HomeMy WebLinkAbout12.A.1. Final Plat of Riverside Bluffs Third Addition-Res. No. 7021 i • A,
CITY OF SHAKOPEE
Memorandum
CASELOG NO.: 10 -016
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: Mark Noble, Planner II
SUBJECT: Final Plat of Riverside Bluffs Third Addition
MEETING DATE: July 6, 2010
REVIEW PERIOD: May 28, 2010 — September 24, 2010
DISCUSSION
Mattamy Homes submitted an application on May 28 requesting final plat approval of Riverside Bluffs
Third Addition, proposed for property north of Eagle Creek Blvd. and generally west of Foothill Trail. The
plat, as currently proposed, contemplates the replatting of 6 single family lots. The preliminary plat was
approved on September 6, 2005, the First Addition of the final plat was approved on September 5, 2006, and
the Second Addition of the final plat (which included these lots) was approved on July 7, 2009.
As part of the Riverside Bluffs Second Addition, these lots were conditioned on receiving approval from the
property owner to the West granting permission and dedicating easements necessary to grade and located
utilities in the back yards of these lots. The developer has been unsuccessful with receiving this approval;
therefore, they proposed changes to the final grades and utilities for these six (6) lots and have requested
approval of the Riverside Bluffs 3 Addition (see attached applicant narrative).
Staff received comments from City Engineering, Scott County Public Works, Parks, Recreation, and Natural
Resources Director, and SPUC. Staff has incorporated the comments and conditions into the draft resolution.
ALTERNATIVES
1. Approve Resolution No. 7021, a resolution approving the Final Plat for Riverside Bluffs Third Addition.
2. Approve Resolution No. 7021, a resolution approving the Final Plat for Riverside Bluffs Third Addition,
with revisions.
3. Direct staff to prepare a resolution of denial of the Final Plat for Riverside Bluffs Third Addition for
action at the Council's next meeting.
4. Table a decision and request additional information from staff and/or the applicant.
VISIONING RELATIONSHIP
Action on these requests relates to Goal D: "Vibrant, resilient and stable"
ACTION REQUESTED
Offer a motion to approve Resolution No. 7021, a resolution approving the Final Plat for Riverside Bluffs
Third Addition, and move its adoption.
Mar Noble Pl. • er II
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RESOLUTION NO. 7021
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE FINAL
PLAT OF RIVERSIDE BLUFFS THIRD ADDITION
WHEREAS, Mattamy Homes, applicant and property owner, has made application for final
plat approval of Riverside Bluffs Third Addition; and
WHEREAS, the subject properties are legally described as:
Lots 1 thru 6, Riverside Bluffs Second Addition
WHEREAS, the Shakopee Planning Commission conducted public hearings on the
preliminary plat on April 7, April 21, and May 5, 2005; and
WHEREAS, all required public notices regarding the public hearing were posted and sent; and
WHEREAS, the Shakopee Planning Commission had recommended denial of the requested
preliminary plat; and
WHEREAS, the City Council reviewed the preliminary plat request at its meetings of June 21,
August 16, and September 6, 2005; and
WHEREAS, the City Council reviewed the final plat request at its meeting on July 6, 2010.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF SHAKOPEE, MINNESOTA, THAT THE FINAL PLAT FOR RIVERSIDE BLUFFS
THIRD ADDITION IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS:
I. The following procedural actions must be completed prior to approval of a grading
permit and/or a street /utility plan:
A. No public improvements (site grading and street and utility) shall be constructed
until the City Engineer and the Shakopee Public Utilities Commission (SPUC)
approves the required Final Construction Plans and Specifications.
B. The applicant shall submit a revised landscaping plan in compliance with the
most recent version of the City of Shakopee's Easement Fencing and
Landscaping Policy.
C. The applicant shall install sod the full width of the drainage and utility easement
encompassing the storm sewer from CB 5002 to CB 5001 to the end of the storm
sewer lateral.
