HomeMy WebLinkAbout14.B. Preliminary and Final Plat of Dean Lakes 5th Add'n and Amendment to PUD-Res. No. 6345
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CITY OF SHAKOPEE
Memorandum
CASE LOG NO.: 05-111
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: Julie Klima, Planner II
SUBJECT: Preliminary and Final Plat of Dean Lakes Fifth Addition and
Amendment to Dean Lakes Planned Unit Development (PUD)
MEETING DATE: December 14, 2005
REVIEW PERIOD: September 22,2005 - January 20, 2006
Site Information
Applicant: Ryan Companies
Property Owner: Ryan Companies
Location: South ofHwy 169, East ofCSAH 83 and North of Dean Lakes Blvd.
Current Zoning: Business Park (BP)/ PUD Overlay
Adjacent Zoning: North; Business Park (BP)
South: Medium Density Residential (R2)
East: Business Park (BP)
West: Business Park (BP)/Medium Density Residential (R2)
MUSA: The site is within the MUSA boundary.
CONSIDERATIONS
Ryan Companies has made application for preliminary plat and final plat approval of Dean
Lakes Fifth Addition, as well as, an amendment to the Planned Unit Development (PUD) for
the site. The proposed development is located south ofHwy. 169, east ofCSAH 83 and
north of Dean Lakes Blvd. The subject site is a portion ofthe overall Dean Lakes PUD.
The application for amendment to the PUD addresses the requests for parking setback
variations and to allow lots without street frontage. Please reference the attached November 3
and December 8 Planning Commission reports for additional information regarding the PUD
amendment and plat applications.
1
The Planning Commission reviewed the preliminary plat and PUD at its November 3 and
December 8 meetings. Copies of the Planning Commission memorandums have been
attached for the Council's reference.
At the December 8 meeting, the Commission recommended approval, by a 4-1 vote, of the
requests subject to the conditions contained in Resolution No. 6345.
The final plat is in substantial conformance with the proposed preliminary plat.
ALTERNATIVES
1. Approve Resolution No. 6345, approving the Preliminary and Final Plat of Dean
Lakes Fifth Addition and Amendment to the PUD, subject to the conditions presented.
2. Approve Resolution No. 6345, subject to revised conditions.
3. Do not approve the PUD amendment, preliminary and final plat and direct staff to
prepare a resolution consistent with the direction of the Council.
4. Table the matter and request additional information from staff and/or the applicant.
STAFF RECOMMENDATION
Staff recommends Alternative No.1, approval of Resolution No. 6345, approving the
Preliminary and Final Plat of Dean Lakes Fifth Addition and Amendment to the PUD,subject
to the conditions presented.
ACTION REQUESTED
Offer a motion approving Resolution No. 6345, approving the Preliminary and Final plat of
Dean Lakes Fifth Addition and Amendment to the PUD, subject to the conditions presented.
and move its adoption.
h:\cc\2005\12-20\pudppfpdeanslakes5th05111.doc
2
RESOLUTION NO. 6345
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE
PRELIMINARY AND FINAL PLAT OF DEAN LAKES FIFfH ADDITION AND AN
AMENDMENT TO THE DEAN LAKES PLANNED UNIT DEVELOPMENT (PUD)
WHEREAS, Ryan Companies, applicant and property owner, has made application for
preliminary and final plat approval of Dean Lakes Fifth Addition and an Amendment to the Dean
Lakes Planned Unit Development (PUD); and
WHEREAS, the subject property is legally described as:
Outlots D and J, Dean Lakes First Addition, according to the
recorded plat thereof Scott County, Minnesota; and
WHEREAS, all notices of the public hearing for the Preliminary Plat and Pilltendment to
the Planned Unit Development were duly sent and posted and all persons appearing'at the
hearing have been given an opportunity to be heard thereon; and i
WHEREAS, the Planning Commission recommended approval of the proposed
preliminary plat and PUD Amendment with conditions; and
WHEREAS, on December 20, 2005 the City Council reviewed the proposed
preliminary and final plats, and amendment to the.PUD.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Shakopee, Minnesota that the preliminary and final plat of Dean Lakes Fifth Addition and an
amendment to the Dean Lakes Planned Unit Development (PUD) is hereby approved subject
to the following conditions;
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 Developers Agreement with provisions for security for
public improvements (watermain) within the Final Plat, 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, Trunk Sanitary Sewer Charges, security for the public
3
improvements, engineering review fees, and other fees as required
by the City's most current Fee Schedule.
5. Developer shall pay existing levied special assessments or may
request with the application for the final plat, that special
assessments be reapportioned against new lots. If request is
approved, developer shall pay the current fee for reapportioning
assessments and agree to the City Engineers reapportionment.
6. The applicant shall obtain the necessary approvals/permits for
proposed improvements within the City of Shako pee's right-of-way
and drainage and utility easements priorto construction.
C. 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. Provide a minimum of 30 feet of drainage and utility easement,
centered on the existing storm sewer (connecting the store water
basins in OutlotM and Outlot L) in Lots 2 of Block 1.
2. Provide a minimum of 30 feet of drainage and utility easement,
centered on the existing storm sewer (connecting the storm water
basin in Outlot L and Outlot K), in Lot 3, Block I.
3. Provide a minimum of 10 feet of drainage and utility easement
along the interior of all Block 1 lot lines adjacent to outlots and
conservation easements.
4. Provide a minimum of ten (10) feet of drainage and utility easement
along the interior of al.l Block 2 lot lines adjacent to outlots and
conservation easements.
5. The applicant shall provide the City of Shakopee with an easement,
for the purposes of access from Dean Lakes Boulevard through
Block 2 to the eastern most portion of Lot 6, Block 2.
D. The survey data (length and bearings) shall be shown for each lot.
E. Shall provide electronic (Auto CAD) files of the Final Plat to the
Engineering Department.
F. The applicant shall work with City staff to eliminate parking from within
the drainage and utility easement along the West property line of Lot 1,
Block 2 (due to an existing trunk sanitary sewer main and existing trunk
watermain).
G. The applicant shall work with city staff to eliminate the proposed retaining
walls along the southern most and southeastern most property lines of Lot
7, Block 2 (due to the close proximity to Outlot E, a conservation easement
containing an existing wetland and an existing nature trail to the East).
H. The previously dedicated drainage and utility easement encompassing the
existing wetland in Lots 6 and 7, Block 2, shall be placed in an outlot. This
outlot shall be subject to a conservation easement that the applicant will
record, and which will protect the property from development in
perpetuity.
I. The applicant shall obtain the necessary approval/permits for proposed
improvements within the Minnegasco pipeline easement (as per document
no. 62189) prior tq vonstruction.
4
J. The applicant shall obtain the necessary approvaVpermits for proposed
improvements within the Xcel Energy easement (as per document no.
1 I 7544) prior to construction.
K. The applicant shall obtain the necessary approvals/permits for proposed
improvement within the MnDOT right-of-way prior to construction.
L. The applicant shall obtain the necessary approvals/permits for proposed
improvements within the City of Shako pee's right-of -way and drainage
and utility easements prior to construction.
M. All proposed sanitary sewer and storm sewer shall be private. The
.. ~ applicant shall provide suitable easements for access to all adjacent
properties utilizing the private sewer system. The easements shall be
approved by the City prior to the recording of the plat. Maintenance of
these utilities shall be the responsibility of the applicant.
N. The applicant shall obtain the necessary approvaVpermits for proposed
improvements within all private utility easements prior to construction.
O. The applicant shall verify the location of the outermost electrical
transmission lines located in Lots 3, 4, and 5, Block I. A drawing showing
the location and the easement as it relates to all proposed structures shall be
submitted to the City.
P. The applicant shall make all modifications to their proposed site plan, as
required by the City of Shakopee, to comply with the storm water
management plan approved with the Dean Lakes I st Addition.
Q. The applicant shall be required to obtain a NPDES permit prior to any land
disturbing activity.
R. If the variations for parking lot setbacks are approved, the applicant shall
be required to enter into an encroachment agreement with the City for all
parking lots located within the drainage and utility easements containing
public utilities.
S. The applicant shall work with the City of Shakopee staff to realign
driveways to provide adequate separation from existing above ground
public utilities/appurtenances.
T. A document shall be executed for the new easement for the replacement
pipeline installed in 2004, as requested by CenterPoint Energy.
U. The drawing shall be revised to accurately show the gas main existing
location change.
V. The drawing shall be revised to reflect the 10 foot electric easement being
clear from the gas easement. The underground electric was installed per
Ryan Companies staking of the easement limits. Any corrections shall be
at Ryan Companies expense.
II. Following approval and recording of the final plat, the following conditions
shall apply;
A. The variation to allow lots without street frontage shall be approved for Lots 5
and 6, Block 2 subject to an easement for access being executed.
B. A variation is approved to allow a front yard parking setback of 30 feet for
Lots 1 and 5, Block I, subject to the following conditions:
5
1. The applicant shall construct a 3.5 foot berm within the setback area for
screening purposes.
2. The landscaping plan for the 3.5 foot berm shall meet or exceed
ordinance requirements for screening, and shall be subject to approval
by City staff.
3. The building setback on Lots 1 and 5, Block 1 shall be increased. from
the required fifty (50) feet to a minimum of seventy-five (75) feet.
4. Loading docks for building in this plat shall be oriented away from any
adjoining rights-of-way.
C. No portion of a parking lot shall be'located within the drainage and utility
easements along the frontages of Lots 1 - 4, Block 2.
D. The variation request to allow side and rear parking setbacks of 0 feet shall be
denied along the west property line of Lot 1, Block 2 and the southern most
and southeastern most property lines of Lots 6 and 7, Block 2.
E. The variation to allow a rear yard parking setback from 30 feet to 7 feet for
Lots 1-6, Block 2 shall be denied due to an existing trunk sanitary sewer main.
F. The applicant shall provide an average impervious surface percentage for each
separate block, providing the results comply with the storm water management
plan approved with the Dean Lakes 1 st Addition. The averages are separated
by block since each block drains to a separate storm sewer system.
G. Building construction, sewer, water service, fire protection and access will be
reviewed for code compliance at the time of building permit application(s).
H. Construction debris shall be contained. Any windblown construction debris
shall be collected weekly.
I. The developer and/or their assigns shall be responsible for any required or
desired noise mitigation measures.
J. The developer and/or their assigns shall be responsible for the maintenance of
all areas held in common ownership.
K. Installation of sanitary sewer and storm sewer systems in accordance with the
requirements ofthe Design Criteria and Standard Specifications ofthe City of
Shakopee.
L. No public improvements shall be constructed until the City Engineer and the
Shakopee Public Utility Commission approve the Final Construction Plans and
Specifications.
M. Temporary street signs shall be provided until such time that permanent street
signs are installed.
Adopted in regular session of the City Council of the City of Shakopee, Minnesota,
held the _ day of . 2005.
Mayor of the City of Shakopee
ATTEST:
City Clerk
6
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CITY OF SHAKOPEE
Memorandum
TO: 8hakopee Planning Commission
FROM: Julie Klima, Planner II
SUBJECT: Dean Lakes Fifth Addition Preliminary Plat and Planned Unit
Development (PUD) Amendment
MEETING DATE: December 8, 2005
REVIEW PERIOD: September 22,2005 to JaJ.?uary 20,2006
CASELOGNO.: 05-111
DISCUSSION
At its November 3 meeting, the Planning Commission continued the public hearing on
this item to allow additional time for the applicant to address the following issues:
. Provision ofthe required 50 foot parking setback along Coneflower Lane; and
. The wetland area in Block 2 be designated as an outlot.
Please find attached for your reference, a copy of the November 3 memorandum to the
Planning Commission.
Also attached to this report is communication dated November 28 from the applicant. In
this letter, Ryan Companies provides responses to the issues identified above. ill
summary, Ryan states that they are unable to designate the wetland area as an outlot
because of the existing mortgage on the site. Ryan is willing to record a conservation
easement over the area. The Commission should discuss whether, under the
circumstances, the Commission feels an easement will suffice.
With regard to the parking setback along Coneflower Lane, the applicant states that
providing the 50 foot required setback would result in an unacceptable loss of potential
developable area. Please see communication from Ryan for additional details on this
issue. The applicant is proposing that they be allowed the 30 foot parking setback with
the provision of3.5 foot landscaped berm and increase of building setback from 50 to 75
feet.
The letter from the applicant addresses a concern that they perceive as a
misunderstanding between staffand the applicant. It is clear that the PUD approval in
2003 did not approve variances for the business park area (a statement which the
applicant concurs with). The applicant's letter is silent on the provision in City Code
(Section 11.50, Subd. 5.A) which states "Except when otherwise provided in this
subdivision, applicable underlying zoning district requirements other than use
restrictions described in Subd. 3, are superseded by the approval of a pun development
plan by the City Council. The pun development plan establishes the requirements for a
pun and shall govern and take precedence over underlying zoning districts provisions
except where the pun development plan is silent as to a specific provision." Because the
PUD approval resolution is silent on any of the variations that the applicant has requested
during the development of Dean Lakes, the underlying zoning (Business Park and
Highway Business zones) standards have been applied. By contrast the applicant believes
variations from Business Park standards should be imputed from the PUD concept plan
of 2003. Of course, actual development on the site is changed from the concept plan
depiction. Staff does not believe they have the authority to vary from those standards on
an administrative level. Those variations can only be approved by the City Council.
