HomeMy WebLinkAbout4.A.1. Amended Final Plat of Kristal Estates-Res. No. 7246 LI • A. l .
CITY OF SHAKOPEE
Memorandum CONY
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: Julie Klima, Planner II
RE: Amended Final Plat of Kristal Estates
DATE: November 7, 2012
CASELOG NO: 12039
REVIEW PERIOD: September 28, 2012 — January 26, 2013
ACTION SOUGHT:
Offer a motion to approve Resolution No. 7246, A Resolution Approving the Final Plat of
Kristal Estates. This action has no immediate budget impact. This action supports Visioning
Goal B — Positively manage the challenges and opportunities presented by growth, development,
and change.
DISCUSSION:
The preliminary and final plat of Kristal Estates was originally approved by the City in July
2006. Please see Exhibit A for the project location. The project is approximately 4.5 acres in
size and proposes the creation of 6 single family residential lots that will be served by municipal
services. This is the same number of lots that was approved with the original version of the plat.
The current applicant is proposing the shifting of lot lines in order to reduce wetland, woodland
and stormwater impacts.
The original owners and now the current owner have been diligent about requesting and
receiving extensions to the approval period for Kristal Estates. The most recent approval period
extension was granted in September 2012. This extension allows the current approval to remain
valid until September 2014.
The property was recently acquired by Richland Homes. Please see the attached Exhibit B, a
narrative provided by the applicant. City staff and other appropriate agencies have reviewed the
proposed final plat.
In addition, the following attachments are provided for the Council's reference:
Exhibit C: Proposed Final Plat Drawing;
Exhibit D: Resolution No. 6459, Resolution approving the original preliminary and final plat
of Kristal Estates;
Exhibit E: Final Plat drawing of the originally approved final plat;
Exhibit F: Comments from the Engineering Department; and
Exhibit G: Comments from Shakopee Public Utilities.
Attached to this memo are copies of comments received. Staff has prepared a list of draft
conditions of approval and has prepared a resolution of approval for the Council's consideration.
ALTERNATIVES:
1. Approve Resolution No. 7246, A Resolution Approving the Final Plat of Kristal Estates,
subject to the conditions presented.
2. Approve Resolution No. 7246, A Resolution Approving the Final Plat of Kristal Estates,
subject to revised conditions.
3. Table action on this item and request additional information from the applicant and/or
staff.
4. Direct staff to prepare a resolution of denial for the Final Plat of Kristal Estates.
STAFF RECOMMENDATION:
Staff recommends the approval of Resolution No. 7246, A Resolution Approving the Final Plat
of Kristal Estates, subject to the conditions presented (Alternative No. 1).
ACTION REQUESTED:
Offer a motion to approve Resolution No. 7246, A Resolution Approving the Final Plat of
Kristal Estates, subject to the conditions presente' .
' lanner II
h: \cc\2012 \11- 7\kristal estates final plat 12039.docx
RESOLUTION NO. 7246
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE
FINAL PLAT OF KRISTAL ESTATES
WHEREAS, Richland Homes, applicant and property owner, has made application for final plat
approval of Kristal Estates; and
WHEREAS, the subject property is legally described as:
Lot 1, Block 1, Beckrich Park Estates, Scott County, Minnesota; and
WHEREAS, on July 6, 2006, the Planning Commission recommended approval of the proposed
preliminary plat with conditions; and
WHEREAS, on July 18, 2006, the City Council reviewed the proposed preliminary and final plat
and adopted Resolution No. 6459, approving the Preliminary and Final Plat of Kristal Estates subject to
the conditions contained with said Resolution; and
WHEREAS, Richland Homes has proposed revisions to the original final plat; and
WHEREAS, on November 7, 2012, the City Council reviewed the proposed final plat.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee,
Minnesota that the final plat of Kristal Estates is hereby approved subject to the following conditions:
This Resolution shall supersede Resolution No. 6459.
H. The following procedural actions must be completed prior to the release of the
Final Plat for recording:
A. Approval of title by the City Attorney.
B. Right -of -way, in the form of sight triangles (15) feet in dimension, will be
provided at Kristal Court and County Road 79 intersection.
C. Easements will be shown on the final plat as approved by the City Engineer.
They will include, but are not limited to, the following:
1. Minimum drainage and utility easement for public sanitary sewer and
storm sewer will be dedicated per the City of Shakopee Design
Criteria, Section 10.1 (A -D). The easements need to be centered along
the public utility alignments.
2. Provide a minimum of 42 feet of drainage and utility easement
centered on the proposed sanitary sewer between Lots 4 and 5, Block
1.
3. Provide additional easement to encompass drainage across Lot 3,
Block 1.
D. Execution of a Developer's Agreement, which shall include provisions for
security for public improvements within the plat and the 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.
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. Street construction and sanitary and storm sewer installation shall be in
accordance with the specifications and requirements of the City of
Shakopee.
5. The developer shall be responsible for payment of Trunk Storm Water
Charges, Trunk Sanitary Sewer Charges, Trunk Storm Water Storage
and Treatment Charges, security for the public improvements,
engineering review fees, payment of all storm water management plan
review charges, and other fees as required by the City's most recent
adopted Fee Schedule.
6. Provide electronic (AutoCAD) files of the Final Plat and all record
drawings to the engineering department.