D. The applicant shall provide engineered plans, specifications, details and other
pertinent information for the retaining walls and ornamental fencing.
E. The applicant shall contact SPUC to discuss details concerning the proposed
storm sewer crossing an existing watermain at the west end of Oakridge Trail, in
order to meet requirements for separation.
II. The following procedural actions must be completed prior to the recording of the
Final Plat:
A. Approval of title by the City Attorney.
2
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B. Execution of a Developer's Agreement, which needs to 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.
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. 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.
5. Street construction, sidewalks, trails and retaining walls shall be
constructed by the developer, consistent with the City Engineering
requirements.
C. An escrow, Cash, in an amount to be determined by the City Engineer, shall be
provided for the future extension of the storm sewer lateral from CB 5001 to the
west property line. The timing for extension of the storm sewer lateral shall be at
the discretion of the City.
D. An escrow, Cash, in an amount to be determined by the City Engineer, shall be
provided to allow the City to modify any grading or utility work to insure that
adequate drainage patterns are maintained when the property to the west
develops.
E. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat
to be recorded with datum on the Scott County coordinate system.
F. In order to provide Lots 1 -6 with usable rear yards and to reduce the likelihood of
future encroachments into drainage and utility easements, the applicant agrees to
limit building /structure depths on each lot so as to provide a minimum of twenty
(20) feet of unencumbered yard from the edge of the drainage and utility
easements to the edge of any building /structure.
G. Easements shall be shown on the Final Plat as approved by the City Engineer.
They shall include, but are not be limited to, the following:
1. Minimum drainage and utility easements for public storm sewer shall be
dedicated per the City of Shakopee Design Criteria, Section 10.1 (A -D).
The easements shall be centered along the public utility alignments.
2. For the storm sewer in the rear of Lots 1 -2, provide a minimum of forty -
nine (49) feet of drainage and utility easement, centered on the utility
alignment. Denote the dimension on the plat drawing.
3. For the storm sewer in the rear of Lots 3 -4, provide a minimum of thirty-
one (31) feet of drainage and utility easement, centered on the utility
alignment. Denote the dimension on the plat drawing.
4. For the storm sewer in the rear of Lot 5, provide a minimum of twenty
(20) feet of drainage and utility easement, centered on the utility
alignment. Denote the dimension on the plat drawing.
3
H. Temporary street signs shall be provided prior to issuance of building permits,
and shall remain until such time that permanent street signs are installed.
III. The following items need to be addressed /completed prior to issuance of a building
permit:
A. Record plans shall be provided per the City of Shakopee Design Criteria, Section
2.5 and Section 11.2 (A -L). The record plans shall be submitted to the City
Engineering Department.
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. 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 shall verify that the tree replacement plan is part of the overall plat
tree replacement plan. There were 20 trees proposed in the back yards of these 6
lots, as identified on the previously approved landscape plan. A new landscape
plan shall be submitted to show these 20 trees located outside of the drainage and
utility easements in these back yards, or relocated to an acceptable location as
approved by the Parks, Recreation and Natural Resources Director.
E. The applicant shall not plant ash trees (Fraxinus sp.) on the site due to the threat
of Emerald Ash Borer.
F. The applicant shall meet the city's woodland management ordinance
requirements.
G. The applicant shall ensure that at least every third tree planted along the streets
should be of a different species to diversify the tree plantings.
Adopted in session of the City Council of the City of Shakopee, Minnesota,
held this day of , 2010.
Mayor of the City of Shakopee
ATTEST:
City Clerk
4
`> Stonebrooke
"' Engineering Responsible Solutions"
a 12467 Boone Ave, Ste 1 Savage, MN 55378
0 952 402 9202 f 952 403 6803
w stonebrookeengi neeri ng.com
City of Shakopee May, 24 2010
129 Holmes Street South
Shakopee, MN 55379
952- 233 -9348
RE: Amended Plat of Lots 1 -6, Block 4 Riverside Bluffs Second Addition
Dear Mr. Noble,
As part of the acceptance to Riverside Bluffs Second Addition, the City of Shakopee approved the Final Plat provided
that no building permits would be issued for Lotl, Block 1 and Lots 1 -7, Block 4. These lots would be granted
building permits once the owner of the adjacent property to the West granted permission and dedicated the appropriate
easements needed to complete the grading/utility improvements along these lots. Riverside Bluffs Second Addition
was approved under Resolution No. 6916, I.(C.) which states that; The applicant shall grade the entire site, as proposed
on the submitted plans, in one phase within one year from the date of approval of the grading permit application.
