ of the Southwest Quarter and Ihoro terminating.
L,J .,' . ~
\ ~ i 0 100 200 AND
o. PIO 21S'_ , That part of tho eost ono-half of tho Southwest Quart... of Section 13, Township 115, Rang. 22, Scott County, MIMesola descrlbod as
o I SCALE IN FEET fonows: Commencing at tho Intersecllon of the east line of said oast ono-half of tho Southwost Quarter and tho centor Ilno of County U
I Rood No. 16: sold pint being 1486.38 feet south of the northeast comer thereof, thonce north along sold oost IIn. a dlstanco of 427.49 .s
PlO ~10'.OO40 v I BEARINGS ARE ASSUMED. feot to Iho actuol point of boglnnlng of the lino to bo descrlbod: thonce west at right anglos to sold eost Uno a dlslance of 427.49 feot
-- I oJ to the actual point of beginning of the IIno to bo described; thence west 01 right angles to sold oast line 0 dlstanco of 300 foot; thonco :l
<( .,. 0 DENOlC:S IRON MONUMENT FOUND south 82.49 f.e~ thonce east JOO fo.t; thonce north to the point of beginning. e
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(Il A tract of land In the east one-half of the Southwost Quarter of Section 13. Township 115, Rango 22, Scolt County, Minnesota descrlbod ... ':l'" a:
- _ _ _ as follows: aeglnnlng at the Intersocllon of tho east line of sold oast If of tho southwest l( with tho center IIno of Ca. Rd. No. 16 sold U i ~ ~
point 1466.36 feet south of the northeast cornor th....of; thonco north along sold oast line a dislonco of 345.0 fo.t; thonc. wost at 41 - '"
right anglos a dlstanco of 300.00 ft.; thenco South and parallel to sold oost line a dlstanco of 384.44 foet to tho center IIno of sold Co. :ll ;!;
-CL Rd. No. 16; thence easterly along sold cent... IIno a distance of 302.58 foot moro or loss to tho point 0' beginning. Ii = <>'t ~
_ _ _ '" C s:~ ..
~_ AND a u .....!/f
Th. East JOO.OO foet of tho Wost 600.00 foet of tho South 904.00 feet of tho North 1049.00 fo.t (as meosurod at right angles) of the
pa 21l15OOO3O Southoast Quarter of Section 13. Township lIS, Rango 22
zl AND
o Ii! Tho Wost JOO.OO foet. EXCEPTING tho North 145.00 foot theroaf (os meosurod at right onglos) of that part of tho Southeast Quarter of
_ _ _ _; Soctlon 13, Township 115, Rango 22, lying Northerly of the center Ilno of County Road No. 16. according to tho Unltod States Govemmont
- PARK Survoy thoreaf and sltuato In Scott County. Minnesota. ...... il3
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AND ,:: - ;:!;
AO ~70SS00" -- i U ~ ~
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C) Th. East 300.00 feot of tho W.st 600.00 fe.l, EXCEPllNG tho North 1049.00 f..t (os measured at right onglos) thereof of thol part of 6 Cl:l .. l!.
'Is tho southeast quart... of Secllon 13, Township liS, Range 22. Scott County, Mlnnosoto, lyln9 North of tho cenler line of County Road No. lE ~ .2 ~
C) 16. oll g ...
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::.:: I ZONING INFORMATION
_ I EXISTING ZONING - RIB
PlO 210500060 :I. MINIMUM LOT 'MDlIi . 60 FEET
') I PlD 210130120 MINIMUM LOT DEPlIi . 100 FEET ENGINEER/SURVEYOR
~ MINIMUM LOT AREA - 6000 SQ. FT. KAWO ENGINEERING. Il.C
_ _ _ ...(A l 1240 E. JRD AVE.
SUIlC: 103
() _ _ _ LOT INFORMATION SHAKOPEE, MN 55379
--- .
I - - PROPO""" LOTS 49 CONTACT. CURT KAWO, P.E. %
RID 2105S0010 ~.J - =- = 952-445-7354 0
_ _ OUTLOTS .. 1 .a;
--- PARK AREA = 43,113 :>
I -- GROSS AREA . 35.92 ACRES OWNER/DevELOPER Ii!
GROSS AREA OF OUTLOTS - 12.62 ACRES
_ _ _ _ PROPOSED R.O.W. . 5.62 ACRES COLLEGE CITY HOMES. INC.
_ _ _ -k NOTE: OUTLOT A 'Mil. BE COVERED IN ITS 7920 LAKEVlIl.E aL VD. w
_ _ _ _ ENTIRETY BY A ORAlNAGE '" UTIUTY EASEMENT LAKEVllLE. MN 55044 ~
._____~ --_____ I PH: 952-469-6900 Q
~ I SnRACK INFORMA TION ~
~ -,
--- '- - ....
FRONT .. .10 FEET . ...
I SIDE YARD . 10 FEET r1l 8
SIDE YARD (CORNER) .. 20 FEET ~ ~
I REAR YARO - .10 FEET EXCEPT SHOWN OTHERWISE ~
I I I SITE INFORMATION SHEET
I I I I I MINIMUM LOT 'MDlIi AT SETBACK UNE IN SUBDIVISION - 67 FEET 1
I I I I I / MINIMUM LOT OEPlIi IN SUBDIVISION .. 1 J3 FEET 1
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