7. Park dedication requirements shall be met by providing cash in lieu of
land dedication. Park dedication fees in the amount required by the
City Code and adopted City fee schedule shall be paid prior to the
recording of the final plat. If any portion of the property is being
platted as outlots to accommodate a phased development, the park
dedication fees for each future phase shall be based on the fees in
effect at the time of final plat approval for those outlots and shall be
paid before the final plat for those outlots is recorded.
8. The minimum right -of -way dedication for County Road 79 shall be 60
feet from centerline.
9. The proposed road access onto CR 79 shall require a right turn lane
and bypass lane to be constructed on CR 79.
10. The applicant will pay the remaining assessment on the property or
shall file a request to have the assessment reapportioned among the
proposed lots.
III. The following items shall be completed prior to the approval of a grading permit
and /or a street /utility plan:
A. The applicant will obtain the necessary permission, right -of -way, and/or
easements to perform all work offsite.
B. No public improvements shall be constructed until the City Engineer and the
Shakopee Public Utility Commission (SPUC) approve the Final Construction
Plans and Specifications.
C. The applicant shall obtain the necessary Scott County permits /approvals
(access, right -of -way, drainage, etc.). Copies of these will be provided to the
City.
D. The applicant shall obtain a NPDES permit prior to any land disturbing
activity. A copy of this permit shall be provided to the City.
E. The applicant must change the plans to be consistent with the submitted Tree
Management Plan. The submitted Tree Management Plan indicates the
removal of 2 trees resulting in the requirement of one replacement tree. Page
3 of 4 titled; Grading and Drainage Plan dates 9/26/12 states under tree
removals that no tree removals are anticipated.
F. The applicant proposes impacts to onsite wetlands and will obtain approval of
a wetland type and boundary application, a de minimis exemption and/or a
wetland mitigation plan prior to any work in the vicinity of the existing
wetlands.
G. The applicant will avoid impacts to the westernmost wetland. If this is
accomplished utilizing retaining walls, no portion of any retaining wall will be
allowed below the approved high water level of the storm water basin and /or
wetland, unless approved by the City Engineer.
H. Retaining wall can be allowed in drainage and utility easements as a means to
avoid impacts to the westernmost wetland. However, the applicant will
submit a detailed private utility plan clearly showing how each lot is to be
served. This plan must be reviewed and approved by each applicable private
utility company prior to submittal to the City of Shakopee.
I. The applicant will grade the entire site, as proposed on the approved plans, in
one phase within one year of the date of approval of the grading permit
application. Grading is defined as bringing the site to the proposed finished
grade with materials deemed acceptable by the City of Shakopee engineering
department, providing topsoil per City requirements and applying seed, mulch
and/or sod per City requirements and providing an as -built record grading
plan per Section 2.5 of the City of Shakopee Design Criteria.
J. The applicant will raise the low floor elevations of Lots 5 and 6, Block to
provide at least three (3) feet of freeboard from the high water level of the
westernmost wetland.
K. The applicant will line the proposed storm water basin with a minimum of two
(2) feet of clay up to the normal water level.
L. The applicant will provide a forebay (for sediment collection) at each flared
end section outletting to the storm water basin.
M. The applicant will provide wetland type vegetation below the approved high
water level of the storm water basin.
N. The applicant will obliterate the existing access to the property.
0. Provide a minimum offset of fourteen (14) feet from the proposed storm sewer
between SKR2 and MH1 and the northwest property corner of Lot 1, Block 1.
P. Class IV fieldstone riprap will be placed at each flared end section outletting
to the storm water basin. The riprap will be placed to the basin bottom.
Q. The applicant will provide an acceptable maintenance access to the storm
water basin off of Kristal Court. This access will have reinforced turf
(geogrid) from the street to the basin bottom.
R. The applicant needs to be aware the dwelling setback requirement to the
approved high water levels of storm water basins and wetlands as set forth in
Section 10, Subdivision 5.A.1 of the City of Shakopee Design Criteria
includes decks. The design of Lots 1 and 6 of Block 1 may be need to be
revised.
S. The applicant will provide radii of fifty (50) feet to the back of curb and gutter
entering the cul -de -sac.
T. The applicant will provide a landscaping plan in compliance with the most
recent version of the City of Shakopee's Easement Fencing and Landscaping
Policy.
U. The applicant shall work with City Staff to provide an acceptable storm water
systems design to prevent erosion/scouring of the County Road 79 (Townline
Avenue) storm water system.
V. The storm water management plan and calculations shall be approved by the
City Engineer.
W. The applicant is responsible for preserving all trees indicated as saved on the
plans. If, as a result of mass grading, any of these trees are determined to be
wounded sufficiently to be considered dead or dying by the Natural Resource
Specialist, the developer will be required to replace the tree(s) according to
the Woodland and Tree Management Ordinance.
X. Tree protection fence for mass grading is to remain in place the duration of the
land disturbing activities, including the building of residential homes.
Y. Silt fence and/or tree protection fence shall not be installed within delineated
wetland.
Z. The applicant shall install silt fence along the delineated wetland edge to
prevent impacts to the wetland during construction.
AA. Silt fence and /or tree protection fence is to be removed following
establishment of vegetation as determined by an inspection by the Natural
Resource Specialist or other City staff.
IV. 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. The developer and/or their assigns shall be responsible for any required or
desired noise or dust mitigation measures.
C. The applicant shall plant tree replacement species consistent with the 2012
Tree Planting Guidelines.
