HomeMy WebLinkAbout14.B. Final Plat for Dean Lakes-Res. No. 6003
CITY OF SHAKOPEE /'i 6,
Memorandum
CASE LOG NO.: 04-001
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: R. Michael Leek, Community Development Director
SUBJECT: Final Plat of Dean Lakes
MEETING DATE: January 20,2004
REVIEW PERIOD: December 11,2003 - April 12, 2004
INTRODUCTION:
Ryan Companies U.S., Inc. has made application for final plat approval for the first phase
of development ofthe Dean Lakes PUD, i.e. the residential component.
CONSIDERATIONS:
The primary criterion for approval of a final plat is that it be in substantial conformance
with the approved preliminary plat (see City Code Sec. 12.09, Subd. 4). The final plat
drawing as submitted is in substantial conformance with the preliminary plat approved by
the City Council on December 9, 2003. There has been some reconfiguration of outlot
areas, and therefore some re-designation of them, however they are relatively minor
changes.
Comment:
The Engineering Department has submitted comments, a copy of which is attached for
the Council's information. These comments have been incorporated into the draft
resolution prepared for Council consideration.
The Building Official has commented that temporary street signs will be required for
inspections and emergency vehicle access, and this requirement has been included in the
draft resolution for Council's consideration.
The City Clerk has submitted comments, a copy of which is attached for the Council's
information. To the extent applicable, these comments have been addressed in the draft
resolution prepared for Council consideration.
2901838,2 1
The Minnesota Department of Transportation (MNDOT) has reiterated its comments
from the preliminary plat review, and these comments are carried forward from the
preliminary plat resolution.
Shakopee Public Utilities Commission has submitted comments, a copy of which is
attached. The applicant should work directly with the Commission to address its
requirements.
Comment was received from the Scott County Highway Department. A copy ofthose
comments is attached for the Council's information, and those comments have been
incorporated into draft Resolution No. 6003.
ALTERNATIVES:
1. Approve Resolution No. 6003, approving the Final Plat of Dean Lakes subject to the
conditions presented.
2. Approve Resolution No.6003, subject to revised conditions.
3. Do not approve the final plat and direct staffto 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:
Staffrecommends Alternative No.1, approval of Resolution No. 6003, approving the
Final Plat of Dean Lakes.
ACTION REQUESTED
Offer a motion approving Resolution No.6003, approving the Final Plat of Dean Lakes.
~4;,~/~~
R. Michael Leek
Community Development Director
2901838.2 2
RESOLUTION NO. 6003
A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING
THE FINAL PLAT OF DEAN LAKES [FIRST ADDITION]
WHEREAS, Ryan Companies U.S., Inc., applicant and Valley Green Business
Park, property owner, has made application for preliminary plat approval of Dean Lakes;
and
WHEREAS, the subject property is legally described as shown on Exhibit A:
WHEREAS, the Shakopee Planning Commission conducted a public hearing on the
proposed preliminary plat on November 6 and 20,2003; and
WHEREAS, all required public notices regarding the public hearing were posted
and sent; and
WHEREAS, the Shakopee Planning Commission recommended approval subject to
the conditions listed below; and
WHEREAS, the City Council reviewed the preliminary plat request at its meeting
of December 9,2003, and approved the preliminary plat of Dean Lakes; and
WHEREAS, the City Council reviewed the request for approval ofthe final plat for
the first phase of development of the Dean Lakes PUD.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF SHAKOPEE, MINNESOTA, that the proposed final plat of Dean Lakes
is in substantial conformance with the preliminary plat approved by the City Council on
December 9, 2003.
BE IT FURTHER RESOLVED that the final plat of Dean Lakes [First Addition]
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. Because this is the first phase of a multi-phase project, the final plat
shall be renamed "Dean Lakes First Addition."
B. Approval of title by the City Attorney.
C. The signature block for the final plat should be revised to state "City
Clerk" not "City Manager."
D. Execution of a Developers Agreement with provisions for Plan A and
Plan B improvements, as well as payment of Trunk Sanitary Sewer
Charges, Trunk Storm Water Charges, Trunk Storm Water Storage and
2901838.2 3
Treatment Charges, engineering review fees, and any other fees as
required by the City's adopted fee schedule.
1. The applicant may apply to the City and Shakopee Public
Utilities Commission for a special lighting district in order to
provide more decorative lighting. 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. Installation of sanitary sewer and storm sewer systems, and
construction of streets in accordance with the requirements of
the Design Criteria and Standard Specifications of the City of
Shakopee.
5. Payment of fees as required by the City's adopted Fee
Schedule for the entire plat, except as determined by the City
Engineer.
6. No grading shall take place until the City Engineer has
approved the grading plans, and no public improvements shall
be constructed until the City Engineer and the Shakopee Public
Utility Commission approve the Final Construction Plans and
Specifications.
7. Park dedication requirements as set forth in PUD approval
resolution No. 5986 shall be met.
E. Easements shall be shown on the Final Plat as approved by the City
Engineer. The following shall apply to easements in this plat;
1. The applicant shall provide ten (10) feet of drainage and utility
easement adjacent to all right-of-way.