Furthermore, the applicant has in previous applications termed this development to be a
conservation development. Reduced setbacks andincreased impervious surface
percentages seem inconsistent with the notion of a conservation development which
Dean Lakes is.
ALTERNATIVES
1. Recommend approval of the Preliminary Plat and PUD Amendment to the City
Council subject to the conditions presented in the November 3 memorandum.
2. Recommend approval of the Preliminary Plat and PUD Amendment to the City
Council subject to revised conditions.
3. Recommend denial of the Preliminary Plat and PUD Amendment to the City Council.
4. Continue the public hearing for additional information.
5. . Table the request for additional information.
RECOMMENDATION
Staff recommends approval of the preliminary plat and PUD amendment, as
recommended in the November 3 memorandum or subject to revised conditions.
ACTION REQUESTED
Offer a motion to recommend to the City Council the approval of the Preliminary Plat
and PUD Amendment, as recommended in the November 3 memorandum or subject to
revised conditions, and move its adoption.
.~~
utie ~
Planrier II
h:\boaa-pc\2005\12-08\dean lakes 5th 0511 1. doc
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RYAN COMPANIES US,'NC. IYAN
. 50 South Tenth Street, Suite 300
WWW.RYANCOMPANIES.COM Minneapolis, MN 55403.
2012
BUILDING l.4$TING RELATIONSHIPS
612-492-4000 tel
612-492-3000 fax
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November 28, 2005 L
Ms. Julie Klima
Planning Department
City Of Shakopee
129 South Holmes Street
Shakopee, MN 55379
Re: Dean Lakes 5th Addition
Dear Ms. Klima:
Thank you for taking the time to work through the revision that Ryan has made to its plans for the Dean Lakes
5th Addition submittal. In particular, I would like to thank you, Joe Swentek, and Ryan Hughs for meeting with
us on Nov. 18 to discuss the comments that were received from the Planning Commission at the Nov. 3
meeting.
As a result of those comments and our revisions, we now agree on 33 of the 35 conditions of approval that
. were identified in the original staff report. This leaves only two items for further discussion.
The first item is number I. H., which suggests that the 1.63 Ac. of land that is located within the
drainage and utility easement in the southeast portion of Block 2 be dedicated to the City as an
Outlot. At the Planning Commission on Nov. 3rd, we explained a number of the practical issues raised by that.
request, most notably the fact that the property is currently part of the legal security under a complex
mortgage loan for the project. Since then, at your request, we have contacted BNC Bank, the primary
mortgage holder at Dean Lakes, to inquire about the chances of getting that property released from the
mortgage.
Attached is a letter from Brian Whitemarsh, an officer at the bank. It indicates their inability to release that
property as security for their (oan, a position further complicated by the fact that BNC is merely the lead lender
in a group of lenders whose collective consent would be required for a release. For this reason we are simply
unable to dedicate the property to the City.
However, in the spirit of working to achieve the City's intent of preserving that area from development, we can
offer the following solution. We can try to record an easement over this 1.63 acre area that will protect it in
perpetuity. This would achieve the City's objective of protecting the land, and this we are prepared to accept
as a condition of plat approval.
The second item is number II. B., which addresses the parking lot setback from Coneflower Lane. In
its initial report, based on Ryan's initial submission, staff supported a 30 foot parking setback. On November
3rd, the Planning Commission expressed interest in a 50 foot setback, and asked Ryan and staff to work on
that issue.
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612-492-4000 tel
612-492-3000 fax
Since then we have looked hard at the impact of a 50 foot parking lot setback in that area. The area in
question is bounded to the north and west. Each foot of increased parking Jot setback from Coneflower (to
the south and east) therefore results in a foot-far-foot loss to the depth of the buildings adjacent to
Coneflower. Increasing the parking lot setback from 30 to 50 feet therefore creates two issues that effectively
make it impossible to achieve the development goal for that portion of Dean Lakes (if the plan reviewed in
November of 2003 is a reasonable reflection of that goal):
1) Losing 20 feet across the entire length of the two buildings adjacent to Coneflower Lane means
that the development capacity in that portion of Dean Lakes shrinks by 22,300 square feet. One
way to measure this loss is to note that it is essentially the size of the Open Systems project that
was completed at Dean Lakes in November. That project retained 60 to 70 jobs that could
otherwise have gone elsewhere, and approximately $3,000,000 of new commercial property is
now generating taxes that can be used to support a variety of City services. Our sincere view is
that a loss of this magnitude should only be accepted in the event that a 30 foot setback cannot
be made to create a reasonable separation.
2) Apart from the sheer loss of development capacity described above, the setback creates a true
hardship situation in which the only buildings that can be built adjacent to Coneflower are
unusually shallow (120 feet in depth). The companies to whom we market Dean Lakes typically
need buildings that are 160 or at least 140 feet deep from front-to-back. Creating a situation in
which these depths cannot be achieved would be creating the conditions for failure over a large
portion of the project. .
In the package reviewed for the overall Dean Lakes Development in November of 2003, the setback from
Coneflower Lane was 15 feet. Had we been interested purely in minimizing all setbacks in our current
application, we would have asked for formal approval of a 15 foot setback. We did not do so because the
most intelligent plan for the area did not require such a minimal setback. In the plan submitted for Planning
Commission on November 3rd of this year, we essentially doubled the requested setback from 15 to 30 feet in
that area because doing so did not cripple the resulting opportunities. But expanding the parking lot setback
by another 20 feet does eliminate the possibility of achieving the development goal for that area.
Because the impact of a 50 foot parking lot setback from Coneflower is severe, we would respectfully suggest
the following solution to the issue of securing an adequate separation between the two areas in question:
1. Enforce a minimum parking setback of 30 feet, double the 15 foot parking setback contemplated
in the plan reviewed in November of 2003;
2. Require a minimum berm height of 3.5 feet.
3. Require the developer to work with City staff to provide landscaping along the top of the berm to
provide additional screening where appropriate.
4. And finally, since the most perceptible separation occurs between the relevant buildings (rather
than between parking areas), increase the building setback in Block 1 from the minimum
ordinance standard of 50 ft to 75 ft.
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We have attached a copy of the cross-section for the 15 foot berm shown on the plans reviewed in November
of 2003. We have also created a cross-section for the 30 foot berm that we are proposing under the revised
plans for this submittal. We sincerely believe that when combined with an increased building setback of 75
feet, the .30 foot berm - with its proposed extra height and landscaping - secures the desired separation
between the commercial and residential portions of the development. If that is the case, then further
increasing the setback from 30 to 50 feet does little except make it impossible to achieve the development
projections for the area.
I'd like to finish with two general points that have at times,1 think, been the source of misunderstanding
between Ryan and City staff. Ryan Companies understands that no formal variances from standard
ordinances were granted in November and December of 2003 when the Planning Commission and
City Council reviewed the final master plan for the Dean Lakes project. Ryan was not in a position then
to request formal variances I because the implementation of the plan was yet to be determined, and so none
were granted. At the same time, we believe that the plan voted on .at that time did represent the general
agreement that all parties had reached after a lot of hard work as to the overall development goals for the
project. As we have platted the various areas of the project since, we have simply tried to maintain those
goals as best we know how. We operate within standard ordinances whenever we can, and vary only when
we feel that the overall goals of the project cannot be met without doing so. In this application, as in others,
we have actually proposed more greenspace than was proposed in the original plan, and less density.
Thank you again for taking the time to meet with us and to work through the revisions that were made to the
plans since the November 3rd meeting. We've also attached requested greenspaceand shoreland
calculations. Please feel free to call or e-mail with any questions or comments in advance of the meeting,
otherwise we took forward to seeing you at the December 8th Planning Commission meeting. We will submit
complete sets of revised plans after the meeting.
Sincerely,
Ryan Companies US, Inc.
~~
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Lee KOPPY, P.E.
Team Leader
11/28/2005 11:57 FAX 6123714388 . BNC NATIONAL BANK-CRE ~ 002/002
BNC
National Bank A S..",,,llmYllrI!NC:C\.lRP.Ino,
The-Af.4tof Financial Suc;cess~
3:3) South Seventh SrJ"~~l Sult~ ZOO Minncapoli~. MN 55402 wWw.bncbank.com Telephone: (612) 30l.2200 PAX, (612) 305-0414
November 28t 200S
Ms. Julie Klima
Planning Department
City of Shakopee
129 South Holmes Street
Shakopeel MN 55379
RE: Dean Lakes Development, Shakopee. Mn
Dear Ms. Klima:
. .
At the request of Mark Schoening, Vice President of Development with Ryan Companies
Us, me., we have reviewed a request that Ryan Companies dedicate approximately 1,7
acres of land located along the eastern edge of the project to the City of Shakopee.
Because the City did not express an interest in owning this property in late 2003, when
Ryan Companies secured financing for the project, it is currently part of the security for a
very large and complex first mortgage loan. After careful review of your request, we
have determined that our loan does not provide for the release of this property for
dedication to the City.
The. situation is further complicated by the fact that the loan is currently syndicated to a
group of participating banks whose approval would be requiredt and whose approval will
not be forthcoming.
I am sorry that we could not accommodate your request. Mr, SChoening has asked me if
we would be willing to consent to an easement over the area that would restrict it from
development in perpetuity, and we would try to accommodate that request if asked to do
so.
s~~
Brian Whitemarsh .
Senior Vice President Commercial Real Estate
G:r
Member :F!.llC (IfI,ILHOIIIIHO
LEMlIll
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CITY OF SHAKO PEE
Memorandum
TO: Shakopee Planning Commission
FROM: Julie Klima, Planner II
SUBJECT: Dean Lakes Fifth Addition Preliminary Plat .and Planned Unit
Development (PUD) Amendment
MEETING DATE: November 3, 2005
REVIEW PERIOD: September 22,2005 to January 20,2006
CASELOG NO.: 05-111
Site Information
Applicant: Ryan Companies
Property Owner: Ryan Companies
Location: South ofHwy. 169, East ofCSAH 83, and North ofCSAH 16
Current Zoning: Business Park (BP)
Adjacent Zoning: North: Highway 169
South: Business Park (BP)
West: Highway Business (B 1)
East: Business Park (BP)
Acreage: 42.11 acres
Comp Plan: Business Park
MUSA: The site is within the MUSA boundary.
Pre/iminarv Plat
Ryan Companies has submitted an application for Preliminary and Final Plat of Dean
Lakes Fifth Addition. The Planning Commission is asked to consider the Preliminary
Plat only. Final Plats are no longer reviewed by the Planning Commission. The subject
site is a portion of the overall Dean Lakes PUD previously approved by the City Council.
The specific area subject to this application is located north of Dean Lakes Blvd., south
of Highway 169. Attached, as Exhibit B, is a copy of the Overall Area Sketch for the
whole Dean Lakes project. Please note the location of the proposed Dean Lakes Fifth
Addition.
The preliminary plat proposes the creation of twelve lots from what are currently platted
as Outlots D and J, Dean Lakes First Addition. Please see Exhibit C for a copy of the
proposed preliminary plat.
I
.
Park. dedication for this developmenfwasciddIessedWith-lliefinal plat of Dean Lakes
First Addition and thus there is no outstanding park dedication to be dealt with.
The Engineering Department has provided comment which has been attached as Exhibit
D. Staff has incorporated the appropriate conditions of approval into the
recommendation contained within this report.
The Finance Department has commented that the existing special assessments shall be
reapportioned and the fee for reapportionment shall be applied.
CenterPoint Energy has commented that a document shall be executed for a new
easements for the replacement pipeline installed in 2004 and that the drawing shall be
revised to accurately show the gas main existing location change. .
Shakopee Public Utilities has commented that the 10 foot electric easement must be free
and clear of the gas easement and that the underground electric was installed per Ryan
Companies staking of easement limits. Any corrections shall be at Ryan Companies
expense.
Planned Unit Development (PUD) Amendment
The applicant has requested an amendment to the Planned Unit Development (PUD) for
the overall Dean Lakes project for the following:
1. A reduction to the front yard parking setback from 50 feet to 30 feet for Lots 1
and 5, Block 1 (the applicant is proposing to construct a 3 foot berm within the
setback area and agreeing to not provide loading dock areas oriented to the rights-
of-way);
2. A reduction to front yard parking setback from 50 feet to 15 feet for Lots 1,2,3,
and 4, Block 2 (the applicant is proposing to construct a berm within the setback
area and agreeing to not provide loading dock areas oriented to the rights~of~way),
the applicant is proposing to request a 30 foot parking setback in these areas if
. they are allowed to construct parking facilities within the easement area on the
north side of these parcels;
3. A reduction to the side yard parking and rear yard parking setback from 20 feet to
o feet for lots with shared parking and loading docks; and
4. A reduction to the rear yard parking setback from 30 feet to 7 feet for Lots 1,2,3,
4,5, and 6, Block 2.
5. The BP zoning district allows an impervious surface maximum of 80%. The
plans submitted by the applicant indicated impervious surface percentage for
Dean Lakes 5th Addition at 80.16%. In response, the applicant is requesting that
they be allowed to calculate impervious surface percentage for all properties
zoned for BP use and meet the 80% requirement, rather than meeting the
requirements. on per lot or per development (4th Addition and 5th Addition
individually).