D. The applicant shall seed the proposed storm pond with a native wetland seed
mixture and erosion control blanket be place four feet either side of the
normal water level and around outlets to prevent erosion and sediment
deposits from discharging to downstream waterbodies.
E. No landscaping, ponding, berming, or signage shall be permitted within the
County right -of -way.
F. Any existing driveways /field accesses to this property shall be completely
removed from the County right -of -way and graded to match the existing ditch.
G. Any work within the County right -of -way shall require a permit.
H. If County Road 79 is ever proposed to be a divided roadway in the future, it is
very likely that road access to County Road 79 will be modified to a right
in/right out only.
I. Temporary street signs shall be installed prior to issuance of any building
permits.
J. Prior to the issuance of a building permit, record plans will be provided per
the City of Shakopee Design Criteria, Section 2.5 and Section 11.2 (A -L).
The record plans will be submitted to the engineering department.
Adopted in regular session of the City Council of the City of Shakopee, Minnesota,
held the day of , 2012.
Mayor of the City of Shakopee
Attest:
Julie Linnihan, City Clerk
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Scott County, MN
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Property Information
Parcel ID: 271650010 Bathrooms:
Taxpayer Name: SOUTH OAKS REALTY INC Year Built:
Taxpayer Addressl: 959 VINE CIR Deeded Acreage: 4.37
Taxpayer Addressl: JORDAN, MN 55352 GIS Acreage: 4.40671
Property Addressl: Zoning Classification:
Property Addressl: Legal Description: SubdivisionName
BECKRICH PARK ESTATES Lot 001 Block
School District: 720 Plat Name: PLAT -27165 BECKRICH PARK
Estimated Land Value: $300,000 Block: 001
Estimated Buildings Value: $0 Lot: 001
Total Estimated Market Value: $300,000 Unique Well & Boring No.:
Home Style: Well Depth Drilled:
Bedrooms: Well Date Drilled:
This drawing is neither a legally recorded map nor a survey and is not Map Scale N
intended to be used as one. This drawing is a compilation of records,
information, and data located in various city, county, and state offices, and 1 inch = 377 feet
other sources affecting the area shown, and is to be used for reference W E °'}'
purposes only. Scott County is not responsible for any inaccuracies herein Map d a t e .
contained. If discrepancies are found, please contact the Scott County �`
Surveyors Office. 10/2/2012 S / e
EX 1 B tT 13
ickLtn
HOMES
September 27, 2012
Ms. Julie Klima
City of Shakopee
129 Holmes St.
Shakopee, MN 55379
RE: Kristal Estates
Amended Final Plat
Dear Julie:
This letter is to provide additional information on why an amended plat is being requested for the Kristal
Estates subdivision. The main reasons are summarized below:
Stormwater Ponding
This site receives a large amount of runoff generated by the Beckrich Park subdivision as well as runoff from
the west side of Co. Rd. 79. The original layout had little room for stormwater ponding and the previous
owner tried, but was unsuccessful in negotiating a pond partially in the Beckrich Park Outlot to the south.
The current layout more easily separates the stormwater from the site from the flow through drainage and
also provides a better outlet for the stormwater.
Wetlands and Trees
The wetland delineation was updated in 2012. As a result, the main wetland was considerably larger than as
shown in the previous plat submittal. To avoid more impacts, the street in the revised layout curves to the
north. By not having a pond near the existing wetland, the trees in that area will also be avoided.
Lots
Due to the pond and wetland locations, the lots needed to be higher to achieve the required clearance from
the high water line. In order to get the lots higher, they had to be pushed further to the east so that the street
could gain enough elevation.
In summary, we believe the current plat configuration will have a lesser impact on surrounding properties
while preserving more natural areas than what was originally approved.
Thank you for your consideration of this amended plat request.
Sincerely,
RICHLAND HOM S
Mr S
Matt Logeais, resident
959 Vine Circle, Jordan, MN 55352 • Tel 952 - 237 -2363 • matt@richlandhomes.net • MN Lic #2641
EXIT I R IT G
(propel)
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D
p N KNOW ALL BY THESE PRESENTS: That Richland Homes, a Minnesota Corporation, owners and proprietors of the following described property situated in the County of
x
Scott, State of Minnesota, to wit:
r NE1 /4 F DRAINAGE AND UTILITY EASEMENTS
.li5 ARE Lot 1, Block 1, BECKRICH PARK ESTATES, Scott County, Minnesota.
m
art
o D Has caused the same to be surveyed and platted as KRISTAL ESTATES, and do hereby donate and dedicate to the public for public use forever the Court. and also
0 1 1 dedicate the easements as shown on this plat for drainage and utility purposes only.
n SHOWN 5 THUS: I Fes— s = In witness whereof said Richland Homes, a Minnesota Corporation, has caused these presents to be signed by its proper officers and its corporate seal to be hereunto
o SITE O — 1 — L — � — affixed this day of 2012.
j SWl /4 SE1 /4 0 1 Richland Homes
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BONG 5 FEET IN WIDTH AND ADJOINING By: Matt Logeais, President
THE WEST UNE OF LOT 1. BLOCK 1, BECKRICH LOT ONES, AND 10 FEET IN WIDTH AND
CO. RD. 78 PARK ESTATES IS ASSUMED TO BEAR N00•1801 "E. ADJOINING RIGHT OF WAY LINES AS
SHOWN ON THIS PLAT. STATE OF MINNESOTA
COUNTY OF
VICINITY MAP 0 50 100 • DENOTES IRON MONUMENT FOUND
0 DENOTES 1/2 INCH BY 14 INCH MONUMENT SET AND The foregoing instrument was acknowledged before me this day of , 2012, by Matt Logeais, President of Richland Homes, a Minnesota
SEC. 13, T. 115, R. 22 SCALE IN FEET MARKED BY UCENSE NO. 14890, UNLESS OTHERWISE SHOWN. Corporation.