2. All of Lot 19, Block 7 shall be a drainage and utility easement.
3. All drainage and utility easements that vary from the typical
shall be dimensioned.
4. The applicant shall verify the reference to Outlot F on Sheet 7
of 8 is correct.
5. The specified drainage and utility easements shall be dedicated
on all lots adjacent to the following sanitary sewer alignments:
. Twelve (12) feet North ofMH-234 to MH-233.
. Ten (10) feet East ofMH-292 to MH-291.
. Ten (10) feet North ofMH-294.
. Twelve (12) feet East ofMH-213 to MH-212.
. Ten (10) feet East ofMH-360 to MH-330.
. Ten (10) feet North ofMH-271 to MH-270.
. Ten (10) feet East ofMH-270 to MH-209.
. Fourteen (14) feet North ofMH-252 to MH-250.
6. The specified drainage and utility easements shall be dedicated
on all lots adjacent to the following storm sewer alignments:
2901838.2 4
. Ten (10) feet South ofCBMH-102 to CBMH-103.
. Ten (10) feet North ofCBMH-636A to CBMH-636.
. Ten (10) feet South ofCBMH-936 to CBMH-935.
. Ten (10) feet West and East of CBMH-743B to CBMH-
743A.
. Ten (10) feet West ofCBMH-741B to CBMH-741A.
. Ten (10) feet South ofCBMH-727 to CBMH-726.
. Ten (10) feet West ofCBMH-722 to CBMH-721.
F. Execution of a maintenance agreement for all proposed landscaping
within public rights-of-way.
G. The applicant shall comply with the conditions of approval set forth in
the Planned Unit Development (PUD) approval (Res. No. 5986) and
the Planned Unit Development Agreement.
H. The survey data (length and bearings) shall be shown for each lot.
I. The Property or Homeowners Association documents shall be
approved by the City Attorney, and shall contain provisions for the
perpetual maintenance and ownership of any outlot, conservation open
space easement area, and any other common areas.
J. The proposed full access on to the west leg of CSAH 16 shall be
redesigned to meet Scott County access spacing guidelines, and Scott
County shall approve the redesigned access.
K. Payment of cash park dedication fees totaling $245,155.
II. Following approval and recording of a final plat for any phase of the
development, the following conditions shall apply;
A. Building construction, sewer, water service, fire protection and access
will be reviewed for code compliance at the time of building permit
application(s),
B. All NURP ponds shall have either 12 inches of topsoil, or a depth of
topsoil recommended by the City Engineer to ensure infiltration
benefits.
C. Permanent, well-designed posts, SIgnS or other markers shall
selectively be placed at the comer of "Lakeside" lots to inform
property owners and others using the trail system of the existence of
the shore land buffer zone,
D. A drainage permit( s), as well as Metro District access permit for Dean
Lake Boulevard, will need to be obtained from the Minnesota
Department of Transportation (MNDOT).
E. An access permit(s) from Scott County will be required for both Dean
Lake l'rail and Dean Lake Boulevard. Scott County has indicated that
the developer will be required to remove the curb cut and
corresponding right turn lane on the east leg of CSAH 16 as part of the
access permit(s).
F. Any work within Scott County right-of-way, including any trail
connections, will require a Scott County permit.
G. No landscaping, ponding, berming, or signage shall be permitted
within Scott County right-of-way.
2901838.2 5
H. A street light be installed at the developer's expense at the intersection
0:( CSAH 16 and Dean Lakes Trail.
I. The base opening of all structures shall be established at an elevation
no lower than the 753' mark.
J. Any dwelling that is subject to a violation of state noise standards shall
be constructed using appropriate climate control systems, STC-rated
windows, or other appropriate materials.
K. All irrigation systems shall utilize rain sensors, and shall comply with
the City of Shako pee's water restrictions.
L. The developer shall be responsible for payment of any Trunk Storm
Water Charges, Trunk Sanitary Sewer Charges, security for the public
improvements, engineering review fees, and other fees.
M. Approval of title by the City Attorney.
M. Execution of a Developers Agreement with provisions for Plan A and
Plan B improvements, as well as payment of engineering review fees,
and any other fees as required by the City's adopted fee schedule.
1. Street lighting to be installed in accordance with the requirements
of the Shakopee Public Utilities Commission.
2. Electrical system to be installed m accordance with the
requirements of the Shakopee Public Utilities Commission.
3. Water system to be installed in accordance with the requirements
ofthe Shakopee Public Utilities Commission.
4. Installation of sanitary sewer and storm sewer systems, and
construction of streets in accordance with the requirements of
the Design Criteria and Standard Specifications of the City of
Shakopee.
5. The developer shall be responsible for payment of Trunk Storm
Water Charges, Trunk Sanitary Sewer Charges, security for the
public improvements, engineering review fees, and other fees
as required by the City's adopted Fee Schedule for the entire
plat.
6. No public improvements shall be constructed until the City
Engineer and the Shakopee Public Utility Commission approve
the Final Construction Plans and Specifications.