6. A variation to allow Lots 5 and 6, Block 2 to exist without public street frontage.
2
The EngineeringdDepartmenthas provided comment that .ifthe variations are . approved
for parking setbacks that the applicant be required to enter into an encroachment
agreement with the City (please see ExhibitD for further details).
In response to Request No.2, engineering staff is recommending that no portion of a
parking lot be located within the drainage and utility easements along the frontages of
Lots 1 - 4, Block 2.
In response to Request No.3, staff is concerned that individual lots have not been
identified for this request. The request seeks to reduce setbacks on lots that have shared
parking and loading docks but since individual users are not identified at this time, final
site designs are not proposed. In addition, the proposed plan indicates variations to the
parking setback requirements, even though no formal request is made in the application.
Engineering staff is recommending denial of the proposals along the west property line of
Lot 1, Block 2 and the southern most and southeastern most property lines of Lots 6 and
7, Block 2.
In response to Request No.4, staff is recommending denial of the parking lot setback
reduction request of the northern property lines of Lots 1 through 6, Block 2 . (due to an
existing trunk sanitary sewer main).
In response to the request for impervious surf~ce coverage, staff recommends denial of
the exception to the maximum allowable impervious surface percentages set forth by City
Code due to there being no specific users defined for these lots. The applicant can work
with City staff to provide an average impervious surface percentage for each separate
block, providing the results comply with the storm water management plan approved
with the Dean Lakes 15t Addition. The averages are separated by block since each block
drains to a separate storm sewer system.
Staff has provided the following list of conditions for the Planning Commission to
consider for the PUD Amendment and Preliminary Plat of Dean Lakes Fourth Addition:
I. The following procedural actions must be completed prior to the recording of
the Final Plat:
A. Approval oftitle by the City Attorney.
B. Execution of a Developers Agreement with provisions for security for
public improvements (watermain) within the Final Plat, engineering
review fees, and any other fees as required by the City's adopted fee
schedule.
r. 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 Stonn
Water Charges, Trunk Storm Water Storage and Treatment
3
,^.
Charges, Trunk Sanitary Sewer Charges, security for the public :
improvements, engin~ering review fees, and other fees as .:.. .
"1'
required by the City's most current Fee Schedule. .'.
5. Developer shall pay existing levied special assessments or may
request with the application for the final plat, that special
assessments be reapportioned against new lots. If request is
approved, developer shall pay the current fee for
reapportioning assessments and agree to the City Engineers
reapportionment.
6. The applicant shall obtain the necessary approvals/permits for
proposed improvements within the City of Shako pee's right-of-
way and drainage and utility easements prior to construction.
C. 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. Provide a minimum of30 feet of drainage and utility easement,
centered on the existing storm sewer (connecting the store
water basins in Outlot M and Outlot L) in Lots 2 of Block 1.
2. Provide a minimum of 30 feet of drainage and utility easement,
centered on the existing storm sewer (connecting the storm
water basin in Outlot L and Outlot K), in Lot 3, Block 1.
3. Provide a minimum of 10 feet of drainage and utility easement
along the interior of all Block 1 lot lines adj acent to outlots and
conservation easements.
4. Provide a minimum. of ten (10) feet of drainage and . utility
easement along the interior of all Block 2 lot lines adjacent to
outlots and conservation easements.
5. The applicant shall provide the City. of Shakopee with an
easement, for the purposes of access from Dean Lakes
Boulevard through Block 2 to the eastern most portion of Lot
6, Block 2.
D. The survey data (length and bearings) shall be shown for each lot.
E. Shall provide electronic (Auto CAD) files of the Final Plat to the
Engineering Department.
F. The applicant shall work with City staff to eliminate parking from
within the drainage and utility easement along the West property line
of Lot 1, Block 2 (due to an existing trunk sanitary sewer main and
existing trunk watermain).
G. The applicant shall work with city staff to eliminate the proposed
retaining walls along the southern most and southeastern most
property lines of Lot 7, Block 2 (due to the close proximity to Outlot
E, a conservation easement containing an existing wetland and an
existing nature trail to the East).
H. The previously dedicated drainage and utility easement encompassing
the existing wetland in Lots 6 and 7, Block 2, shall be placed in an
outlot. This outlot shall be dedicated as a drainage and utility
4
easement and as a conservation easement. The site plan shall be
adjusted accordingly.
1. The applicant shall obtain the necessary approval/pennits for proposed
improvements within the Minnegasco pipeline easement (as per
document no. 62189) prior to construction.
J. The applicant shall obtain the necessary approval/pennits for proposed
improvements within the Xcel Energy easement (as per document no.
117544) prior to construction.
K. The applicant shall obtain the necessary approvals/pennits for
proposed improvement within the MnDOT right-of-way prior to
construction.
L. The applicant shall obtain the necessary approvals/permits for
proposed improvements within the City of Shako pee's right-of -way
and drainage and utility easements prior to construction.
M. All proposed sanitary sewer and stonn sewer shall be private. The
applicant shall provide suitable. easements for access to all adjacent
properties utilizing the private sewer system. The easements shall be
approved by the City prior to the recording ofthe plat. Maintenance of
these utilities shall be the responsibility of the applicant.
N. The applicant shall obtain the necessary approval/permits for proposed
improvements within all private utility easements prior to construction.
O. The applicant shall verify the location. of the outennost electrical
transmission lines located in Lots 3, 4, and 5, Block 1. A drawing
showing the location and the .easement as it relates to all proposed
structures shall be submitted to the City.
P. The applicant shall make all modifications to their proposed site plan,
as required by the City of Shakopee, to comply with the storm water
management plan approved with the Dean Lakes 1 st Addition.
Q. The applicant shall be required to obtain a NPDES pennit prior to any
land disturbing activity.
R. lfthe variations for parking 19t setbacks are approved, the applicant
shall be required to enter into an encroachment agreement with the
City for all parking lots located within the drainage and utility
easements containing public utilities.
S. The applicant shall work with the City of Shakopee staff to realign
driveways to provide adequate separation .from existing above ground
public utilities/appurtenances. .
T. A document shall be executed for the new easement for the
replacement pipeline installed in 2004, as requested by CenterPoint
Energy.
D. The drawing shall be revised to accurately show the gas main existing
location change.
V. The drawing shall be revised to reflect the 10 foot electric easement
being clear :from the gas easement. The underground electric was
installed per Ryan Companies staking ofthe easement limits. Any
corrections shall be at Ryan Companies expense.
5
if... .. FoUowiiigapp-rovalancfrecordiiigor.tliefiiiarpIit,the"followirig ... ._._. .._m_.
conditions shall apply;
A. The variation to allow lots without street frontage shall be
approved for Lots 5 and 6, Block 2 subject to an easement for
access being executed.
B. A variation shall be approved to allow a front yard parking setback
of30 feet for Lots 1 and 5, Block 1, subject to the construction ofa
3 foot berm within the setback area and no loading dock areas shall
. . be oriented to the rights-of-way.
C. No portion of a parking lot shall be located within the drainage and
utility easements along the frontages of Lots 1 - 4, Block 2.
D. The variation request to allow side and rear parking setbacks of 0
feet shall be denied along the west property line of Lot 1, Block 2
and the southern most and southeastern most property lines of Lots
6 and 7, Block 2.
E. The variation to allow a rear yard parking setback from 30 feet to 7
feet for Lots 1-6, Block 2 shall be denied due to an existing trunk
sanitary sewer main.
F. The applicant shall provide an average impervious surface
percentage for each separate block, providing the results comply
with the storm water management plan approved with the Dean
Lakes 1 st Addition. The averages are separated by block since
each block drains to a separate storm sewer system.
G. Building construction, sewer, water service, fire protection and
access will be reviewed for code compliance at the time of
building penmtapplication(s).
H. Construction debris shall be contained. Any windblown
construction debris shall be collected weekly.
1. The developer and/or their assigns shall be responsible for any
required or desired noise mitigation measures.
J. The developer and/or their assigns shall be responsible for the
maintenance of all areas held in common ownership.
K. Installation of sanitary sewer and storm sewer systems in
accordance with the requirements of the Design Criteria and.
Standard Specifications of the City of Shakopee.
L. No public improvements shall be constructed until the City
Engineer and the Shakopee Public Utility Commission approve the
Final Construction Plans and Specifications. .
M. Temporary street signs shall be provided until such time that
permanent street signs are installed.
Alternatives
1. Recommend approval of the Preliminary Plat and PUD Amendment to the City
Council subject to the conditions presented.'
6
....... .........."..~.. . .......... . .......... .............. .......... .. ...."....... .......... . ..-... . ..... ...
. .i.--Recomrn.end-approvaCofthe Preliminary Plat and PUD Amendment to the City
Council subject to revised conditions.
3. Recommend denial of the Preliminary Plat and PUD Amendment to the City Council.
4. Continue the public hearing for additional information. .
5. Table the request for additional information.
Recommendation
Staff recommends approval of the preliminary plat and PUD amendment, as
.- . - -.--.-clo.-----.--15'-...-rr.-...-..-.-.-d..--...-d.t' . ------..--
retbfififien e or su ~ec 0 reVIse con I Ions.
Action Requested
Offer a motion to recommend to the City Council the approval of the Preliminary Plat
and PUD Amendment, as recommended or subject to.revised conditions, and move its
adoption.
,....
.~
./
,.-
h:\boaa-pc\2005\11~03\deanlakes5th05111.doc
7
Shakopee - Location Maps Page 1 of 1
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COMMUNmPRlDaSlNCJl:lllS1 S c:J Zoning Boundary
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Preliminary Plat, Final Plat and
Planned Unit Development
Amendment for Dean Lakes 5th
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MINNESOTA
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AReA SUMMARY AReA SUMMARY ARE'A SUMMARY AREA SUMMARY AReA SUMMARY
DeAN LAKE'S FIRST ADDITION DEAN I.AKES SECOND ADDITION , DEAN LAKES 11-I1R,D ADDITION DEAN I.AKES toUR11-I 'ADD/71ON PROPOSED DEAN LAKES FIrTH ADDITION
BLOCK 1 .. 446,829 SF. .. 10.2532 AG: BLOCK 1 BLOCK I . BLOCK 1 BLOCK I
Bl.OCK 2. a 98,551 SF. - 2.2165 AG: LOT I .. 177,838 S.F. .. 4.0780 ACRES LOT 1 .. 587,317.:/: SF. .. t:3.024:/: ACRES LOT 1 .. 117,558:/: S.F. .. 2.899:/: ACRES LOT 1 .. 197,852:/: SF'. .. 4.542:/: ACRES
BLOCK 3.. 92,578 SF'... 2.1253 AC LOT 2 .. 188,531 SF'. .. 3.8890 ACRES LOT 2 .. 61,28f:/: SF'. .. f.#J7:/: ACRE'S LOT 2 .. 177,244:/: S.F'. .. 4.089:/: ACRES LOT 2. .. 145,977:/: SF: .. :s.351:/: ACRES
BLOCK 4 a 102,435 SF:.. 2.3518 AG: LOT 3 .. 52,199:/: S.F'. .. 1.198:/: ACRES . LOT 3 .. 360,679:/: 5oF'. .. 8.280:/: ACRES LOT 3 a 215, 920:/: 5oF'. - 4.957:/: ACRES
BLOCK 5 - 247,170 S.F'. a 5.6742 AC. BLOCK 2 LOT 4 .. 52,329:1: S.F: .. 1.20f:/: ACRES LOT 4 .. 206,363:1: S.F. ... 4.737:/: ACRES LOT 4 .. 149,065:/: SF'. "" :J. 422:/: ACRES
BLOCK 6 - 112,3SJ S.F:.. 2.5800 AC. LOT 1 .. 107,3!59 S.F: .. 2.4846 ACRES LOT 5 .. 86,415:/: S.F'. .. 1.525:/: ACRES LOT 5 .. 221,217:1: S.F'. .. 5.079:/: ACRES LOT 5 .. 275,241:/: s.F'. .. 8.319:/: ACRES
BLOCK 7.. 92, 160 SF'. .. 2.1/57 AG: LOT 2.. 64,396 s.F: .. 1;4783 ACRES LOT 6 .. 155,279:/: S.F: .. :s.565:/: ACRES I hereby cerdCJr that thl. pha, .peclficatloll,
BLOCK 8 .. 160,117 SF. - .J.6758 AC. LOT 3.. 70,380 SF'. .. 1.6157 ACRES LOT 7 "" 141,470:/: SF'. .. 3.247:/: ACRES TOTAL .. 1,083,059:/: 5oF... 24.884:/: ACRES TOTAL .. 984,055:/: SF'.- 22.S91:/: ACRES or 11l1'0tt was prepued by mo or WIder my
OUTLOT A.. 487,079 S.I'". .. 11.1818 AC. (BLOCK 2, DCAN LAKES SECOND ADDmON) LOT 4.. 73, 119 SF: .. 1.6786 ACRES 7tITAL AREA 1,096,290:1: SF:.. 25.167:1: ACRES BLOCK 2 dkoc:t SUponlslon and thAt I am. dilly
LOT !5.. .80,853 s.F'. .. 1.3970 ACRES .. IJCOllJecl land Surveyor WIder tholaws of
OUTLOT B.. 228.253 5oF:.. 5.2400 AG: LOT 8 "" ftO,973 SF'. ... 2.5478 ACRES LOT 1 .. 214,496:/: SF: .. 4.924:1: ACRES ~~
OUTLOT C - 1.08J,0S9 s.F. .. 24.8636 AG: ffEAN I.AKES FDUR11-I ADDmON) LOt2 - 194,050:1: s.F.... 4. 45S:/: ACRES
OUTLOT D .. 1,834,58(1 s.F'. .. 42.1163 AC. BLOCK 2, DEAN LAKES FIFTH ADDITION) BLOCK 3 LOT 3 .. 198,S11:/: s.F'. .. 4.557;/: ACRES
OUTLOT E.. 739,:J59 S.F'. .. 16.9734 AC. LOT 1 - 228,247 S.F: .. 5.2398 ACRES (P /0 DOM LAKES FOURT11 ADOfTTON) LOT 4 .. 199,665:/: 5.;' .. 4.584:/: ACRES
OUTLOT F.. 68S,084:/: S.F. '" 15.7958:1: AC. LOT 5 .. t86,014:/: SF: .. 3.811:/: ACRES ~
OUTLOT G.. t,:J8S,I46:/: S.F'. .. J1.S674:/: AC. OUTLOT A "'. 854,812 s.F: .. t9.623S ACRES (P/O DEAN LAKES FOUR11-I ADOf710N) LOT 6 .. 828, 192:/: S.F:. .. 14.375:/: ACRES A itA. en ,
OUTLOT H '" 65,179 s.F'." 1.4963 AC, LOT 7 .. 235, 658:/: 5oF: .. 5.410:/: ACRES RllGISTRATIONNO. DATE
OUTLOT I.. 206,374 SF'... 4.7377 AC. 7tlTAL AREA .. 1,916,:J08 SF'. .. 43.9924 ACRES TOTAL .. I,S34,586:/: SF'... 42.116:/: ACRES REG. #23002 .~~s"
OUTLOT';.. 984,055 s.F. '" 22.5908 AC. (BLOCK I, DEAN LAKES FIrTH ADDf710N).