Notary Public, County, Minnesota
My Commission Expires
1 I I I
I hereby certify that I have surveyed and platted the property described on this plat as KRISTAL ESTATES; that the plat is a correct representation of the boundary survey;
I that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correcty set within one year as
indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes Section 505.01, Subd. 3 as of the date of the surveyor's certification are
!_! I I I 1 A I n /Th t1 � ^ T A T shown and labeled on the plat and that all public ways are shown and labeled on the plat.
1 1 I L_ L_ V V V V V L_ ...: 1 / 1 C r - L_
v Curtiss J. Kallio, Land Surveyor
50 N89 °32'05 °E 548.00 _ Minnesota License Number 26909
, • , \ 299.48 taoo�_ 191.60 16.93 STATE OF MINNESOTA
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- -- 60 - ` *, i j / • � t � 1 4 / I The foregoing Surveyor's Certificate was acknowledged before me this — day of , 2012, by Curtiss J. Kallio, Registered Land Surveyor.
\ '3
C> o J �� 4 - / 1 1 / 1 I mI I 2 1 I Notary Public, County, Minnesota
n s f_ 41 ;I I 1).- / J� ^ My Commission Expires
` K' ^ '-6' '--C L.- % 6`,j21 4, f / / Y I 7• CITY OF SHAKOPEE cv
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i9 \3� $• / I o We do hereby certify that on the day of , 2012, the City Council of the City of Shakopee, resolution and is in
O w -- I r , . J Y Y opee, Minnesota approved this plat by resoluti
_ z / 1J Q� / 3 I compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
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\28.5 1,`'' d'... 1 \ 4 I n 1 certify that I have examined evidence of title for this plat and recommend this plat for approval.
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i m / � / I f T 4 I I \ \ \ \z '0 / / Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as amended, this plat has been reviewed and approved this day of , 2012.
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\ SCOTT COUNTY AUDITOR/TREASURER:
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0 �� 1 3821 \ F: � \ I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this day of , 2012.
.1483 °35'0 "E / -t -
A I Scott County Auditor Scott County Treasurer
50 T
1 ^ 1 7 \ Signed by: Deputy
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L \ SCOTT COUNTY RECORDER:
1 / I hereby certify that this plat was recorded in the office of the County Recorder for record on this _ day of , 2012, at o'clock M., as Document
No.
Scott County Recorder
V Eng n g
SHEET 1 OF 1 SHEETS
EXHIBIT D
RESOLUTION NO. 6459
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE
PRELIMINARY AND FINAL PLAT OF KRISTAL ESTATES
WHEREAS, CJM Properties, LLC , applicant and property owner, has made application for
preliminary and final plat approval of Kristal Estates; and
WHEREAS, the subject property is legally described as:
Lot 1, Block 1, Beckrich Park Estates, Scott County, Minnesota; and
WHEREAS, on July 6, 2006, the Planning Commission recommended approval of the proposed
preliminary plat with conditions; and
WHEREAS, on July 18, 2006, the City Council reviewed the proposed preliminary and final
plat.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee,
Minnesota that the preliminary and final plat of Kristal Estates is hereby approved subject to the
following conditions:
The following procedural actions must be completed prior to the release of the
Final Plat for recording:
A. Approval of title by the City Attorney.
B. Execution of a Developer's Agreement, which shall include provisions for
security for public improvements within the plat and the 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.
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. Street construction and sanitary and storm sewer installation shall be in
accordance with the specifications and requirements of the City of
Shakopee.
5. The developer shall be responsible for payment of Trunk Storm Water
Charges, Trunk Sanitary Sewer Charges, Trunk Storm Water Storage
and Treatment Charges, security for the public improvements,
engineering review fees, and other fees as required by the City's most
recent adopted Fee Schedule.
6. Provide electronic (AutoCAD) files of the Final Plat and all record
drawings to the engineering department.
7. Additional right -of -way, in the form of equidistant chamfers 25 feet in
dimension, shall be provided at the intersection of Kristal Court and
County Road 79 (Townline Avenue).
2
8. Minimum drainage and utility easements for sanitary sewer and storm
sewer in non -paved areas shall be provided at one to one and half ratio,
depth vs. width. The easements shall be centered along the utility
alignment.
9. Easements shall be shown on the Final Plat as approved by the City
Engineer. They shall include, but not be limited to, the following:
a) Provide a minimum of 42 feet of drainage and utility easement,
centered on the proposed sanitary sewer, between Lots 5 and 6,
Block 1.
b) Provide a minimum of 15 feet of drainage and utility easement
adjacent to the County Road 79 (Townline Avenue) right -of-
way.