7. Security will be provided under the Developers Agreement for
completion of improvements to the open space areas.
N. Easements shall be shown on the Final Plat as approved by the City
Engineer.
O. The survey data (length and bearings) shall be shown for each lot.
P. The applicant shall provide 10 feet of total easement between all
building clusters.
Q. Any change in drainage entering Scott County right-of-way will
require the submittal of detailed storm water calculations to the Scott
County Engineer for review and approval.
R. The May 2003 revision to the AUAR for this project notes the
potential for violation of state daytime noise standards for the
2901838.2 6
proposed residences. Responsibility for the cost and installation of
any required future noise mitigation measures shall be the developers,
property owners association( s) or their successors and assigns.
S. Temporary street signs shall be installed at the developer's expense to
facilitate inspections and emergency vehicle access.
Adopted in session of the City Council of the City of Shakopee, Minnesota,
held this _ day of , 2004.
Mayor of the City of Shakopee
ATTEST:
City Clerk
2901838.2 7
"':''''''''eXHIBIT A to 5hakopee Res. Nos. 5986,5987, and 5988
Dean Lakes
Lee:al Description :
December 3,2003 i
I
The Southeast Quarter of the Southeast Quarter of Section 9, Township 115, Range 22, Scott County, Minnesota.
together with: I
Lot A, REGISTERED LAND SURVEY NO, 6, Scott County, Minnesota, EXCEPT Parce174, Minnesota Department of
Transportation Right of Way Plat No. 70-11 as the same are on:file and record in the Office of the Registrar of Titles in and
for Scott County, Minnesota.
together with:
The Northeast Quarter of the Southeast Quarter of Section 9, Township 115, Range 22, Scott 8ounty, Minnesota;
EXCEPT that part shown as Parcel 74 on Minnesota Department of Transportation Right of Way Plat No, 70-12 on file and
of record in the Office of the Registrar of Titles in and for Scott County, Minnesota.
together with:
The Southwest Quarter of the Southeast Quarter (SW ~ ofSE %) of Section 9, Township 115, Range 22, Scott County,
Minnesota.
EXCEPT THE FOLLOWING: Commencing at a point 32 rods North of the Southwest comer of the Southeast Quarter;
thence running East 13 rods, thence North 10 rods, thence in a Northwesterly direction about 13.70 rods to a point 46 rods
North of said Southwest comer of the Southeast Quarter, thence South 14 rods to the place of beginning.
EXCEPT that part shown as Parcel 74 on Minnesota Department of Transportation Right of Way Plat No, 70-11 on:file and
ofrecord in the Office of the Registrar of Titles in and for Scott County, Minnesota.
together with:
Government Lots 1 and 2, and the West 601.13 feet of Government Lot 3, Section 10, Township 115, Range 22, Scott
County, Minnesota, including the accretions and relictions thereto.
EXCEPT that part of Government Lots 1 and 2 shown as Parcel 74 on Minnesota Department of Transportation Right of
Way Plat No. 70-12 and that part of Government Lot 3 shown as Parcel 74 on Minnesota Department of Transportation
Right of Way Plat No. 70-13, all in Section 10, Township 115, Range 22 on file and of record in the Office of the Registrar
of Titles in and for Scott County, Minnesota.
I'
together with: r
That part of the Southwest Quarter of the Southeast Quarter of Section 9, Township ,,115, Range 22, Scott County,
Minnesota descn'bed as follows:
Commencing at a point 32 rods North of the Southwest comer of the Southeast Quarter; thence running East 13 rods, f
I
thence North 10 rods, thence in a Northwesterly direction about 13.70 rods to a point 46 rods North of said Southwest I
comer of the Southeast Quarter, thence South 14 rods to the place of beginning, f
together with:
Tract B, REGISTERED LAND SURVEY NO. 172, files of the Registrar of Titles, Scott County, Minnesota.
G:\CC\2003\12-09\Legal Desc 12-03-03,doc
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City of Shakopee
Memorandum
TO: R. Michael Leek, Community Development Director
FROM: Joe Swentek, Project Engineer 4~~~
SUBJECT: Final Plat - Dean Lakes
PID NO.: 27-042001-0, 27-909008-0, 27-908009-0, 27-909010-0, 27-909011-0, 27-
910008-0,27-264002-0
CASE NO.: 04001
DATE: January 14, 2004
After reviewing the above referenced application, I have the following comments for the
applicant and for the planning department:
Recommendation
I recommend approval of the Final Plat. However, the approval is contingent upon the following
conditions being addressed to the City's satisfaction prior to the recording of the Final Plat:
A. General:
1. Easements shall be shown on the Final Plat as approved by the City Engineer.
2. Execution of a Developer's Agreement, which shall include provisions for
security for public improvements within the Final Plat and the engineering
review fees.
3. Execution of a maintenance agreement for all proposed landscaping within the
right-of-way.
4. Payment of Trunk Sanitary Sewer Charges shall be made, as required by the
most current City of Shakopee Fee Schedule.
5. 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.