Grading will be defined as bringing the site up 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 grading plan per Section 2.5 of the City of Shakopee Design Criteria.
Due to the fact that the proposed development plans for the adjacent site have been denied and Mattamy Homes has
been unsuccessful in their attempt to obtain construction easements from the adjacent property owner. Mattamy is
requesting approval for modifications to the Riverside Bluffs plans that will eliminate impacts to the adjacent property.
These changes include modifications to the approved grading plans as well as modifications to the proposed building
pad widths. Below is a summary of these changes:
L1B1 LIB4 L2B4 L3B4 L4B4 L5B4 L6B4 L7B4
Existing Walkout Lookout Walkout Walkout Lookout Lookout Lookout Lookout
Proposed Walkout Flat Flat Flat Flat Flat Flat Flat
Proposed building pads depths will be changed from 55' to 45'. An 8' wide drainage swale will convey drainage at a 2
percent grade to the south and a catch basin will be added on the lot line between lots 4 and 5. Furthermore a 15 inch
storm sewer pipe will be extended to the adjacent property to provide for a future connection if needed. Lot 1, Block 1
will be modified to allow only the northeast corner of the proposed home to walkout.
Mattamy homes is requesting to Amended the Riverside Bluffs Plat to reflect the above changes affecting Lots 1 -6,
Block 4 Riverside Bluffs Second Addition in order to comply with Resolution No. 6916.
If you have any questions or nee clarification of these comments, please contact us at (952) 402 -9202.
, e� - ign Engineer
shawnb @stonebrookeengineering.com
JUN -28 -2010 08 :08 SHAKOPEE PUBLIC UTILITIES 9524457767 P.05
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:
Final Plat of Riverside Bluffs 3 Addition
CASE NO: 10016
DATE: 6/25/10
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, 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.
Note: New storm sewer crossing existing watermain at west end of Oakridge Trail
to meet requirements for separation. Contact SPUC for details.
Post Office Box 470. 255 Sarazin Street • Shakopee, Minnesota 55379 -0470
(952) 445 -1988 • Fax (952) 445 -7767
www.shakopeeutilities.com
TOTAL P.05
City of Shakopee
Memorandum
TO: Mark Noble, Planner 11
FROM: Joe Swentek, Project Engineer
SUBJECT: Final Plat — Riverside Bluffs 3 Addition
LOCATION: Lots 1 -6, Block 4 of the Riverside Bluffs 2 " Addition
CASE NO.: 10016
DATE: June 29, 2010
The application indicates a request for a Final Plat review of six (6) previously platted residential
(R -1B) lots in the Riverside Bluffs 2 Addition. The lots being "re- platted" are Lots 1 -6 of Block
4.
The reason for the request is the developer's inability to obtain the appropriate easements
from the property owner to the west. These easements are necessary to perform the offsite
grading and adjacent utility installation to accommodate the Riverside Bluffs 2 Addition
design.
The Riverside Bluffs 3 Addition design proposes to eliminate the grading on the property to
the west, thus shifting the resulting slopes, drainage swale and storm sewer alignment to the
east. It also reduces the building pad depths and changes the housing styles from lookouts and
walkouts to ramblers.