10. Park dedication requirements shall be met by providing cash in lieu of
land dedication. Park dedication fees in the amount required by the
City Code and adopted City fee schedule shall be paid prior to the
recording of the final plat. If any portion of the property is being
platted as outlots to accommodate a phased development, the park
dedication fees for each future phase shall be based on the fees in
effect at the time of final plat approval for those outlots and shall be
paid before the final plat for those outlots is recorded.
11. The minimum right -of -way dedication for County Road 79 shall be 60
feet from centerline.
12. The proposed road access onto CR 79 shall require a right turn lane
and bypass lane to be constructed on CR 79.
- T. The following items shall be completed prior to the approval of a grading permit
and /or a street /utility plan:
A. No public improvements shall be constructed until the City Engineer and the
Shakopee Public Utility Commission (SPUC) approve the Final Construction
Plans and Specifications.
B. The applicant shall obtain the necessary Scott County permits /approvals
(access, right -of -way, drainage, etc.).
C. The applicant shall obtain a NPDES permit prior to any land disturbing
activity. A copy of this permit shall be provided to the City.
D. The applicant shall work with City staff to extend sanitary sewer to the
remaining lots of Beckrich Park Estates lying north of Barrington Drive.
E. The applicant shall work with City Staff to provide an acceptable storm water
systems design to prevent erosion/scouring of the County Road 79 ( Townline
Avenue) storm water system.
F. The storm water management plan and calculations hall be approved by the
City Engineer.
G. The applicant is responsible for preserving all trees indicated as saved on the
plans. If, as a result of mass grading, any of these trees are determined to be
wounded sufficiently to be considered dead or dying by the Natural Resource
Specialist, the developer will be required to replace the tree(s) according to
the Woodland and Tree Management Ordinance.
3
H. Tree protection fence for mass grading is to remain in place the duration of the
land disturbing activities, including the building of residential homes.
I. Silt fence and/or tree protection fence shall not be installed within delineated
wetland.
J. The applicant shall install silt fence along the delineated wetland edge to
prevent impacts to the wetland during construction.
K. Silt fence and/or tree protection fence is to be removed following
establishment of vegetation as determined by an inspection by the Natural
Resource Specialist or other City staff.
III. The following items shall be completed simultaneous to the recording of the
Final Plat:
A. Simultaneous to the recording of the plat, a deed restriction shall be recorded
on all drainage and utility easements as designated by the City of Shakopee.
They shall include, but not be limited to, the following:
1. The drainage and utility easement adjacent to the West property line of
Lot 1, Block 1.
2. The drainage and utility easement adjacent to the South property line
of Lot 4, Block 1.
3. The drainage and utility easements adjacent to the North, Southeast,
South and West property lines of Lot 5, Block 1.
4. The drainage and utility easements adjacent to the East, South, and
West property lines of Lot 6, Block 1.
IV. 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. The developer and/or their assigns shall be responsible for any required or
desired noise or dust mitigation measures.
C. The applicant shall plant tree replacement species consistent with the 2006
Tree Planting Guidelines.
D. The applicant shall seed the proposed storm pond with a native wetland seed
mixture and erosion control blanket be place four feet either side of the
normal water level and around outlets to prevent erosion and sediment
deposits from discharging to downstream waterbodies.
E. No landscaping, ponding, berming, or signage shall be permitted within the
County right -of -way.
F. Any existing driveways /field accesses to this property shall be completely
removed from the County right -of -way and graded to match the existing ditch.
G. Any work within the County right -of -way shall require a permit.
H. If County Road 79 is ever proposed to be a divided roadway in the future, it is
very likely that road access to County Road 79 will be modified to a right
in/right out only.
I. Temporary street signs shall be installed prior to issuance of any building permits.
4
E)4—
C/
Adopted iJ egular session of the City Council of the City of Shakopee, Minnesota,
held the 11f t1 day of __ < , 2006.
�- 2 -4b .�i
M. • r oft. • fifty of Sha ogee
Attest:
ud th . Cox, ity Cler.
5
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i
•
KRISTAL ESTATES (or i hal)
—AZ r
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o c)
Z NW1 /4 NE1 /4 ARE SHOWN AND THUSTIUTY EASEMENTS
P1
KN LL BY THESE PRESENTS: CJM LLC, s H NaNy tyy, owners end ros of bvdng dxrtbed rerty situated
p > 5 — in the County of Scott. Sta of Minnesota. to wit:
10 0 I
c1 0 __ F� 5 Lot 1, Block 1. BECKRICH PARK ESTATES, Scott County, Minnesota.
2 l j 1
SITE _ i J L 1_
ao 0 ® $Wi /4 Hes ca t he same to b e sur veyed and platted as KRISTAL Properties. ESTATES, a Minne anted do her mited eby bil donate mpan end dedicate toa the pubic iet for r pool use (ol forever e the Court an also
$El /4 O dedicate the easements as shown on this plat for drainage end utility purposes only,
<0 v
r In witness whereof said CJM Properties, LLC, a Minnesota limited liability company, has caused these presents to be signed by Its proper officers and its corporate seal to
to be hereunto affixed this day of , 2006.