6. No public improvements shall be constructed until the City Engineer and the
Shakopee Public Utility Commission (SPUC) approve the Final Construction
Plans and Specifications.
G:\EMPLOYEE FOLDERSIlSwentek\Development.Reviews\Plat.Review\Dean.Lakes (Valley Green Corp Ctr)\FinaI.Plat\Final.Plat.Review.Dean.Lakes (comprehensive).doc
10f2
7. Provide electronic (Auto CAD) files of the Final Plat to the engineering
department.
B. Plat:
1. The applicant shall provide ten (10) feet of drainage and utility easement
adjacent to all right-of-way.
2. All oflot 19, block 7 shall be a drainage and utility easement.
3. The specified drainage and utility easements shall be dedicated on all lots
adjacent to the following sanitary sewer alignments:
. Twelve (12) feet North ofMH-234 to MH-233.
. Ten (10) feet East ofMH-292 to MH-291.
. Ten (10) feet North ofMH-294.
. Twelve (12) feet East ofMH-213 to MH-212.
. Ten (10) feet East ofMH-360 to MH-330.
. Ten (10) feet North ofMH-271 to MH-270.
. Ten (10) feet East ofMH-270 to MH-209.
. Fourteen (14) feet North ofMH-252 to MH-250.
4. The specified drainage and utility easements shall be dedicated on all lots
adjacent to the following storm sewer alignments:
. Ten (10) feet South ofCBMH-102 to CBMH-I03.
. Ten (10) feet North ofCBMH-636A to CBMH-636.
. Ten (10) feet South ofCBMH-936 to CBMH-935.
. Ten (10) feet West and East ofCBMH-743B to CBMH-743A.
. Ten (10) feet West ofCBMH-741B to CBMH-741A.
. Ten (10) feet South ofCBMH-727 to CBMH-726.
. Ten (10) feet West ofCBMH-722 to CBMH-721.
5. There shall be a total often (10) feet of drainage and utility easement between
all lot "clusters" in blocks 1,3,4 and 6
6. Dimension all drainage and utility easements varying from the typical..
7. Verify the reference to Outlot F on sheet 7 of 8 is correct.
C. Storm Water Drainage:
Please see the attached memo from Todd Hubmer and Ted Witkowski of WSB &
Associates, Inc. dated January 13, 2004.
G:\EMPLOYEE FOLDERSVSwentekIDevelopment.ReviewslPlat.ReviewIDean.Lakes (Valley Green Corp Ctr)IFinaI.PJatIFinaI.Plat.Review.Dean.Lakes (comprehensive).doc
20f2
." .
'WSB
& Associates, Inc. Memorandum
To: Bruce Loney, P.E.,
Joe Swentek, P.E.
City of Sltakopee
From: Todd Hubmer, P.E. ~
Ted Witkowski, Engineering Specialist -1'A ..".j
WSB & Associates, Inc.
Date: January 13,2004
Re: Valley Green Corporate Center / Dean Lake Residential Development
Storm water Maltagemeltt Plait Review
Sltakopee, MN
WSB Project No. 1566-00
The purpose of this memorandum is to provide stonnwater management review comments
for the Valley Green Corporate Center / Dean Lake Residential Development within the
City of Shakopee, The site plan and calculations have been previously reviewed. The
documents provided by Ryan Companies for this review included the following:
1. Stormwater Report-Dean Lake-Shakopee, MN- - RLK Kuusisto Ltd.,
December 24,2003.
Summary
The Stormwater Management Plan for the Valley Green Corporate Center / Dean Lake
Residential Development was previously reviewed on October 31, 2003 and November 13,
2004. The comments made in that review regarding "stormwater management review"
were not completely addressed by the documents provided. The "preliminary plat review"
and "preliminary plan review" comments and issues could not be evaluated as part of this
review because residential development grading plan and revised plat were not submitted.
The stormwater quality treatment volumes for the drainage area tributary to Dean Lake
indicated in the stormwater modeling calculations appears to provide the required volume
necessary to meet the City's criteria, Please be advised that the 4-foot average depth of
water quality treatment criteria is not being achieved by the proposed grading plan.
4150 Olson
Memorial Highway The stormwater quantity discharge rates appear to meet the City's criteria for the Kmart
Suite 300 Linear Pond and Dean Lake.
Minneapolis
Minnesota
55422
763,541.4800
763.541,1700 FAX M' I' St CI dEl 0 t't Errfr:'liWPW/M/566-00101l204-memo-bl.doc
Inneapo IS' . OU ' qua ppor unl y poyer
Stormwater Management Plan Review
January 13, 2004
Page 2 of 4
The City freeboard requirements could not be completely evaluated based on the
documents provided for review. The emergency overflow route elevations, low building
opening elevations, and low floor elevations were not provided for the residential
development. It is assumed that the required elevations will be incorporated into future
residential development area plans.
The stormwater modeling results indicate that minor modifications will be required to the
Pond 7 outlet which serves the Outlot H loading dock area and the Pond CP and 10 stage
storage input.