OUTLOT K.. 102,774 S.F:" 2.3594 AC.
OUTLOT L" 146,398 s.F: '" :s.3608 AC. <O:ZOO5RVANCOMPAHJESlJS.IHC.
OUTLOT M .. 56,35B S.F: .. 1.2938 AC,
OUTLOT N .. 1,077,388 SF: - 24.7330 AC. (P/O OEAN I.AKES 11-IIRD ADDf710N) SlIEBTNllMBllll
OUTLOT 0.. SO,032 S.F... I.S373 AG:
OUTLOT p.. 346,189 S.F'... 7.9469 AC, (BLOCK " DEAN LAKES SECOND ADOITION) 6
OUTLOrQ.. 18,922 s.F:.. 0.4344 AC, (P/O DEAN LAKES 11-IlRO AOOf710N)
SITE AREA - 10.882,198:1: S.F. - 249.8210:1: AC, 250 0 250 500 .750 DRAWNllY CHl!CXED llY
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OWNER Ie DEVELOPER DEVELOPMENT INF'ORMA TlON
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SuIt. 300
Minneapolis, MN 5540;1 BUILDABLE LOrs - 5
PLANNER.,.ENGlNEER'
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Sull. 300 7t1TAL SITE AREA - 24.864 ACRES
MInMapolls, MN 55403
PROPOSEO STREET RIGHT OF' WAY AREA .. 0 ACRES
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Sull. 300 MINIMUM LOT WlOTH .. 265 FEET /~h~t~
Mlnnsapalls, MN 6S403
AREA SUMMARY SUR\'l!'YOR: MINIMUM LOT WlOTH PER ZONING ORDINANCE '= 100 F'EET ,. Cll2005RYANCXlIlPANlESuo,lNC.
BLOCK 1 1I6Tl100D PROmSlONAL SERVICES, INe. MINIMUM LOT SIZE
3701 12tJr StrHI North
LOT 1 = 197,B52:/: s.F. I: 4.542:/: ACRES SUIte 206 (LOT 2, BLOCK I)" 3.351 AC. SIIllETNUHBIlR
LOT 2 = 1405,977:/: S.F. .. 3.351:/: AeRts Sf. Cloud, MN 56303 MINIMUM LOTS SIZE PER ZONING ORDINANC~ = 1.0 AC. 4
LOT .] = 215, 920:1: S. F. .. 4.957:/: ACRtS 320-253-9495
LOT 4 = 149.065:1: s.F. .. 3.422:1: ACRES
LOT 5 = 275,241:1: s.F. .. 8.319:1: ACRES LEGAL DESCRIPTION 100 0 100 200 300 DRAWNBY CH:SCXBD BY
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1.5 / I .,I! 1f1{ !"/ Illi /'/...~ .
C:) " r " 'I . . " . d 1 j . " 'J'): .'~~-BUIl.DIN. SETBACK /JNF:__, PBO)BCI'IlA!IB.
I .'" , { " I-.. \d 11 . - . - . !I L \ Ii
. I I . . I , . 1 'i-..;.... ~1- . --::!It.--- -i'o!....JL . -. -. \ DEAN. LAKES
e I- ..L ! ,/n~~"'''BflILDIN.smAQ(UNIi..c:'f1d / (,','/ --'_SE7BAQ(UN~ ~ ~;;.-.-::::. - . =--:-==7::::-~~i-~~-::.._ -::..'-:..-=.:.;;;;;;:.... FIFTH ADDITION
'1- " l' I . " . . r'C ~ . - __ . r . "----0::" .
---- (, La Il -..-....} ILl._. '''L' 'I/I~<e-;:) /~7~jP' .. .~'<:~ ""'7"11"'\7" c- LOCA'1'1ON
--- \ 1._ - #4 , -'-.-11/ J"~ .l"?"'" ... VUIL.VI r.;.
'-. -------- --n.. 11'- --../' l . 'i~/' SUAv-.OPEE
' ---us 1> ~ '\ v .n..nJ.">.: ,
- - - - - - " 72.1.62 H8-/. '27~;-""-- Il - ~. 07. ....v~. 61, MINNESOTA'
- 1 .. r - - - _ D~N L~KE$ BOULEVARD . I 1>'" oa:~ ~ ~ '.<:~ . y 7
--PCN- -I'OH_ I . . - - - ......; - _ _ ,,// N.~ P.\_~/ SBBBTTIl'Lll
1"'\1 '7"//"'I'r I ~1"'- -""'--- . - - - -;.:'~ J;:gj t;;-i';...J' BLOCK 2'
VUIL.VI / a:l -~__ -PcH r!I;,.fJ\ '\.. .~ " '--. , " .
:to / De-I" ~~- ::::....~ 180.2-1 =;:-:::---.:.-:....--- PRELTh1INARYPLAT
/ !!7 I ~ nfi'/-v;f. . :M/C\\.. _,_____
;:j OUTLOT G . ~:;5og ~"=~-, ' ~.~ POII-'- ... .....,:--_____
/ 3 / 1>.\66 /"" '\ ~~~J... 00,," . ____. L 'tR~ND.,'ffs~-w.. POI/- llBVlSIONS
-'IlH-..., ,pI" I' '.lti .u y~",~... . _ . _ .
. ---..., . - - ceo 1V:,'" "0'0 7"'~1l . _ . ... '''''_
I e:t-r~. PlJN~ . ~ - - - -.: - "--. \ ~ .J~ij> ~f.1l '-' .~. 428.48 . - . - . i . . P,."...d DIYl/Mge and U8nty Easem.nts ",.. "'.... /hue:
I L .,/' ---'::::::::~'!'1Mi:1-'.AND CQIIIll' j\)'d ~ tl S/HooU'29"E __,', _j
------- ,....,....- --------""'---':,9It-.\~ 17 \ 7 WI WI
.; -- ~""'- J., / l L
/,. \ -PCN- ,~, ._ _ __ _
-,....,...... I C'l!Jif".l.f]; 0-__ -""'_ ~~.e I t ,
/ r- - / ~i' /' _""'_ Bolng 5 "'of Tn width and adjoinIng lot lines,
/ ~ gO> unl.ss othsrwls. shown.
~fj .. /
/ / OWNER Ii: DEVELOPER ~
I ~~Affoucg'f~'Efftr~:" INo. /
SUit. 30Q /
Mlnnl/Gpo/fo, MN 554D3 I he:eby certlfy that tbio pt.n, speci6cadon,
PLANNER-ENGINEER I Of zepo<twu p:epared by me or UlIder my
RYAN COMPANIES US; INo. DEVELOPMENT INFORMATION dh:ect8llpet\'ll10nondthathm..du1y
50 South 10th str11s4 LIcensed dSllrveyorunder thel1wsof
SUit. 300 . CURRENT ZONING: SP the Sea EMInn..Olllo , .
Mlnneopolls. MN 55403 > .
SU/WASLE LOTS.. 7
'if:.'f!/rg~PANIES US; INo. OULOTS '" 0
AREA SUMMARY gelt;~go lOth str..~ TOTAL S/~ AREA _ 42.116 ACRES BEG1S'l'IlA.TIONNO. DATE
Mlnnl/Opalfs, MN 55403 REG #23 O' ~/~_
SLaCK 2 PROPOsr:D STREET RIGHT OF WAY AREA.. 0 ACRES . 04 I ',iI
LOT' .. 214,496:1: S.F. '"' 4.924:1: ACRES S/JR~
LOT 2 ~ '94,OSO:/: 5.F. =- 4.455:1: ACRES 1I!'S7WOOO PROfESSIONAL ~RI.fCES INC. LOT AREA _ 42.118 ACRES Ql....RYNlC:O""'AHlSSus.lNO.
Lor 3 '"' 198,511:1: 5.F. '" 4.557:J: ACRES 3701 12th SlrIIet North
LOT 4 '"' 199.665:1: 5.F. =- 4.584:1: ACR€S SUltl/ 208 MINIMUM LOr WIDTH = 258 FEET SBEIlTNOMBBR
LOT 5 - 166,014:1: S.F. = 3.811:J: ACR€S st Cloud, MN 58JOJ
LOT 6 '"' 628,192:1: S.F. =- 14.375:1: ACR€S 320-253-9495 MINIMUM Lor WIDTH PER ZONING ORDINANce _ 100 fEerS
LOT 7 = 235,658:1: S,F. '" [HID:I: ACRCS
,.... LEGAL DESCRIPTION MINIMUM LOT SIZE .' ,!
.iji;:,.. TOTAL '" 1,834,S86:1: 5.F. ~ 42.116:1: ACRES . . (LOT 2 SLOC/( 2) = 4.455 AG. 100 0 .100 200 300 DRAWNBY ~~I,"d~~+fu,.
1"~i; ... OutJat9 0 ond " DEAN LAKES FIRST ADDITION. . .,....., SWI( . \",;.1f'I':r~i~l"~~~ll{lji~ .
.1 -, · .. -"'" '"' ...., ..,,,~... _ "'IS "'" "'" ""'"' """""'" - ,.". ""'" . "'~""".I.I"!'> ",",.'
.. ,,",. _..,~ ..,1":_
.....:.:::::::.:::::-_~~~t~,,,
------- . ,. .~ . ,/. .>(
---- <J '-'. ..... ..................>.,
.;-.;--=-___ ~ rA...N~}:
----::::::. II n ...... Si"
~ . . . ......~p
___ r\7i BUILDING LASTING RELATIONS~ltS .~
~--_. ,
~., n; ..:!
RYAN COMPANIES US,INC.
· . . 50 South Tenth Str.... Sult.300.
MlnneapollJ, MN 55403-2OU\
. 6U4~OO~
6U49Z-3ll00 I'al<<'
---- WWW.RYANCOMP~.COM
-----il-_
I'
I
OFFICE .
52,500 SF / 2nd flOOR: 21,750 SF OFFicE I _ . _
WAREHOUSE,
S7,l~ SF Schoell
~T4 &
3.42 AC Madson, Inc.
Planning Engineering Surveying
POND-2 OFFICE I 10S80Wayzata~IeYonl,SuIlll1
N- -7'9 00 Mlnneopolls, M1nnesolll 5S305-1525
HWL-783:oo W AREHOU S E phone: (952) 54607601-l'0x: (9S2)S16-9D65
554 Tl1Ird 5treet NW, Sulle 1DD
98 800 SF Ell< RIver, MInn_ 5533001409
' phone: (763) %'1100108 -I'ax: (952) 5460!1D6S
WWW.s<hoellmadson.<om
LOT 5
6.32 AC
PIDJllCT NAlIE
DEAN LAKES
FIFTH ADDITION
LOCA:I'ION
OFFICE I SHAKOPBE,
'WAREHOUSE ~OTA
,
, 53,400 SF
.DT 1: \ SIIIlBT TlTLtl
"' "'" , BLOCK 1
ILOG: 64,400 SF \
'ARKING: 188 STALLS REQUIRED \ SITE PLAN
40.5K OFFICE & 23.8K WAREHOUSE \
'ARKING: 186 STALLS PROVlOED \
'ARKING: 2.9 STALLS PER 1000 SF OF BLOG \
~PERVlOUS: 79.3~ (3.60 AC) \ IlEVISIONS
\
OT 2: \
OT: 3.35 AC \
LOG: 53,400 SF
ARKING: 85 STALLS REQUIRED \
. 10.5K OFFICE, 42.9K WAREHOUSE \
ARKING: 85 STALLS PROVIDED \
ARKING: 1.6 STALLS PER 1000 SF OF BLOG \
!PERVIOUS: 85.1~ (2.85 AC) \
~~ \
JT: 4.96 AC \
.oG:.74,250 SF \ OFFICE I
4RKING: 297 STALLS REQUIRED \
74.3K OFFICE . \
4RKING: 297 STALLS PROVIDED \ WAREHOUSE
~ING: 4.0 STALLS PER 1000 SF OF BLOG \
PERVIOUS: 86.3" (4.28 AC) \ 64,400 SF Ib",eby<=lfytbattbiJplan.spcci.fication,
IT 4'. \ or report was prepared by me or UlIder my
m j 42 AC direct supervisiound thar I am ,daly
DG' 57 100 SF \ Licensed Professional Engineer under th.