BEING 5 FEET IN WIDTH AND ADJOINING
THE NEST UNE OF LOT 1, BLOCK 1, BECKRICH LOT LINES, AND 10 FEET IN WIDTH AND CJM Properties, LLC • ,
CO. RD. 78 PARK ESTATES I5 ASSUMED TO BEAR NO0'18'01 "E. • sow N ON R THIS T PLAT AY UNE$ AS
By Jams R. Monnens, President
0 50 100 • DENOTES IRON MONUMENT FOUND
VICINITY MAP 0 DENOTES 1/2 INCH BY 14 INCH MONUMENT SET AND STATE OF MINNESOTA •
SEC. 13, T. 115. R. 22 SCALE IN FEET MARKED BY UCENSE NO. 14890, UNLESS OTHERWISE SHOWN. COUNTY OF
The foregoing instrument was acknowledged before me this day of , 2006. by James R. Monnens, President of CJM Properties, LLC, a
Minnesota limited liability company.
I
Notary Public, County, Minnesota
My Commission Expkes
I_I I I I 1 A/ r\ ■ r\ r - v 1 / \ I L_ , A T '. v
I I L _ L L. 0 V �_/ �.J V L_ — I hereby certify that I have surveyed and platted the property described on this plat as KRISTAL ESTATES : that this plat is a correct representation of the survey; that all
distances are correctly shown on the plat In feet and hundredths of a foot; that all monuments have been correctly placed In the ground as shown; that the outside
I ( ! boundary lines are correctly designated on the plat; and there are no wetlands as defined in MS 505.02, Subd. 1, or public highways to be designated other than as shown
50 N89 °32'05 "E 548.00 on the plat r
0 0 •
• e 191.68 r 121.31 — 115.01 _ N 110.00 — —
10 /4 7 r — — — — —1 1 �7 / Minnesota License Number 14890
I ---- 60 - --4- I /
1 / STATE OF MINNESOTA
' ; \ ■ `l ,�/ / I COUNTY OF
— 1 r„/ / I The foregoing Surveyor's Certificate was acknowledged before me this day of , 2006, by Robert L. Peters, Registered
A r - I WI 3 ti Land Surveyor.
2 I le/ / I4
t7> al ' L � L" mI •D1 43% / i r
■ 8 166. / 1 � N Notary Public, County, Minnesota
n z R � � I / I My Commission Expires
�
4 I
d °4 J J�8 �, v- ---- 78.31 / CITY OF SHAKOPEE
0 .�. • 'j 4.47 O4. • I W
1 hereby certify that I have examined this plat of KRISTAL ESTATES, and do hereby recommend this plat for approval as to form, this day of
C r 0 115.01 - L— 73.16 —r Nx S e m\ I ' 2006.
xi' O o O • J. 0` e N
8 _ g z g n s � ?)� �. w\ � J O
$ g N89'32'03 E 264.06 G 2 I — — — — — Z City Attorney. Shakopee, MN
- N86.33'307 190.80 •
`� 8 KRISTAL COURT ti ' • _ — — _ 7 CITY OF SHAKOPEE
g • ''/ a ro 00 / m We do hereby certify that on this day of , 2008. the City Council of the City of Shakopee, Minnesota approved this plat by
� � a( 1 88 97 t - 12.26 - 5.- O co Ie resolution and is in compliance with the provisions of Minnesota Statutes Section 505.03, Subdivision 2. ■
o- Z i / ,i , ,..6.
.,,Y 09: L '' '. ''t , 1 < I SIGNED: its Mayor Attest its clerk
1 J
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mo\ SCOTT COUNTY SURVEYOR
' 1 ` - I /
0 U P� 6 / O n I f hb V �' " / o I 5 / / O D ,( Pursuant to Minnesota Statutes, Chapter 389.09, Subd. 1, as emended, this plat has been reviewed and approved this day of 2006.
I - %° J / O 1 By
/ \
m Scott County Surveyor
1 15
. /,•C 4 59 J _ N\ \ \ SCOTT COUNTY AUDITOR/TREASURER:
95.4
10 J —
B � 2 B _ 5<+0 - / �, I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this day of , 2006. ■
I mo -- ' 6 0 „.10- 09 / 276.68 \
N83 ° 35'04 "E 382.14 / \ T ` Signed by Deputy
■
50
T / i \ SCOTT COUNTY RECORDER:
1 I hereby certify that this plat was filed in this office this _ day of , 2006, at o'clock _ M., as Document No. .
r_ \
L- \ Scott County Recorder
I /
\ KAL,LIO Engineering LLC
aPtIgiT F I
City of Shakopee
Memorandum
TO: Julie Klima, Planner II
FROM: Joe Swentek, Project Engineer
SUBJECT: Amendment to the Final Plat — Kristal Estates Addition
PID NO.: 27- 165001 -0
CASE NO.: 12039
SUBLEDGER NO.: 112000
DATE: November 1, 2012
The application indicates a request for an amendment to the Final Plat for the Kristal Estates
Addition, a single - family (R1 -B) residential development located on Lot 1, Block 1 of the
Beckrich Park Estates Addition.
This review is preliminary, as more comments will follow with additional submittals. However,
the engineering department offers the following comments at this time for the applicant and
for the planning department:
General Conditions
The following items need to be addressed /completed prior to release of the Final Plat for
recording:
1. Execution of a Developer's Agreement, which needs to include provisions for security
for public improvements within the Final Plat and the engineering review fees.
2. Payments of Trunk Sanitary Sewer Charges need to be made, as required by the most
current City of Shakopee Fee Schedule.
3. Payments of Trunk Storm Water Charges and Trunk Storm Water Storage and Treatment
Charges need to be made, as required by the most current City of Shakopee Fee
Schedule.