Based on discussions with Mr. Boyer from RLK & Associates, the storm sewer design
may be revised based on the review comments below.
The following review comments, outlined below, represent modifications or design issues
for the stormwater management of the site.
Stormwater Modelio2
1. The proposed Pond 9 outlet should be modified to limit the depth of water in the
loading dock depression. The use of an 8" orifice in a control structure does not
appear to be feasible. The stage storage input for the depression to elevation 951
was not reflected in the documents provided. It is recommended that the loading
dock area be discharge to the proposed downstream ponds at the lO-year event
discharge rate.
2. The stage storage input for Pond CP and 10 at elevation 951 appears to be
duplicated for each pond. The surface area input at elevation 951 should only
reflect the area for each pond or the proposed pond could be modeled as one basin
with combined surface areas above the outlet elevations.
3. The 10- Day runoff event could not be evaluated due to the drainage area CN not
being changed to 100 to simulate the frozen-impervious condition ofthe site. The
model input should be modified and resubmitted for review.
4. The current design of pond outlet structures does not incorporate the City's
requirements for skimming. The pond outlets will need to accommodate skimming
and details provided for review.
Stormwater Quality
1. The proposed stormwater quality volume in Pond 7, 8, CP, and 10 appears to meet
the City policy. The dead storage calculations appear to contain errors in the pond
volume incremental and cumulative results. The spread sheet formulas should be
verified by the developer's engineer.
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Stormwater Management Plan Review
January 13, 2004
Page 3 of4
2. The proposed treatment ponds 7, 8, and CP tributary to Dean Lake do not provide
the 4-foot average depth required by the City's Stormwater Plan.
3. The City has issued a concern related to the infiltration of storm water from the
commercial development ponding areas. To address this concern, it is requested
that the ponds provide two cells; the upstream cell to provide removal of pollutants
and the downstream cell to allow infiltration.
Freeboard Reauirements
1. The freeboard requirements for the Commercial sites appear to meet the City
requirements.
2. The freeboard requirements for the Residential portion ofthe site could not be
evaluated based on the documents provided.
Residential Gradin2 Plan
The comments outlined below were contained in our previous memo and could not be
evaluated until the revised residential grading plans have been forwarded for review.
1. The grading plan is anticipated to require modifications with respect to the low
floor elevations and contours illustrated within the residential development for this
site. The grading plan low floor elevations do not appear to be consistent with the
proposed contours. The low floor elevations should be verified and adjusted as
necessary to be in agreement with the proposed contours.
2. The proposed grading plan is missing the 758 and 760 contour elevations in the
vicinity of the residential portion of the site. The grading plan for the residential
portion of the development should be reviewed and adjusted as necessary to
incorporate the proposed contours which will correspond to the garage floor and
finish floor elevations. The low building opening and finish floor elevations should
be added to the grading plan to evaluate the freeboard requirements for the
emergency overflow routes within the development. The emergency overflow
elevations should also be added from all street lowpoints, rear yard depressions,
and ponding areas within the development.
3. The proposed maximum driveway slopes for the development could not be
evaluated until the garage elevations are defined on the grading plan. It is
anticipated that the driveway slope will be defined in the future for this
development.
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Stormwater Management Plan Review
January 13, 2004
Page 4 of 4
Storm Sewer DesieD Review
1. The Residential storm sewer design elevation for the connection from Bulrush
Blvd. to Coneflower Lane at station 3+00 appears to have an invert error at
Structure #931. The design calculations indicated that the invert at Structure # 931
should be at the 952.35 elevation. The Outlot I storm sewer design appears to also
contain the same error. The Residential design indicates that the invert at structure
#930 should be at elevation 750.89 based on the upstream connection from
structure #932 to # 931 and the proposed pipe slope from # 931 to # 930. The invert
elevation of structure #930 should be verified. The system design for the 900 series
structures should be consistent between the Residential and Outlot I design data.
2. The storm sewer system design calculations do not appear to be utilizing the
cumulative time of concentrations to incorporate corresponding storm intensity in
the pipe design flow. It appears that the pipe design is oversized and undersized due
to this time of concentration assumption. It is recommended that the cumulative
time of concentration be utilized to determine if the system contains the 10- year
event capacity.
3. The storm sewer design contains drainage area input that does not correspond to the
drainage areamap. The drainage area input should be verified with the drainage
area map acreage. The Outlot A design contains the majority of the discrepancies
from structure 108 to 102. The drainage area input for structure # 744 & # 632A
Res, Outlot B # 203, # 610, #101C, and 10lB should be verified. The Outlot I
drainage area of 0.82 Acres for the east building roof does not appear to be
included in either 322R or the 323R design. The design requires additional review
of the drainage areas.
4. The design calculations have been redlined with the portions of the design that
require redesign or explanation. The redlined copies ofthe design calculation are
attached to this review.
5. The Outlot I storm sewer design for structure #326, #325, and #324 should be
reviewed. It appears that the invert elevation for # 325 is above the upstream
connection. In addition, the upstream pipe is a 30" diameter cortnecting to a 24"
diameter pipe leaving structure # 325. The design ofthis system should be
reviewed and revised as necessary.