IRKiNG:' 97 STALLS REQUIREO \ ALL WORK SHALL 8e: PERFORMED IN ACCOROANCE WITH THE CITY laws oft&eS....ofMlnn..ota,
'"'' ""'" "'''' ..,,,,""" , OF """"" ""'""n"" "" u"", "'''''' """"""',. ~ _ .
..... " """' "'''''''' , ~
..... ,., """' '" "'" " OF "-"" " """ '" """'''' ,.... "" """, '"" """"" ,,.,"" . '"
~ERVlOUS: 89.S~ (3.06 AC) \ REFER TO CIVIL DETAIL FOR CONSTRUCllON DETAILS.
'T 5: \ N 1IllGlS'l'RAnONNO. DATIl
;:, ','Mi " " "'- "'",.."" "",.. M< '" '''' " "'" .,,'" '''''' M,,..,,.,,...
.RKING: 223 STALLS REQUIRED \ OTHERWISE. l
41.4K OFFICE. 57.4K WAREHOUSE \ BUILOING DIMENSIONS REFER TO OUTSIDE Of' BUILDING FACE (TYP.) <<>"''''VAHCOMP'''ESU~INO.
RKING: 223 STALLS PROVIDED \ UNLESS OTHERWISE NOTED.
RKING: 2.3 STALLS PER 1000 SF OF BLOG \ SBllllTNllMBER
'ERVlOUS: 80.3" (5.08 AC) \ ALL CURB AND GUmR TO BE CONCRETE B612 UNLESS NOTED
' "''''''''-.... 12
\ "lYPICAL FULL SIZE 90' PARKING STALL IS 9'X20' UNLESS NOTED ~
RKING REQUIREMENTS USED: \ OTHERWISE. DRAWNBY CHIlCXEDBY
U""''''"' " - '"'" , 0 " ,,~ ~ ~ "
iTALL!EMPLOYEE ON LARGEST SHIFT - \ PERIMETER DRAINAGE '" UllUTY EASEMENTS TO BE FlLEO AS , J:i
REHOUSE (ASSUMED 1/1000 SF) \ I ''''''A''A'''' l'\""'''''~''T ""~ r.~, ,_. .. _.._ _. _.... _.. __.. _ ...
'. ~
" ....-......"...~'~llfo ".'
"'~rr.' , .: ': '.il( '.! .:...K,\.::.
,,.,, .~. "
SITE DATA: DEAN LAKES FIFTH AOomON - BLOCK 2
.
HIGHWAY 169 LOT 1:
LOT: 4.92 AC
BLOG: 71,400 SF
PARKING: 275 STALLS REQUIRED
57.9K OFFICE & 3.51< WAREHOUSE . RYAN COMPANIES Us, INC.
PARKING: 275 STALLS PROVIDED
DRAINAGE AND UTILITY EASEMENT PER MINNEGASCO PIPEUNE EASEMENT PARKING: 3.9 STALLS PER 1000 SF OF BLOG 50 South Tenth Street, Sulle3DO
UNDERGROUND UTIUTY FAClUTY IMPERVIOUS: 82.9" (4.08. AC) MlnneapollJ, MN 55403-2012
DEAN LAKES FIRST ADDITION EASEMENT PER DOC. NO. T133932 ~
LOT 2: 612492-4000 Id
LOT: 4.45 AC 61249:103000 fllX
BLOG: 75,500 SF
PARKING: 216 STALLS REQUIRED WWW,RYANCOMPAN.lIlS.COlo(
UG 46.8K OFFICE, 28.8K WAREHOljSE
PARKING: 216 STALLS PROVIDED
PARI(JNG: 2.9 STALLS PER 1000 SF OF BLOG
..--- IMPERVIOUS: 84.3" (3.75 AC)
---- fW -4;-
LOT 3:
LOT: 4.56 AC
- BLOG: 78,400 SF
PARKING: 213 STALLS REQUIRED
#.~K OFFICE, 33.5K WAREHOUSE
PARKING: 213 STALLS PROVIDED
2 PARKING: 2.7 STALLS PER 1000 SF OF BLOG
IMPERVIOUS: 82.5% (3.76 AC)
OFFICE I I
PARKING REQUIREMENTS USED: Schoell
~ WAREHOU E OFFICE I OFFICE I 4 STALLS/l000 SF - OffiCE
l- I STALL/EMPLOYEE ON LARGEST SHIFT _ &
iJj 71,400 SF WAREHOU E WAREHOU E WAREHOUSE (ASSUMED 1/1000 SF) Madson, Inc.
m15
~E LOT 1 75,600 SF 78,400 SF PlannIng EngIneering Surveying
~g 10S80 Wlyzalzl Boulevartl, SuIlll1
::J< 4.92 AC LOT 2 LOT 3 LOT 4 Mlnneopon., MiMesota SS305-1S2S
1=1- SITE NOTES ,chone: (9S2) 5'16-7601- fax: (952)~
=>12
OG:: 4.45 AC 4.56 AC 4.58 AC 5S4 TI1lrd SlreeI: NW, SUite 100
~[:J ALL WORK SHALL BE PERFORMED IN ACCORDANCE WIlli TIlE CITY Elk RIver, Minnesota S533D-t'i09
t--' phone: (763) 211-ll108 -l'ax: (952) S4&-91l65
~~ . DISTRICT BOUNOMY 140' OF SHAKOPEE SPECIFICATIONS AND BUILOING PERMIT REQUIREMENTS; www.schoellmadscn.com
i~ ~Af~1l 140' REF'ER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES.
::>T5 1--' REFER TO CIVIL DETAIL FOR CONSTRUCTION DETAILS.
~- 140' PlOJEClNlllll
?rrs~Tl. . ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED DEAN LAKES
OTIlERWlSE. .
,/ '--~-- ..~B.O~~'-- .. BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILOING FACE (TYP.) FIFTH ADDITION
.-.-.-.-. UNLESS OTHERWISE NOlED.
.--..--.--. ~.O~~.3 ALL CURB AND GUTlER TO BE CONCRElE B612 UNLESS NOTEJ) LeCAIlON
01liERWlSE. SHAKOPEE,
.-'
,/ TYPICAL FULL SIZE 90' PARKING STALL IS 9'X20' UNLESS NOTED MINNESOTA
,/ 140' 01liERWlSE.
,/ PERIME1F:R DRAINAGE &: UllUTY EASEMENTS TO BE FILED AS SHEllTTlTLB
,/ SEPARAlE DOCUMENT FOR EACH LOT AT .TIME OF BUILDING PERMIT BLOCK 2
,/ ,/ APPUCA 1101'1 SITE PLAN WEST
,/ ,/ "'"
,/ ,/ ,...
,/ K8VISIONS
,/
~------
---=
. II
- - - - sM; FRONT PARKING I
-----_____~C/( (PUo Amend) I I
----------1 f
Elc"EII~INOUS 5L . _ ----__.,._______ I heteby wtlfy that this plan, specification,
,. . SAN LAKES 'BLVD"al. . _ . _ . __ . _ _ or report WllS ptllparCd by me Or under my
dire." supetvision and that I am . duly
~----- . Licensed p",r..sloaol Engineer under the
- /- ---------- lo.... o,me S.... ofMlnneso...
....... -....--." --::~ ---- -...:--===-=--~"':...- ---
,,--:?" ----- -- =----- t2i~
u( .r'- ::::--------------:I. :::------------=::=::::::::.::----, ~, --
J . - . - . - . - . - . - . - . - . _ ___ , _____
"""" .-.-.-.-.-.-............ .............,....., N RIlGISTRATIONNO. DATI!
. I ---_ _, ,
' . ---------- '~" " , ,.,- ----.........,
II -------- \ " #41287 09/2212005
I -----------__ . I ',', / -.......... " !
' . OllTlmtJ:l' G --------__ . /,'" , fX1 I r'. .'\\ t1l2ODlRYAN COMPANlIB US, lNC.
I ______ ',' , ,
II N\\I.-7~OO -7'-:""'-~ '", J .
,,- . IIWI ~"I". , 5HEETNUMllER
.,. 13
60 120 DRAWNBY CHECKIlD BY
0 COL LRK
~......- I
...
... ,'.~u. H""'4'>'mul!~~.~.1rt1il~iff':, -'!\',;JitJll' Ihi'-,Jrr~"..!Aifj.: I' '. ".H~..i;1V!'~~ll'W$. r" If!' -~.''!i;~li. n". ri." J
11
I -- ~I N. ei>':
MINNEGASCO PIPEUNE EASEMENT UNDERGROUND UTILITY FACILITY MINNEGASCO PIPEUNE EASEMENT I . . ..ii.l.
EASEMENT PER DOC. NO. T133932 ,.. <.i
3)
BUILDING LASTING RELATIONSHIPS, .~
---"7 \.0<:
lm- L.J.. -- '_}~
-;- -=7 .:~
--1- ,~
I _ ' - . - RYAN COMPANIES US, INC. . t.
. 7. __- !OSouthTenthStreet,Sullc300'
- II /'-;::.._-- Mlnneapolle,MN55~2012
571' "/ /" 612492-4000101
: OFFICE I /~ /'. - . ~ 612492-30oof..
140' I. I- /, /. .
2 LOT 6 I WAREHOUSE /... " I / / WWW.RYANCO)IPAMEs.cOM
----~-8 AC I, l:~:r:~~rl',fg,~ ~H 200' ~<T --,
O FI E I ' . .. 2nd FLOOR: Bl.5k SF It /
F C I 3rdFLOOR: Bl.5kSF. I/o I
WAREHOU E I' /; " .
-67,200 SF -- I / / J _'_
480' I II
I II /'
LOT 4 LOT 5 ({ / I
4.58 AC 3.81 AC \~, \ Schoell
~. &
\\ \ d
" . Ma son, Inc.
140' - . _ lHOR.EtANO \ ' . II ) Planning Engineering Surveying
. OVERLAY DISTRICT \ d>i )) .
- BOUNDARY , qy; '/ 10590 Wayzolll Boulevard, Sllll1l1
. , b /; ,/ Mlnneopolls, _ 5530S.152S .
I '4'/ ,...------;/.~ . phone:(952)S4&-7601-fax:(952)546-905S
. ,1."/ q ",....--__ r/' .
. - . - . - . - . . - ---. , ~" /'/""..-r 554 TI)Ird5tleetNW,SUIllI100
. LLIf ^ . '\ // E1kRlver,_ 55330-1409
trs~n~4 . .,) _.t-~ ////.. . '7 pIlone:(763)241-GI09-fox:(952)5'I&-905S
" ,,-::;: ~ - - - - - ./ . ........",.. ........ www.sdulellmodson.=
EX. \\E11.AND .r: .... . - - - -/ . .
. _ .LlM.- ... . _ . /'
~OFn.1l . ..... ........
I .~~ \ . r
I /j . /' PIl0Jl!Cl'NlMB
I ./~ .; /' DEAN LAKES
I I~ I (/ FIFTH ADDITION
'Iii! II /
I i .(Y') I I LOCATION
I I", W T- II / SHAKOPEE
"'2 II,
I -. 20' II MINNESOTA
.....J --~~~ s
I - - _Ac.!L ITE DATA: DEAN LAKES FIFTH ADDITION _ BLOCK 2
----- ( SIlEBTTrnB
-- ---- . .
BLOCK 2
- ., LOT 4: SITE PLAN EAST
'\ LOT: 4.58 AC .
BLOG: 77,500 SF
'- PARKING: lB4 STALLS REQUIRED
35.5K OFFICE 8< 42.0K WAREHOUSE 1UlVISI0NS
PARKING: 1 B4 STAllS PROVIDED
PARKING: 2.4 STALLS PER 1000 SF OF SLOG
IMPERVIOUS: 77.67. (3.55 AC)
01 LOT 5:
LOT: 3.Bl AC
BLOG: 67,200 SF
LOT 7 . ~ PARKING: 152 STALLS REQUIRED
61,200 SF2B.3K OFFICE, 38.SK WAREHOUSE
'" PARKING: 152 STALLS PROVIDED
5 41 AC PARKING: 2.3 STAllS PER 1000 SF OF SLDG
. IMPERVIOUS: 83.47. (3.1B AC)
SITE NOTES LOT 6:
LOT: 14.38 AC,
/~----------- ALL WORK SHALL SE PERFORMED IN ACCORDANCE W1T1i T1iE CITY BLDG: 314,000 SF .