4. Payment of all storm water management plan review charges need to be made, as
required by the most current City of Shakopee Fee Schedule.
H: \ENG \EMPLOYEE FOLDERS \ 15wentek\ PIat.Reviews \Kristal.Estates \FP Amendment Kristal Estates (2012) \FP Amendment (Kristal Estates) 110112.docx
Page 1 of 4
5. The applicant will pay the remaining assessment on the property or have it apportioned
among the proposed lots.
6. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be
recorded with datum on the Scott County coordinate system.
The following items need to be addressed /completed prior to approval of a grading permit
and /or a street and utility plan:
1. The applicant will obtain the necessary permission, right -of -way and /or easements to
perform all work offsite.
2. The applicant will obtain the necessary Scott County permits /approvals. Copies of these
approvals will be provided to the City.
3. The applicant will obtain a NPDES permit prior to any land disturbing activity. A copy of
this permit will be provided to the City.
4. The applicant proposes impacts to onsite wetlands and will obtain approval of a wetland
type and boundary application, a de minimis exemption and /or a wetland mitigation
plan prior to any work in the vicinity of the existing wetlands.
5. The applicant will avoid impacts to the westernmost wetland. If this is accomplished
utilizing retaining walls, no portion of any retaining wall will be allowed below the
approved high water level of the storm water basin and /or wetland, unless approved by
the City Engineer.
6. Retaining walls can be allowed in drainage and utility easements as a means to avoid
impacts to the westernmost wetland. However, the applicant will submit a detailed
private utility plan clearly showing how each lot is to be served. This plan must be
reviewed and approved by each applicable private utility company prior to submittal to
the City of Shakopee.
7. The applicant will grade the entire site, as proposed on the approved plans, in one
phase within one year from the date of approval of the grading permit application.
Grading is defined as bringing the site to the proposed finished grade with materials
deemed acceptable by the City of Shakopee engineering department, providing topsoil
per City requirements and applying seed, mulch and /or sod per City requirements and
providing an as -built record grading plan per Section 2.5 of the City of Shakopee Design
Criteria.
H: \ENG \EMPLOYEE FOLDERS\ 1Swentek\ PIat.Reviews \Kristal.Estates \FP Amendment Kristal Estates (2012) \FP Amendment (Kristal Estates) 110112.docx
Page 2 of 4
F 3
8. The applicant will raise the low floor elevations of Lots 5 and 6, Block to provide at least
three (3) feet of freeboard from the high water level of the westernmost wetland.
9. The applicant will line the proposed storm water basin with a minimum of two (2) feet
of clay up to the normal water level.
10. The applicant will provide a forebay (for sediment collection) at each flared end section
outletting to the storm water basin.
11. The applicant will provide wetland type vegetation below the approved high water level
of the storm water basin.
12. The applicant will obliterate the existing access to the property.
13.Provide a minimum offset of fourteen (14) feet from the proposed storm sewer
between SKR2 and MH1 and the northwest property corner of Lot 1, Block 1.
14.Class IV fieldstone riprap will be placed at each flared end section outletting to the
storm water basin. The riprap will be placed to the basin bottom.
15. The applicant will provide an acceptable maintenance access to the storm water basin
off of Kristal Court. This access will have reinforced turf (geogrid) from the street to the
basin bottom.
16. The applicant needs to be aware the dwelling setback requirement to the approved high
water levels of storm water basins and wetlands as set forth in Section 10, Subdivision
5.A.1 of the City of Shakopee Design Criteria includes decks. The design of Lots 1 and 6
of Block 1 may be need to be revised.
17. The applicant will provide radii of fifty (50) feet to the back of curb and gutter entering
the cul -de -sac.
18. The applicant will provide a landscaping plan in compliance with the most recent version
of the City of Shakopee's Easement Fencing and Landscaping Policy.
The following items need to be addressed /completed prior to issuance of a building permit:
1. Record plans will be provided per the City of Shakopee Design Criteria, Section 2.5 and
Section 11.2 (A -L). The record plans will be submitted to the engineering department.
Final Plat Conditions
H: \ENG \EMPLOYEE FOLDERSVSwentek\ Plat.Reviews\ Kristal .Estates \FP Amendment Kristal Estates (2012) \FP Amendment (Kristal Estates) 110112.docx
Page 3 of 4
The following items need to be addressed /completed prior to release of the Final Plat for
recording:
1. Right -of -way, in the form of sight triangles fifteen (15) feet in dimension, will be
provided at Kristal Court and County Road 79 (Townline Avenue) intersection.
2. Easements will be shown on the Final Plat as approved by the City Engineer. They will
include, but are not be limited to, the following:
• Minimum drainage and utility easements for public sanitary sewer and storm sewer
will be dedicated per the City of Shakopee Design Criteria, Section 10.1 (A -D). The
easements need to be centered along the public utility alignments.
• Provide a minimum of forty -two (42) feet of drainage and utility easement centered
on the proposed sanitary sewer between Lots 4 and 5 of Block 1.
• Provide additional easement to encompass drainage across Lot 3, Block 1.
Storm Water Management Plan Review
The applicant has submitted a storm water management plan that was reviewed by engineering
staff and WSB & Associates, Inc. Please see the attached memorandum from Earth Evans dated
October 29, 2012. The applicant will need to obtain final approval of the plan prior to issuance
of a grading permit.