It should be noted specific conditions concerning Lot 1 of Block 1 and Lots 1 -7 of Block 4 appear
in the resolution of approval for the Riverside Bluffs 2 Addition. They are as follows:
• The applicant needs to obtain an easement prior to performing the grading
improvements and storm sewer improvements on the property to the west of the
subdivision. These improvements will need to be completed by the applicant and
formally accepted by the City prior to issuance of any building permits on Lot 1 of Block
1 and Lots 1 -7 of Block 4.
• For the storm sewer from CB 5000 to CB 5001, provide a minimum of ten (10) feet of
drainage and utility easement to the west of the utility alignment. The drainage and
utility easement needs to be dedicated to the City prior to issuance of any building
permits on Lots 1 -7 of Block 4.
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• For the storm sewer from CB 5001 to CB 5002, provide a minimum of twenty -eight (28)
feet of drainage and utility easement to the west of the utility alignment. The drainage
and utility easement needs to be dedicated to the City prior to issuance of any building
permits on Lots 1 -7 of Block 4.
This review is preliminary, as more comments are to follow with additional plan submittals.
However, I offer 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. An escrow, in an amount to be determined by the City Engineer, needs to be provided
for the future extension of the storm sewer lateral from CB 5001 to the west property
line.
3. An escrow, in an amount to be determined by the City Engineer, needs to be provided
to allow the City to modify any grading or utility work to insure that adequate drainage
patterns are maintained when the property to the west develops.
4. Provide electronic files (AutoCAD and Adobe Acrobat formats) of the Final Plat to be
recorded with datum on the Scott County coordinate system.
5. In order to provide Lots 1 -6 with usable rear yards and to reduce the likelihood of future
encroachments into drainage and utility easements, the applicant agrees to limit
building /structure depths on each lot so as to provide a minimum of twenty (20) feet of
unencumbered yard from the edge of the drainage and utility easements to the edge of
any building /structure.
The following items need to be addressed /completed prior to approval of a grading permit
and /or a street and utility plan:
1. No public improvements (site grading and street and utility) will be constructed until the
City Engineer and the Shakopee Public Utilities Commission (SPUC) approves the
required Final Construction Plans and Specifications.
2. The applicant needs to submit a revised landscaping plan in compliance with the most
recent version of the City of Shakopee's Easement Fencing and Landscaping Policy.
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3. The applicant will need to install sod the full width of the drainage and utility easement
encompassing the storm sewer from CB 5002 to CB 5001 to the end of the storm sewer
lateral.
The following items need to be addressed /completed prior to issuance of a building permit:
• Record plans need to be provided per the City of Shakopee Design Criteria, Section 2.5
and Section 11.2 (A -L). The record plans need to be submitted to the engineering
department.
Final Plat Conditions
The following items need to be addressed /completed prior to release of the Final Plat for
recording:
1. Easements need to be shown on the Final Plat as approved by the City Engineer. They
shall include, but are not be limited to, the following:
• Minimum drainage and utility easements for public storm sewer need to 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.
• For the storm sewer in the rear of Lots 1 -2, provide a minimum of forty -nine (49)
feet of drainage and utility easement, centered on the utility alignment. Denote the
dimension on the plat drawing.
• For the storm sewer in the rear of Lots 3 -4, provide a minimum of thirty -one (31)
feet of drainage and utility easement, centered on the utility alignment. Denote the
dimension on the plat drawing.
• For the storm sewer in the rear of Lot 5, provide a minimum of twenty (20) feet of
drainage and utility easement, centered on the utility alignment. Denote the
dimension on the plat drawing.
• For the proposed drainage Swale, provide a minimum of ten (10) feet of drainage
and utility easement to the east of its centerline.
Recommendation
Should the City choose to approve the Final Plat request, engineering staff recommends the
approval be subject to the conditions listed above being addressed /completed by the applicant.
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PLOT DRIVER: SEI 11x17.plt PEN TABLE: C -00183 planset. tbl USER: sbloch
PLOT DATE: 5/24/2010 11:20:28 AM FILE: s:lprojectslclvil10183 mattamy _homeslc- 001831des/gnlsheetslC -00183 tsh.dgn MODEL: WEST OPT70N
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