( . - . '"' -', J OF SHAKOPEE SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. PARKING: 820 STALLS REQUIRED IhOlebycenifjrthattbisplaa,specificatioo,
0. I ( . - 16B.7K OFFICE, 145.3K WAREHOUSE orteport_p:eparcdbymcotundermy
. ' PARKING: B20 STALlS PROVIDED . .
I ' ~' . ~ '\ " / REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES. PARKING: 26 STAllS PER 1000 SF OF BLOG lli;rectsupetvisIo~lJldthat.IaI1..duly
~ ~ 1 " ",2' "-....: REFER TO CIVIL DETAIL FOR CONSTRUCTION DETAILS IMPERVIOUS: 75.307. (10.64 AC) ~'f'iP_tOsf"510f~~gtnecrunderthc
.""....... .. . --- , ...~ I . ..u.wso we; tatco DWlUe!Oca.
I " 7--_____. - -=--.; con ~
.......~%' ... 1"RAIh11t"'ON UNE TOWERS --~7:::':- -- 0--- S ~RKI ALL DIMENSIONS SHOWN ARE TO FACE OF CURS UNLESS NOTED LOT: 5.41 AC
,\ I . - . - ------ OTliERWlSE. SLOG: 61,200 SF ~
\ I' . - . PARKING: 245 STAllS REQUIRED Eft. P
\ \ I - . . . - . . SUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP.) 61.21< OFFICE
[g] I UNLESS OTliERWlSE NOTED. PARKING: 240 STAllS PROVIDED H REGISTIl.ArIONNO. DATE
/ I . POND-B - PARKING: 3.9 STAllS PER 1000 SF OF SLOG
~>\. \,\ I I N_74i.00 ALL CURB AND GUTTER TO BE CONCRETE B612 UNLESS NOTED IMPERVIOUS: 71.07. (3.84 AC) l #41267 09/22/2005
\. . H_752.68 OTliERWlSE .
\ \ \ I . <J2lXlSRYN<COUPA/l!ESU',INC.
\ " \ '" OllTLOT G TYPICAL FUll SIZE SO' PARKING STALL IS 9'X20' UNLESS NOTED
- ~ - ,\ "- . '"' - . - . - OTliERWlSE. . PARKING REQUIREMENTS USED: SHEETNtlMBER
. ---:~~=-.;. - . - . . - 4 STALlS/l0aO SF - OFFICE
PERIMETER DRAINAGE & UTILITY EASEMENTS TO BE FILED AS 1 STAll/EMPLOYEE" ON LARGEST SHIFT - '"" 14
SEPARATE DOCUMENT FOR EACH LOT AT TIME OF BUILOING PERMIT WAREHOUSE (ASSUMED 1/1000 SF) .........
APPUCATlON
o 60 120 DRAWN BY CHECKED BY
" ,eDL LRK
SCALE IN FEET JOB NllMBER DATE
"aInu,,,. "" , 1M , _ft.
6tH 1811' 0,
........... ........~~o/l)r~~a.~op..ee.. .. ...... .. ....--.0
Memorandum.
TO: Julie Klima, Planner IT
FROM: Joe Swentek, Project Engineer
SUBJECT: Preliminary Plat, Final Plat & PUD Amendment - Dean Lakes 5th Addition
PID NO.: 27-373311-0,27-373317-0
CASE NO.: 05111
DATE: October 28,2005
The application indicates a Preliminary Plat, a Final Plat and a Variance for Parking Setbacks
request.
After reviewing the above referenced application, we have the following comments for the
applicant and for the planning department:
General
1. Execution of a Developer's Agreement, which shall include provisions for security for
public improvements (watermain) 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 Utility Commission (SPUC) approve the Final Construction Plans and
Specifications.
5. The applicant shall work with City staff to eliminate parking from within the drainage
and utility easement along the West property line of Lot 1, Block 2 (due to an existing
trunk sanitary sewer main and an existing trunk watermain).
6. The applicant shall work with City staff to eliminate the proposed retaining walls along
the southern most and southeastern most property lines of Lot 7, Block 2 (due to the close
proximity to Outlot E, a conservation easement containing an existing wetland and an
existing nature trail to the East).
C:IDocuments and Settings\lKlimaILocaI SettingslTemporaty Internet FilesIOLKAIPP.FP.PUD.Variance.Review.Dean.Lakes.5th.doc
Page I 00
Dz.
... .................7.,..... .S.1:1,9ulQ.:fu~.Y~rianc_~JQ.LR.arkiI!gJ9t setQ!!9kr~g!!~:tiQ!!J?~n~PPl"()y~q,Jg.~_~ppliQ..aJJJ~~aJl.ge .... ..-"--........
required to enter into an encroachment agreement with the City for all parking lots
located within drainage and utility easements containing public utilities.
8. The applicant shall work with City of Shakopee staff to realign driveways to provide
adequate separation from existing above ground public utilities/appurtenances.
9. All proposed sanitary sewer and storm sewer shall be private. The applicant shall provide
suitable easements for access to all adjacent properties utilizing the private sewer system.
The easements shall be approved by the City prior to recording of the plat. Maintenance
of these utilities shall be the responsibility of the applicant.
10. The applicant shall obtain the necessary approvals/permits. for proposed improvements
within the City of Shakopee's right-of-way and drainage and utility easements prior to
construction.
11. The applicant shall obtain the necessary approvals/permits for proposed improvements
within the MnDOT right-of-way prior to construction.
12. The applicant shall obtain the necessary approvals/permits for proposed improvements
within all private utility easements prior to construction.
13. The applicant shall verify the location of the outermost electrical transmission lines
located in Lot 3, 4 and 5 of Block 1. A drawing showing the location and the easement as
it relates to all proposed structures shall be submitted to the City.
PreliminarvIFinal Plat
1. Provide electronic (Auto CAD) files of the Final Plat to the engineering department.
2. The previously dedicated drainage and utility easement encompassing the existing
wetland in Lots 6 and 7, Block 2 shall b.e placed in an outlot. This outlot shall be
dedicated as a drainage and utility easement and as a conservation easement. The site
plan shall be adjusted accordingly.
3. Easements shall be shown on the Final Plat as approved by the City Engineer. They shall
include, but not be limited, to the following: .
. Provide a minimum of thirty (30) feet of drainage and utility easement, centered on
the existing storm sewer (connecting the storm. water basins in Outlot M and Outlot
L), in Lot 2 of Block 1.
. Provide a minimum of thirty (30) feet of drainage and utility easement, centered on
the existing storm sewer (connecting the storm water basins in Outlot L and Outlot
K), in Lot 3 of Block 1.
. Provide a miuimUlll often (10) feet of drainage and utility easement along the interior
of all Block 1 lot lines adjacent to outlots and conservation easements.
C:\Documents Ill1d Settings\JKIimalLocal Setlings\Temporary Internet FileslOLKA 'iPP.FP.l'UD. Variance.Review.Delll1.Lakes.Sth.doc
Page 2 00
1)~
.
. Provide a.minimum often (10) feet of drainage and utility easement along the interior
of all Block 2 lot lines adjacent to outlots and conservation easements.
. The applicant shall provide the City of Shakopee with an easement, for the purposes
of access from Dean Lakes Boulevard through Block 2 to the eastern most portion of
Lot 6, Block 2.
Storm Water Mana2'ement Plan
1. The applicant shall make all modifications to their proposed site plan, as required by the
City of Shakopee, to comply with the storm water management plan approved with the
Dean Lakes 1 st Addition.
Recommendation
Engineering staff recommends approval of the Preliminary Plat and Final Plat request, subject to
the comments listed above being addressed by the applicant and approved.by the. City prior to
recording. of the Final Plat.
Engineering staff makes the following recorinnendations concerning the requested Variances for
Parking Lot Setbacks:
1. Variation #2 - Front Parking Setback Reduction (Lots 1. 2. 3 and 4. Block 2): No portion
of a parking lot shall be located within the drainage and utility easements along the
frontages of Lots 1-4, Block 2.
2. Variation #3 - Side/Rear Parking Setback Reduction (Lots with shared parking/loading
40cks): The proposed site plan shows variations to the parking setback requirements,
even though no fonnal request is made in the application. Engineering staff recommends
denial of the proposals along the following property lines:
.. West property line of Lot 1, Block 2.
. Southern most and southeastern most property lines of Lots 6 and 7, Block 2.
3. Variation #4 - Rear Parking Setback Reduction (Lots 1. 2. 3. 4. 5 and 6. Block 2):
Engineering staff recommends denial of the parking lot setback reduction request for the
northern property lines of Lots 1-6, Block 2 (due to an existing trunk sanitary sewer
main).
4. Variation #5 - Impervious Surface for All Lots: Engineering staff recommends denial of
the exception to the maximum allowable impervious surface percentages set fort~;by City
Code due to there being no specific. users defined for these lots. The applicant can work
with City staff to provide an average impervious surface percentage for each separate
block, providing the results comply with the storm water management plan approved with
the Dean Lakes I st Addition. The averages are separated by block since each block drains
to a separate storm sewer system.
C:lDoeuments and SeuingslJKlimalLocal SettingslTemporaQ' Intemet FilesIOLKAIPP.FP.PUD.Variance.Review.Dean.Lakes.Sth.doe
Page 3 of3
19.B.
,
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RYAN COMPANIES US, INC. IYAN
50 South Tenth Street, Suite 300
WWW.RYANCOMPANIES.COM Minneapolis, MN 55403-
2012
BUILDING LASTING RELATIONSHIPS
612-492-4000 tel
612-492-3000 fax
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November 28, 2005 L
Ms. Julie Klima
Planning Department
City Of Shakopee
129 South Holmes Street
Shakopee, MN 55379
Re: Dean Lakes 5th Addition
Dear Ms. Klima:
Thank you for taking the time to work through the revision that Ryan has made to its plans for the Dean Lakes
5th Addition submittal. In particular, I would like to thank you, Joe Swentek, and Ryan Hughs for meeting with
us on Nov. 18 to discuss the comments that were received from the Planning Commission at the Nov. 3
meeting.
As a result of those comments and our revisions, we now agree on 33 of the 35 conditions of approval that
were identified in the original staff report. This leaves only two items for further discussion.
The first item is number I. H., which suggests that the 1.63 Ac. of land that is located within the
drainage and utility easement in the southeast portion of Block 2 be dedicated to the City as an
Outlot. At the Planning Commission on Nov. 3rd, we explained a number of the practical issues raised by that
request, most notably the fact that the property is currently part of the legal security under a complex
mortgage loan for the project. Since then, at your request, we have contacted BNC Bank, the primary
mortgage holder at Dean Lakes, to inquire about the chances of getting that property released from the
mortgage.
Attached is a letter from Brian Whitemarsh, an officer at the bank. It indicates their inability to release that
property as security for their loan, a position further complicated by the fact that BNC is merely the lead lender
in a group of lenders whose collective consent would be required for a release. For this reason we are simply
unable to dedicate the property to the City.
However, in the spirit of working to achieve the City's intent of preserving that area from development, we can
offer the following solution. We can try to record an easement over this 1.63 acre area that will protect it in
perpetuity. This would achieve the City's Objective of protecting the land, and this we are prepared to accept
as a condition of plat approval.
The second item is number II. B., which addresses the parking lot setback from Coneflower Lane. In
its initial report, based on Ryan's initial submission, staff supported a 30 foot parking setback. On November
3rd, the Planning Commission expressed interest in a 50 foot setback, and asked Ryan and staff to work on
that issue.
J
~YAN COMPANIES US, INC. I'AN
50 South Tenth Street, Suite 300
WWW.RYANCOMPANIES.COM Minneapolis, MN 55403-
2012
BUILDING LASTING RELATIONSHIPS
612-492-4000 tel
612-492-3000 fax
Since then we have looked hard at the impact of a 50 foot parking lot setback in that area. The area in
question is bounded to the north and west. Each foot of increased parking lot setback from Coneflower (to
the south and east) therefore results in a foot-for-foot loss to the depth of the buildings adjacent to
Coneflower. Increasing the parking lot setback from 30 to 50 feet therefore creates two issues that effectively
make it impossible to achieve the development goal for that portion of Dean Lakes (if the plan reviewed in
November of 2003 is a reasonable reflection of that goal):
1 ) Losing 20 feet across the entire length of the two buildings adjacent to Coneflower Lane means
that the development capacity in that portion of Dean Lakes shrinks by 22,300 square feet. One
way to measure this loss is to note that it is essentially the size of the Open Systems project that
was completed at Dean Lakes in November. That project retained 60 to 70 jobs that could
otherwise have gone elsewhere, and approximately $3,000,000 of new commercial property is
now generating taxes that can be used to support a variety of City services. Our sincere view is
that a loss of this magnitude should only be accepted in the event that a 30 foot setback cannot
be made to create a reasonable separation.
2) Apart from the sheer loss of development capacity described above, the setback creates a true
hardship situation in which the only buildings that can be built adjacent to Coneflower are
unusually shallow (120 feet in depth). The companies to whom we market Dean Lakes typically
need buildings that are 160 or at least 140 feet deep from front-to-back. Creating a situation in
which these depths cannot be achieved would be creating the conditions for failure over a large
portion of the project.