Recommendation
Engineering staff recommends approval of the amendment to the Final Plat subject to the
conditions referenced above being addressed /completed by the applicant.
H: \ENG \EMPLOYEE FOLDERS U Swentek\ PIat.Reviews \Kristal.Estates \FP Amendment Kristal Estates (2012) \FP Amendment (Kristal Estates) 110112.doa
Page 4 of 4
WSB
Infrastructure • Engineering • Planning • Construction 701 Xenia Avenue South
4 Associates. Inv. Suite #300
Minneapolis, MN 55416
Tel: 763 541 -4800
Fax: 763 541 -1700
Memorandum
To: Joe Swentek, Project Engineer
City of Shakopee
From: Earth Evans, P.E.
Water Resources Project Manager
WSB & Associates, Inc.
Date: October 29, 2012
Re: Kristal Estates
Preliminary Stormwater Management Plan Review
WSB Project No. 1381 -06
We have completed a preliminary review of the stormwater management plan for Kristal Estates
in Shakopee, MN. The site is located east of County Road 79 and south of Hillwood Estates
development. The stormwater management plan is in general conformance with the City
requirements for rate control and water quality treatment. It is my understanding that the
infiltration requirement will not apply to this development. The stormwater analysis and plans
will require modifications to address minor issues outlined later in this review.
The development plans have been previously reviewed on 6/21/06. Documents provided for the
current review include the following:
• Stormwater Management Plan prepared by Kallio Engineering including HydroCAD
calculations, dated September 26, 2012
• Existing and Proposed Drainage Maps
• Construction Plans dated September 26, 2012
These plans were reviewed for general conformance with the City of Shakopee's Stormwater
Design Criteria, Ordinance No. 807, and general engineering practices for stormwater
management. Based on this review, we offer the following comments and observations for your
consideration:
1. The review completed in 2006 indicated surveyed invert elevations of the culvert that
drains the wetland west of County Road 79 (invert elevation west end 895.87, invert
elevation east end 893.95). The existing and proposed models should be revised to
reflect these invert elevations unless modifications have been made to the culvert
crossing since the previous review.
2. The proposed house on Lot 6 should have a lowest entry level at least 3 feet above the
anticipated 100 -year high water level of the adjacent wetland.
Kristal Estates
Stormwater Management Review
City of Shakopee
Page 2 of 2
3. The proposed pond outlet is connected to the existing structure 5800 as recommended in
the previous review. The development meets the allowable discharge rate into this
existing system. The development also meets the City's rate control requirement.
4. The development meets the water quality treatment requirement. The site is not required
to meet the City's current infiltration requirement as volume management was not
required when the development was originally submitted.
5. Emergency overflow (EOF) modifications are recommended as follows:
a. The Pond EOF is shown at 888.2 which is below the rim of the overflow structure
grate of 888.5. The EOF should be raised to force overflow into the storm sewer
system prior to traveling overland. A minimum of one foot of freeboard from the
EOF to the low opening of Lot 1 is required.
b. The wetland EOF elevation of 895.0 should be incorporated into the model. The
model currently reflects an 895.2 HWL, which would result in discharge over the
EOF during the 100 -year event. The EOF should be raised to provide a minimum
of 0.5 -feet of separation to the 100 -year HWL, while maintaining 1 -foot of
freeboard to the low opening of Lot 6.
6. The storm sewer pipe slope from structure CB -3 to FES -2 that discharges into the pond
should be flattened to reduce velocities into the pond to less than 6 fps. Currently the
velocity is 11 fps.
7. The plans show a 12 -inch orifice outlet from the pond and the model reflects a 13 -inch
orifice. The plans data and model input should match.
8. Adequate drainage and utility easements have been provided. A drainage and utility
easement is required around the pond and wetland to the 100 -year HWL.
9. A permit from the County will be required for extending the 18" culvert south of the
development.
This completes my review of the Kristal Estates stormwater management plan and preliminary
construction plans. If you have any questions or comments do not hesitate to contact me.
Oct. 29. 2012 10: 30AM No. 3195 P. 3
owiarr G-
SHAKOPEE PUBLIC UTILITIES COMMISSION
"Lighting the Way - Yesterday, Today and Beyond"
MEMORANDUM
TO: Shakopee Community Development Department
/
FROM: Joseph D. Adams, Planning and Engineering Director
SUBJECT: STAFF REVIEW RECORD COMMENTS for:
Amendment to Final Plat of Kristal Estates
CASE NO: 12039
DATE: 10/29/12
COMMENTS:
Municipal water service is available subject to our standard terms and conditions. These
include, but are not limited to: installing a lateral water main distribution system in
accordance with utility policy, paying the associated inspections costs, granting any
necessary easements, paying the Trunk Water Charge, and paying the Water Connection
Charge.
Underground electric service is available subject to our standard terms and conditions.
These include, but are not limited to: entering into an Underground Distribution
Agreement, granting any necessary easements, and paying the associated fees.
Street Lighting installation is available subject to our standard terms and conditions.
These are contained in the current City of Shakopee Street Lighting Policy. Applicant
must pay the associated fees.
Applicant should contact Shakopee Public Utilities directly for specific requirements
relating to their project.
Post Office Box 470 • 255 Sarazin Street • Shakopee, Minnesota 55379 -0470
(952) 445 -1988 • Fax (952) 445 -7767
www.shakopeeutilities.com