6. Storm sewer series in the 300's of Outlot I appears to be installed at depths greater
than 14-feet. An explanation of the need for this depth of storm sewer should be
provided.
This completes our review of the storm water management calculations for the Valley
Green Corporate Center/Dean Lake Residential Development within the City of Shakopee.
If you have any questions or comments associated with this review, do not hesitate to
contact us at your convenience.
F:IWPWIN\1566-001011204-memo-bl.doc
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CITY OF SHAKOPEE .,i
. .
Memorandum ' IH..
,/<1,
TO: R. Michael Leek, Community Development Director
FROM: Judith S. Cox, City Clerk~
SUBJECT: Dean Lakes Final Plat
DATE: January 12, 2004
With regard to the final plat approval for the plat of Dean Lakes, I have the following comments:
1. Since this is the first of five phases, should the title of the plat be the first addition and if
so how does this affect any agreements identifying the plat as Dean Lakes?
2. A draft petition for the City to construct public improvements identifies Dean Lake
Boulevard, Dean Lake Trail and Meadow Lane. Names on the final plat drawing do not
reflect these names.
3. The parties signing the petition should be the same as those signing the plat. Mr.
Thomson was going to point this out to the attorneys.
4. Signature block should state "City Clerk" not "City Manager".
5. Developer has signed the following agreements and they are on file with the City Clerk to
be recorded behind the plat: Master Development Agreement and PUD Agreement. In
addition there is a signed Conservation Agreement that cannot be recorded until legal
descriptions are prepared.
6. Delete conditions in the final resolution that have been addressed i.e.: has the EAC been
provided a document of the proposed master/property owners association that details
expected performance measures for restoration efforts, and the conservation easement
documents?
7. What are the improvements to the open space areas that the city desires security for?
What amount is desired for the security?
8. Development shall be in conformance with the preliminary plat approval and the PUD
approval. (Note the PUD resolution requires that payment of park dedication fees shall
be made prior to approval of the first final plat for Dean Lakes or in accordance with the
City's Developer's Agreement.
JAN-12-2004 12:03 SHAKOPEE PUBLIC UTILITIES 9524457767 P.03
SHAKO PEE PUBLIC UTILITIES
MEMORANDUM
TO: Shakopee Community Development Department
FROM: Joseph D. Adams, Planning and Engineering Director
SUBJECT: STAFF REVIEW RECORD COMMENTS for:
Dean Lakes
CASE NO: 04001
DA TE~ l/~~
COMMENTS:
Municipal water service is available subject to our standard tenus and conditions. These
include) but are not limited to: installing a lateral water main distribution system in
accordance with utility policy, paying the associated inspections costs, paying the Trunk
Water Charge) and paying the Water Connection Cparge.
Underground electric service is available subject to our standard tenns and conditions.
These include) but are not limited to: entering into an Underground Distribution
Agreement, granting any necessary easements) and paying the associated fees.
Street Lighting installation is available subject to our standard tenns and conditions.
These are contained in the current City of Shakopee Street Lighting Policy. Applicant
must pay the associated fees.
Applicant should contact Shakopee Public Utilities directly for specific requirements
relating to their project.
TOTAL P.03
,..
rsi>>tt scan COUNTY PUBLIC WORKS DIVISION
HIGHWAY DEPARTMENT . 600 COUNTRY TRAil EAST . JORDAN. MN 55352-
9339
(952) 496-8346 . Fax: (952) 496-8365 'www.co.scott.mn.us
lEZUE A. VERMILLION
If'UBllC WORKS DIRECTOR
BRADlEY J. LARSON
COUNTY HIGHWAY ENGINEER
January 14,2004
Michael Leek
City ofShakopee
129 South Holmes Street
Shakopee, MN 55379
0: Final Plat Dean Lakes
CSAH 83 and CSAH 16
Dear Michael:
We have reviewed the request for the final plat and offer the following comments:
.. An access permit is required for the access onto CSAH 16.
.. We recommend that a median be considered on Dean Lakes Trail at the intersection with CSAH 16. If a
median is not desired at this time, Dean Lakes Trail should then have sufficient right-of-way to
accommodate a future median.
.. There is an existing curb cut and right turn lane on C8AH 16 west of Dean Lakes Trail. The curb cut
and. right turn lane shall be removed by the development as part of the Dean Lakes access permit.
. No landscaping, ponding, benning, or signage shall be permitted within the County right-of-way.
.. We recommend a street light to be installed by the development at the intersection of CSAH 16 and Dean
Lake Trail.
.. Any work. within the County right-of-way requires a County permit.
Thank you for the opportunity to comment. If you have any questions, please feel free to contact me.