In the package reviewed for the overall Dean Lakes Development in November of 2003, the setback from
Coneflower Lane was 15 feet. Had we been interested purely in minimizing all setbacks in our current
application, we would have asked for formal approval of a 15 foot setback. We did not do so because the
most intelligent plan for the area did not require such a minimal setback. In the plan submitted for Planning
Commission on November 3rd of this year, we essentially doubled the requested setback from 15 to 30 feet in
that area because doing so did not cripple the resulting opportunities. But expanding the parking lot setback
by another20 feet does eliminate the possibility of achieving the development goal for that area.
Because the impact of a 50 foot parking lot setback from Coneflower is severe, we would respectfully suggest
the following solution to the issue of securing an adequate separation between the two areas in question:
1. Enforce a minimum parking setback of 30 feet, double the 15 foot parking setback contemplated
in the plan reviewed in November of 2003;
2. Require a minimum berm height of 3.5 feet.
3. Require the developer to work with City staff to provide landscaping along the top of the berm to
provide additional screening where appropriate.
4. And finally, since the most perceptible separation. occurs between the relevant buildings (rather
than between parking areas), increase the building setback in Block 1 from the minimum
ordinance standard of 50 ft to 75 ft.
.
.
RYAN COMPANIES US, INC. IYAN
50 South Tenth Street, Suite 300
WWW.RYANCOMPANIES.COM Minneapolis, MN 55403-
2012
BUILDING LAST'NG RElATIONSHIPS
612-492-4000 tel
612-492-3000 fax
We have attached a copy of the cross-section for the 15 foot berm shown on the plans reviewed in November
of 2003. We have also created a cross-section for the 30 foot berm that we are proposing under the revised
plans for this submittal. We sincerely believe that when combined with an increased building setback of 75
feet, the 30 foot berm - with its proposed extra height and landscaping - secures the desired separation
between the commercial and residential portions of the development. If that is the case, then further
increasing the setback from 30 to 50 feet does little except make it impossible to achieve the development
projections for the area.
I'd like to finish with two general points that have at times, I think, been the source of misunderstanding
between Ryan and City staff. Ryan Companies understands that no formal variances from standard
ordinances were granted in November and December of 2003 when the Planning Commission and
City Council reviewed the final master plan for the Dean Lakes project. Ryan was not in a position then
to request formal variances, because the implementation of the plan was yet to be determined, and so none
were granted. At the same time, we believe that the plan voted on at that time did represent the general
agreement that all parties had reached after a lot of hard work as to the overall development goals for the
project. As we have platted the various areas of the project since, we have simply tried to maintain those
goals as best we know how. We operate within standard ordinances whenever we can, and vary only when
we feel that the overall goals of the project cannot be met without doing so. In this application, as in others,
we have actually proposed more greenspace than was proposed in the original plan, and less density.
Thank you again for taking the time to meet with us and to work through the revisions that were made to the
plans since the November 3rd meeting. We've also attached requested greenspace and shoreland
calculations. Please feel free to call or e-mail with any questions or comments in advance of the meeting,
otherwise we look forward to seeing you at the December 8th Planning Commission meeting. We will submit
complete sets of revised plans after the meeting.
Sincerely,
Ryan Companies US, Inc.
~~
Lee Koppy, P.E.
Team Leader
.11/28/2005 11:57 FAX 8123714388 BNC NATIONAL BANK-CRE ~ 002/002
BNC
Nation.al Ban.k A;;.h."Ir,"y"mNCCORP,!n<,
The,,4Ai'uf Financial SUccess~
333 South Seventh Srr'~~t SI)ltt' 2.00 Minncapoli~. MN 55402 wWw.bncbank.rom Telephone: (612) 30,-2200 FAX, (612) 305-04H
November 28, 200S
Ms. Julie Klima
Planning Department
City of Shakopee
129 South Holmes Street
Shakopee, MN 55379
RE; Dean Lakes Development, Shakopee, Mn
Dear Ms. Klima:
At the request of Mark Schoening, Vice President of Development with Ryan Companies
Us, Inc., we have reviewed a request that Ryan Companies dedicate approximately 1.7
acres of land located along the eastern edge of the project to the City of Shakopee.
Because the City did not express an interest in owning this property in late 2003, when
Ryan Companies secured financing for the project, it is currently part of the security for a
very large and complex first mortgage loan. After careful review of your request, we
have detennined that our loan does not provide for the release of this property for
dedication to the City.
The. situation is further complicated by the fact that the loan is currently syndicated to a
group of participating banks whose approval would be required, and whose approval will
not be forthcoming.
I am sony that we could not accommodate your request. Mr, Schoening has asked me if
we would be willing to consent to an easement over the area that would restrict it from
development in perpetuity, and we would try to accommodate that request if asked to do
so.
sm:5~
Brian Whitemarsh
Senior Vice President Commercial Real Estate
1S:t
Member FDIC iQllAl,M!IlIM
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53,400 SF . BLOCK 1
tgi: 1~.54 AC SITE PLAN
BLDG: 64,400 SF
PARKING: 186 STALLS REQUIRED
40.5K OFFICE & 23.8K WAREHOUSE
PARKING: 186 STALLS PROVIDED REVISIONS
PARKING: 2.9 STALLS PER 1000 SF OF BLDG 11/29/05 _ CITY COMMENTS
IMPERVIOUS: 79.3% (3.60 AC) f-
LOT 2:
~~~~:3';g4~~ SF 0
PARK\~~~K 8gF~~~:L~2~9E~U0~~~HOUSE tt'\
PARKING: 85 STALLS PROVIDED ~ r- . _ .
PARKING: 1.6 STALLS PER 1000 SF OF BLDG '4 '\
IMPERVIOUS: 85.1% (2.85 AC) ~ \ \
LOT 3: r-
LOT: 4.96 AC ~ \
BLDG: 74,250 SF ~
PARKING: 297 STALLS REQUIRED ~ \
P ARK;N~~K 2~;F~CT~LLS PROVIDED tn I hereby certify thar this plan, spt.-dfication,
PARKING: 4.0 STALLS PER 1000 SF OF BLDG (J) 64,400 SF or report was prepared by me or under my
IMPERVIOUS: 86.3% (4.28 AC) "b- ..l SITE NOTES dlrectsupcrvlslonandthatlamaduly
~ licensed Professional Engineer undL"!' the
LOT 4: ..., T CITY laws of the State of Minoesota.
LOT' 3 42 AC ,." ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH HE
BLOG: '57,100 SF ~ ~ OF SHAKOPEE SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
PARKING: 97 STALLS REQUIRED ...... c
13.3K OFFICE, 43.8K WAREHOUSE r-- . i REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES. lEE R. KOPPY
PARKING: 97 STALLS PROVIDED ~ \
PARKING: 1.7 STALLS PER 1000 SF OF BLDG ~ \ REFER TO CIVIL DETAIL FOR CONSTRUCTION DETAILS. I REGISTRATION NO. DATE
IMPERVIOUS: 89,5% (3.06 AC) -/ \ #41267 09/22/2005
LOT 5: ~"'" \ ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED !
LOT: 6.32 AC Tn \ OTHERWISE. @J200SRYANCOMPANIESUS.INC
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PARKING: 223 STALLS PROVIDED d\n ALL CURB AND GUTTER TO BE CONCRETE B612 UNLESS NOTED ~ 12
PARKING: 2.3 STALLS PER 1000 SF OF BLDG ,., OTHERWISE. ...y~
IMPERVIOUS: 80.3% (5.08 AC) . ...J....
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\ 10580 Wayzata Boulevard, Sutte 1
Minneapolis, Minnesota 55305-1525
\ \\@ phone: (952) 546-7601 - fax: (952) 546-9065
554 Third Street NW, Suite 100
\ Elk River, Minnesota 55330-1409
98,800 SF phone: (763) 241-0108 - fax: (952) 546-9065
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PARKING: 186 STALLS REQUIRED
40.5K OFFICE & 23.8K WAREHOUSE REVISIONS
PARKING: 186 STALLS PROVIDED
PARKING: 2.9 STALLS PER 1000 SF OF 11/29/05 - CITY COMMENTS
IMPERVIOUS: 79.3% (3.60 AC) 1-
LOT 2:
LOT: 3.35 AC ~
BLDG: 53,400 SF
PARKING: 85 STALLS REQUIRED
10.5K OFFICE, 42.9K WAREHOUSE
PARKING: 85 STALLS PROVIDED ~ r-._. "\
PARKING: 1.6 STALLS PER 1000 SF OF BLDG
IMPERVIOUS: 85.1 % (2.85 AC) \
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LOT: 4.96 AC ~ PONO-\ OFFICE /
BLDG: 74.250 SF
PARKING: 297 STALLS REQUIRED \ N'M..=746.00
74.3K OFFICE ~ H'M..=751'f WAREHOUSE [ hereby certify that rhis plan, specification,
PARKING: 297 STALLS PROVIDED \ \ or repon was prepared by me or undet my
PARKING: 4.0 STALLS PER 1000 SF OF BLDG \ 64,400 SF SITE NOTES direct supervision and that [ am a duly
IMPERVIOUS: 86.3% (4.28 AC) 1-~ \ \ licensed Professional Engineer under rhe
LOT 4: ~ \ ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITl-I THE CITY laws of rhe State of Minnesota.
LOT: 3.42 AC \ ~ OF SHAKO'" SPECleC. TIONS AND BUleDlNO PERMIT REOUIREMENTS
BLDG: 57,100 SF ~ ~- \
PARKING: 97 STALLS REQUIRED 'Fe \ t.-. \ REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES.
13.3K OFFICE, 43.8K WAREHOUSE lEE R. KOPPY
PARKING: 97 STALLS PROVIDED \ \ ~ \ REFER TO CIVIL DETAIL FOR CONSTRUCTlON DETAILS. REGISTRATION NO. DATE
PARKING: 1.7 STALLS PER 1000 SF OF BLDG \ \ .
IMPERVIOUS: 89.5% (3.06 AC) \ ~ \ ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED #41267 0912212005
LOT 5: \ \ !
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BLDG: 98,800 SF \ 1 ~ BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP.)
PARKING: 223 STALLS REQUIRED \ UNLESS OTHERWISE NOTED. SHEET NUMBER
41.4K OFFICE, 57.4K WAREHOUSE \...-' \PO ALL CURB AND GUTTER TO BE CONCRETE B612 UNLESS NOTED
PARKING: 223 STALLS PROVIDED ~ 12
PARKING: 2.3 STALLS PER 1000 SF OF BLDG OTl-lERWISE.
IMPERVIOUS: 80.3% (5.08 AC) · ~ TYPICAL FULL SIZE 90' PARKING STALL IS 9'X20' UNLESS NOTED
DRAWN BY CHECKED BY
(' OTHERWISE. 0 60 120 CDL lRK
PARKING REQUIREMENTS USED: ~ PERIMETER DRAINAGE & UTILITY EASEMENTS TO BE FILED AS I I DATE
SCALE IN FEET JOB NUMBER
4 STALLS/1000 SF - OFFICE SEPARATE DOCUMENT FOR EACH LOT AT TIME OF BUILOING PERMIT 0905~08 09 / 22 / 2005
1 STALL/EMPLOYEE ON LARGEST SHIFT - APPLICATION
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OFFICE / ~. I . I 2nd FLOOR: 81.5k SF /' / & 0 " .
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1!>V NOTES "SITE DATA: DEAN LAKES FIFTH ADDITION - BLOCK 2
~ /''''' q SHEETTITI.E
j~ / ::J' ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY BLOCK 2
~ / / ____ ' _ !<jq;Y OF SHAKOPEE SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
~ ~ '- , / q> LOT 4' SITE PLAN EAST
-@ '-"~ ///..,6 REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES. LOT: 4.60 AC
12 " / BLDG' 78940 SF
fi5I '-.: J REFER TO CIVIL DETAIL FOR CONSTRUCTION DETAILS, PARK'ING:' 164 STALLS REQUIRED
~ i / .' 28.4K OFFICE & 50.5K WAREHOUSE REVISIONS
3 II ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED PARKING: 164 STALLS PROVIDED 11/29/05-CITYCOMMENTS
II OTHERWISE. PARKING: 2.1 STALLS PER 1000 SF OF BLDG
12 I . IMPERVIOUS: 77.7% (3,57 AC)
. -- I l BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP.)
--= I " UNLESS OTHERWISE NOTED.
. -- . > LOT 5:
I I ALL CURB AND GUTTER TO BE CONCRETE B612 UNLESS NOTED LOT: 3.79 AC F
LIMITS I OTHERWISE BLDG: 67,200 S
LOT 7 -- . OFT/E . PARKING' 141 STALLS REQUIRED
53 160 SF -- R 2 j II / .
'~ TYPICAL FULL SIZE 90' PARKING STALL IS 9'X20' UNLESS NOTED 24.6K OFFICE. 42.6K WAREHOUSE
5 41 AC I / OTHERWISE. PARKING: 141 STALLS PROVIDED
. '" I PARKING: 2.1 STALLS PER 1000 SF OF SLDG
t / ' PERIMETER DRAINAGE & UTILITY EASEMENTS TO BE FILED AS IMPERVIOUS: 81.3% (3.08 AC)
( I / SEP ARA TE DOCUMENT FOR EACH LOT AT TIME OF BUILDING PERMIT LOT 6:
I I APPLlCA TlON LOT: 14.24 AC
,-- ---, - , )1 <. BLDG: 314.000 SF
,/ _. "" ___ I PARKING: 806 STALLS REQUIRED I hereby certify that this plan, specification,
/. ...........', --@ ------ "'-, 164.0K OFFICE, 150.0K WAREHOUSE or report was preparcd by me or under my
: (g," ", j PARKING SETBACK KEY PARKING: 806 STALLS PROVIDED direct supervision and thatl am a duly
I .) '\, "" - - - "'" I PARKING: 2:6 STALLS PER 1000 SF OF BLDG l.Jcensed ProfeSSional. Enh'1!leer under the
I I ' , -- - _ ~ IMPERVIOUS. 72.7% (10.35 AC) laws of the State of Mmnesota.
- - - - - - ~ - _ _ _ _ \. ""_ ~-..__ @n J~ J - - ~ 7 ~ - 30' REAR PARKING SETBACK (INCREASED FROM 7' ON PREVIOUS LOT 7:
~ ' - - - - -'~ - ~-=-----__ 20 ",un;LDG ~K"""'- _ .. @O "'" / '1 APPLICATION) LOT: 5.41 AC
: I . -. _ . ---- _____ 2~PAR'R'PsE'iBA~_____ ~ ~ - 15' FRONT PARKING SETBACK (REDUCED 30' - INTENDED TO ~L~G: 5?,160 ~ALLS REQUIRED LEER. KOPPY
i . - . - _ ----- ------____________ --- . -" / COMPENSA TE FOR INCREASED REAR SETBACK) A K~3~2/~FFICE
~ I . - . - , - . - . - . - , _ . _ ------------ ' - 0' SIDE SETBACK (TO ALLOW FOR SHARED ACCESS DRIVES, PARKING PARKING: 213 STALLS PROVIDED I REGISTRATION NO. DATE
I . POND B . - . - " -77 LOTS & LOADING DOCKS) PARKING: 4.0 STALLS PER 1000 SF OF BLDG #41267 09/22/2005
: I N\It\.=749.00 -..... ") - 20' SIDE SETBACK (INCREASED FROM 5' & 7' ON PREVIOUS IMPERVIOUS: 61.6% (3.33 AC) !
\ ! H\It\.-752.66 ) ) ,/' APPLICATION) 02005 RYANCOMPANtESUS, tNC.
\ \ ..... .;' ,/' . _ 25' WETLAND SETBACK (SHOWN TO DEMONSTRATE COMPLIANCE)
\ " "-. ./ .../ PARKING REQUIREMENTS USED: SHEET NUMBER
- -\ - - - - - _ '~~ _ -. - . - . -- . .../ ,/ ,,4- STALLS/lOOO SF - OFFICE
\ -- - - - - /- .... 10 SIDE SElBACK (INCREASED FRO" 5 ON PRE~OUS APPLlCAnGN) 1 STAll/E"PLOYEE ON LARGEST SHIFT -.... 14
WAREHOUSE (ASSUMED 1/1000 SF) ...~...
o 60 120 DRAWN BY CHECKED BY
I I CDL LRK
SCALE IN FEET JOB NUMBER DATE
0905~08 09 / 22 / 2005
-- --- -- ------ .-.. -- --~---_..--
BUILDING SETBACK EXHIBIT lYING
I MINNEGASCO PIPELINE EASEMENT DRAINAGE AND UTILITY EASEMENT PER DEAN
I MINNEGASCO PIPELINE EASEMENT LAKES FIRST ADDITION
BUILDING LASTING RELATIONSHIPS
-
- .-
RYAN COMPANIES US, INe.
16 50 South Tenth Street, Suite 300
Minneapolis, MN 55403-2012
./' 612-492-4000 tel
./' /' - --... 612-492-3000 fax
571'
140' I OFFICE / / WWW.RYANCOMPANIES.COM
I /
I WAREHOUSE /
LOT 6 I /' /
I TOTAL: 314,000 SF /' / /
14.24 AC I 1st FLOOR: 151k SF 200' I
I 2nd FLOOR: 81.5k SF ~o -e-
I 3rd FLOOR: 81.5k SF /' @ "-
I
67,200 SF I / J
480' I
78,940 SF 577' I /'
LOT 5 I
I ( I
LOT 4 3.79 AC
4.60 AC I @ \ Schoell
\ &.
[? @~ \ Madson, Inc.
140' 94\ '""'~~ I Planning Engineering Surveying
.-.-. . -.--- --- OVERLAY DISTRICT @
<lJ BOUNDARY I -l L20, / 10580 Wayzata Boulevard, Suite 1
--- ~. Minneapolis, Minnesota 55305-1525
if of /./' phone: (952) 546-7601 - fax: (952) 546-9065
.- ---- 554 Third 5treet WI, Suite 100
-.-'- --- @o /" // Elk River, Minnesota 55330-1409
. -!:!..MITS .EJ:JIER 4 @ phone: (763) 241-0108 - fax: (952) 546-9065
--- "-./ ./' www.schoellmadson.com
--- - I /
--- . UMITS 0 ~ "- ..........
--= .F~J /
/ PROJECT NAME
/ DEAN LAKES
"'-- -./ FIFTH ADDITION
"'-- /
"'-- / LOCATION
/ SHAKOPEE,
MINNESOTA
SITE DATA: DEAN LAKES FIFTH ADDITlON - BLOCK 2
./ SHEET TITLE
BLOCK 2
LOT 4: SITE PLAN EAST
LOT: 4.60 AC
@ BLDG: 78,940 SF
PARKING: 164 STALLS REQUIRED REVISIONS
28.4K OFFICE & 50.SK WAREHOUSE
REFER TO CIVIL DETAIL FOR CONSTRUCTION DETAILS. PARKING' 164 STALLS PROVIDED 11/29/05 - CITY COMMENTS
PARKING: 2.1 STALLS PER 1000 SF OF BLDG
--- ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED IMPERVIOUS. 77.7% (3.57 AC)
--= OTHERWISE.
--- BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP.) LOT 5'
---
OFFlCE- . ....!:!!!ITSOF UNLESS OTHERWISE NOTED. LOT: 3.79 AC
BLDG' 67.200 SF
LOT 7 53 160 SF . -..!/ER 2 ALL CURB AND GUTTER TO BE CONCRETE B612 UNLESS NOTED PARKING: 141 STALLS REQUIRED
, ~ 246K OFFICE, 42 6K WAREHOUSE
5.41 AC OTHERWISE PARKING: 141 STALLS PROVIDED
TYPICAL FULL SIZE 90' PARKING STALL IS 9'X20' UNLESS NOTED PARKING' 2.1 STALLS PER 1000 SF OF BLDG
OTHERWISE. IMPERVIOUS. 81 3% (3.08 AC)
LOT 6:
PERIMETER DRAINAGE & UTILITY EASEMENTS TO BE FILED AS LOT: 14.24 AC
/ / - SEPARATE DOCUMENT FOR EACH LOT AT TIME OF BUILDING PERMIT BLDG: 314,000 SF
/ PARKING: 806 STALLS REQUIRED I hereby certify that this plan, specification,
--=-...... ==-===== APPLlCA TION
164.0K OFFICE, 150.0K WAREHOUSE or report was prepared by me or under my
PARKING: 806 STALLS PROVIDED direct supervision and that I am a duly
--- PARKING: 2.6 STALLS PER 1000 SF OF BLDG Ucenscd Professional Enhoineer under the
-- BUILDING SETBACK KEY IMPERVIOUS: 72.7% (10.35 AC) laws of the State of Minnesota.
LOT 7:
LOT: 5.41 AC
- 50' FRONT BUILDING SETBACK BLDG: 53,160 SF
PARKING: 213 STALLS REQUIRED LEE R. KOPPY
- 20' SIDE BUILDING SETBACK 53.2K OFFICE REGISTRATION NO. DATE
.-'-'-'- PARKING: 213 STALLS PROVIDED .
PDND-8 - /-7; PARKING: 4.0 STALLS PER 1000 SF OF BLDG #41267 09 / 22 / 2005
NWL-749.00 --.... ~ 25' WETLAND SETBACK IMPERVIOUS: 61.6% (3.33 AC) !
HWL-752.66 ~ 2005 RYAN COMPANIES US, 1M::.
- 30' REAR BUILDING SETBACK
/ PARKING REQUIREMENTS USED: SHEET NUMBER
- -.-.---.. ./ W DRAINAGE & UTlLlTY EASEMENT (PROHIBITS BUILDING CONSTRUCTION) 4 STALLS/lOOO SF - OFFICE
--- 1 STALL/EMPLOYEE ON LARGEST SHIFT - ~ 14
~ WETLAND & WETLAND BUFFER SETBACK (PROPOSED CONSERVA TlON WAREHOUSE (ASSUMED 1/1000 SF)
EASEMENT) DRAWN BY CHECKED BY
0 60 120 CDL LRK
I I
SCALE IN FEET JOB NUMBER DATE
0905-008 09 / 22 / 2005
'-- -- ~ ~-----~-~ - - - -- --
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Parking Lot
R ~ .
,-- Dean Lakes 5th Addition
~--- ~ - - - -~
-'. - -- ~ :..--
PL -=- Coneflower Lane Jon . ~ .- _.~ -. - -
PL 11/29/05
11 '-25' 66' R.O.W. 30' 73'
(
180'-194'
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--,------- ------------ --- --~------
~
~
@
Carriage Townhome ~
Concrete Sidewalk Commefcial Builcling . ~
Street Trees ~
Landscape Berm O~
~
for Screening ~
0\
~ ... .; {~!:l P~king Lot 4li~. ~
, , . . ... . : 0 ""'~ .. 0 " ~
--.- - - / PL~Coneflower ume ,-- !!'/'I:L -----r- {
t
11' - 25' 66' R.O.W. . .. ., 15' 73'
. . " .,
165~-.179'
~
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6'3
~
@
Carriage Townhome
Concrete Sidewalk Commercial Building
<
~ / ,
/ /
Be"m Height 3.5' Parking Lot
~ .{;~ ~
h
-- - ~--- _ ';'h ~.- I .- ~- --~ -
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PL )1
11 ' -25' 66' R.O. \V. 30' 73'
(
180' -194'
]))~&ffil ILillk~~ <C (o)ml ~ft1kD)'~"~rr LillID ~ ~ce~{ffi (lJ) IID
--~'---'--_._--~---- ---.__.------_.-- ----. --~-------~
IMPERVIOUS AREA CALCULATIONS
Dean Lakes 5th Addition
November 29,2005
Total Area Impervious Area Impervious %
Lot 1 197,762 SF 156,825 SF 79.3%
Lot 2 145,926 SF 124,183 SF 85.1%
Lot 3 216,058 SF 186,458 SF 86.3%
Lot 4 148,975 SF 133,333 SF 89.5%
Lot 5 275,299 SF 221,065 SF 80.3%
TOTAL 984,020 SF 821,864 SF 83.5%
Total Area Impervious Area Impervious %
Lot 1 219,107 SF 178,134 SF 81.3%
Lot 2 195,149 SF 163,340 SF 83.7%
Lot 3 199,069 SF 165,625 SF 83.2%
Lot 4 200,376 SF 155,692 SF 77.7%
Lot 5 165,092 SF 134,220 SF 81.3%
Lot 6 620,294 SF 450,954 SF 72.7%
Lot 7 235,660 SF 145,167 SF 61.6%
TOTAL 1,834,747 SF 1,393,132 SF 75.9%
145166.56
Total Area Impervious Area Impervious %
TOTAL 2,818,767 SF 2,214,996 SF 78.5%
Total Area Impervious Area Impervious %
TOTAL 1,083,337 SF 815,008 SF 75.2%
Total Area Impervious Area )mpervious %
TOTAL 3,902,104 SF 3,030,004 SF 77.7%
SHORELAND CALCULATIONS
Dean Lakes 5th Addition
November 29, 2005
Allowable Proposed
Tier 1 OSF OSF
Tier 2 54,792 SF 44,365 SF
Tier 3 230,571 SF 170,439 SF *
Tier 4 47,306 SF 37,554 SF **
TOTAL 332,669 SF 252,358 SF
* Includes 534 SF in Dean Lakes 4th Addition
** Includes 3,484 SF in Dean Lakes 4th Addition
Allowable Proposed
Tier 1 OSF OSF
Tier 2 39,286 SF 41,855 SF
Tier 3 267,757 SF 311,829 SF *
Tier 4 46,998 SF 73,960 SF **
TOTAL 354,041 SF 427,644 SF
* Includes 13,713 SF in Dean Lakes 4th Addition
** Includes 6,674 SF in Dean Lakes 4th Addition
Allowable Proposed
Tier 1 OSF o SF
Tier 2 94,078 SF 86,220 SF
Tier 3 498,328 SF 482,268 SF
Tier 4 94,304 SF 111,514 SF
TOTAL 686,710 SF 680,002 SF
* Includes 14,247 SF in Dean Lakes 4th Addition
** Includes 10,158 SF in Dean Lakes 4th Addition