Sincerely,
Craig Jenson
Transportation Planner
Bmre Loney, City Public Works Director
I ~ 14'd5
DEAN LAKES ON rlt/j/
~~
l:l;;~
~~'"
ug KNOW AU. PCRSONS BY TH~ PRESENTS: ",at Ryan Companies US, Inc" a Minnesota corporation, fee owner, Valley Green Also in witness whereof said The Ryfand Group, Inc., a Maryfand corporation, has caused these presents to be signed by
~o<:> Business Park Umited Partnership, a Minnesota limited partnership, fee owner, The Ryfand Group, Inc., a Maryland corporation, its proper officer this _ day of 20_.
"'~
~........ fee owner and BNC National Bank, a national banking association, mortgagee of the following described property situated in
~1;J~ the County of Scott, State of Minnesota, to wit: SIGNED: 'THE RYl.AND GROUP, INe.
~iili!: ",e Southeast Quarter of the Southeast Quarter of Section 9, Township 115, Range 22, Scott County. Minnesota.
tl.;~~ By its
together with:
Lot A, REGISTERED LAND SURVEY NO, 6, Scott County. Minnesota, EXCEPT Parcel 74, Minnesota Department of STA7F OF
Transportation Right of Way Plat No. 70-11 as the same are on file and record in the Office of the Registrar of Titles in COUNTY OF
and for Scott County. Minnesota, The foregoing instrument was acknowledged before me this _ day of 20~ by
together with: of ",e Ryfand Group, Inc,., a Maryfand corporation,
on behalf of the corporation.
",e Northeast Quarter of the Southeast Quarter of Section 9, Township 115, Range 22, Scott County. Minnesota;
EXCEPT that port shown as Parcel 74 on Minnesota Department of Transportation Right of Way Plat No. 70-12 on file and By
of record in the Office of the Registrar of 7itles in and for Scott County. Minnesota, Notary Public, Coun t..v. Minnesota
My Commission Expires
" together with:
",e Southwest Quarter of the Southeast Quarter (SWI/4 of SE1/4) of Section 9, Township 115. Range 22, Scott County. Also in witness whereof said BNC National Bank, a national banking association, has caused these presents to be signed by
,. Minnesota. its proper officer this _ day of 20_.
EXCEPT 'THf FOLLOWING: Commencing at a point 32 rods North of the Southwest corner of the Southeast Quarter; thence SIGNED: BNC NA 770NAL BANK
running East 13 rods, thence North 10 rods, thence in a Northwesterly direction about 13.70 rods to a point 46 rods North
of said Southwest comer of the Southeast Quarter, thence South 14 rods to the place of beginning,
By its
EXCEPT that part shown as Parcel 74 on Minnesota Department of Transportation Right of Way Plat No. 70-11 on file and
of record in the Office of the Registrar of Titles in and for Scott County. Minnesota.
together with: STA7F OF
COUNTY OF
Government Lots 1 and 2, and the Wesl 60U3 feet of Government Lot 3, Section 10, Township 115, Range 22, Scott The foregoing instrument was acknowledged before me this _ day of 20~ by
of BNe National Bank, a national banking association,
County. Minnesota, including the accretions and rellctions thereto. on behalf of the association.
EXCEPT that part of Government Lots 1 and 2 shown as Parcel 74 on Minnesota Department of Transportation Right of
Way Plat No. 70-12 and that part of Government Lot 3 shown as Parcel 74 on Minnesota Department of Transportation By
Right of Way Plat No, 70-13, all in Section 10, Township 115, Range 22 on file and of record in the Office of the Registrar
of Titles in and for Scott County, Minnesota. Notary Public, Coun (v. Minnesota
My Commission Expires
together with:
That part of the Southwest Quarter of the Southeast Quarter of Section 9, Township 115, Range 22, Scott Count)!, I hereby certify that I have surveyed and platted the property described on this plat os DEAN LAKES; that this plat is 0
Minnesota described as follows: correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot;
that all monuments have been correctly placed in the ground as shown or will be placed as required by the local
Commencing at a point 32 rods North of the Southwest corner of the Southeast Quarter; thence running East 13 rods, governmental unit; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands as
thence North 10 rods, thence in a Northwesterly direction about 13.70 rods to a point 46 rods North of said Southwest defined in MS 505,02 Subd. 1.
corner of the Southeast Quarter, thence South 14 rods to the place of beginning, By
together with: Scott A Gyflen, Land Surveyor
Minnesota License No. 23002
Tract 8, REGISTERED LANO SURVEY NO, 172, files of the Registrar af Titles, Scott County. Minnesota, I
STA7F OF MINNESOTA
Have caused the same to be surveyed and platted as DEAN LAKES and do hereby donate and dedicate to the public for COUNTY OF
public use forever the thoroughfares as shown on this plat. And also dedicate to the public for public use forever the The foregoing Surveyor's Certificate was acknowledged before me this _ day of 20_ by Scott A
drainage and utility easements as shown on the plat. Gyflen, Land Surveyor,
In witness whereof said Ryan Companies Us. Inc., a Minnesota corporation, has caused these presents to be signed by By
its proper officer this _ day of 20_. Notary Public, County. Minnesota
My Commission Expires
SIGNED: RYAN COUPANIES Us. INC.
8y its SHAKOPEE, MINNESOTA
"'is plat of DEAN LAKfS was approved and accepted by the City Council of Shakopee, Minnesota, at a regular meeting
thereof held this _ day of 20_, If applicable, the written comments and recommendations
STA7F OF of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed
30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes,
COUNTY OF Section 505,03, Subdivision 2.
The foregoing instrument was acknowledged before me this _ day of 20~ by CITY COUNCIL OF SHAKOPEE:, MINNESOTA
of Ryan Companies US, Inc., a Minnesota corporation,
on behalf of the corporation.
" 8y 8y
8y Mayor City Manager
Notary Public, Coun (v. Minnesota
. My Commission Expires TAJcPAlfR SERVICES DEPARTMENT. Scott County. Minnesota
I hereby certify that taxes payable in _ and prior years have been paid for fand described on this plat. Dated
this _ day of 20_,
Also in witness whereof said Valley Green Business Park Limited Partnership, a Minnesota limited partnership, has
caused these presents to be signed by its proper officer this _ day of 20_. Scott County Auditor By
Deputy
SIGNED: VALLEY GRffN BUSINESS PARK VlllTED PARTNERSHIP
SURVEY OMSlON, Scott County. Minnesota
8y its Pursuant to MINN, STAT. Sec. 3838,565 (1969) this plat has been approved this _ day of 20_.
STATE OF Jim Hen tges, Scatt Coun ty Surveyar By
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of 20~ by
of Valley Green Business Park Limited Partnership, COUNTY RECORDER, Scott County. Minnesota
on behalf of the partnership, I hereby certify that the within plat of DEAN LAKfS was filed for record in this office this _ day of
. 20_, at _ o'clock _.M
By
Notary Public, County. Minnesota
My Commission Expires , Scott County Recorder By
Oepu t y Westwood
Professional Services, Inc.
L - ~
Sheet 1 of 8 sheets
I ~
DEAN LAKES
:..,~
!:l;;~
~h
~ug ........['/4 COR. or SEC. 9 4(
~12~ /' W1/4 COR. or SEe. 10. r.
S 1-1- / 115, R. 22 (SCOTT ea. elM.) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
~(;J::' - ,'- --- --- - ~.,~ ="'W^'" ~n1 11~- ~\/_D~:--::- ...~NORTHLlNEOF 1/~~'~Z~~EJ~r5EC. 10
-sO - - - -- I II\VIV/, r11':Jr]nr""l/ ,U,I' '.....::: L~, ",...;...;: /' GOv'T. LOT 2, SEC. 10 f
~gJi!: I - - - - - ,'vi/,';,\'t~:SC;r-~ ; ::;EP).,q-;'~:E:':-; D,~ -;-'i:\';.:v'S,=>D,c,'~~;-,'C/\' F.'f[:J'fi'; O,e' ~~~~; / ,\'0. ;'(}-~2 I \ ~~~'::~~~g,~~;.~;6~:7/~:;;;;~7;~-;C~F:~~~; ::C ;'(J-::S
~<ij~ I NORTH LINE OF , ....~S'L Y LINE OF PARCEL 74, MINNESOTA I I ~ _ . .,
I : GOV'T. LOT I, SEe. 70-, P;.f\'~'F: ;''; I / OEPARTMENT OF TRANSPORTATION RICHT I ,.)ANC::-":' ,4
,,-NORTH LINE oF THE NE1/4 SO,?o/. I " . -. I I OF WAY PLAT NO 70-12 I ..S'tY LINE OF PARCEL 74, MINNESOTA
....NORTH LINE OF LOT A. R.tS. NO.6/, OF THE 5[1/4 OF SEC. 9 ~08:r I A= 5<55'18 0.8.= ~~~i li"W : f \ /' DEPARTM[NT or TRANSPORTATION RIGHT
_ _ -'-- _ _ _ _ _1_ - -L-- - - - - - 99',~:. L~1J74-.00R-!.. _ ~ _ L'~244.70 _ _ S89056'~.€_ -", OFWAYPLATNO.7~13_
l'vt,'Nt:ESC;-~ ~,,-,-,.""... J .~"'-'w,m'n., cw,... n,' "".. ..n ',.,.. i'~,'?;tC::'c:cl;o~~:~r --~/;' '=:~~,",;:;;~=' F~~~ =~~-=~~:~~~~p------- _------"~-. /"
j.)L:'~')"""'lm'::"YI v,- 1,'V-.,~~,~vhl"""V'Y '\!v{7, v' ".n' ,y-,,;, ,v-" ,rNEOF"oF"TRAr-INO.10006'J2''E ...-:::o;:;:;.~7./' If ---::::-::--=-:::'---4' __ ~_~, /A \
I ~ ,St..~:RTMEN~,AY'Pt..AT N1S ...-:::~o.-;;41'24,/....-- II _ I -___- ~.:---- .
rA I oe: tfT of 64- .:::;::. --:::::- - !>'~O 36.8' I I ~\~ - *- - - - - !-------~ 60113 -7--- \
''''''''''H~'' ..".. "';::~ .-" ~)~"'::- NESO I RIG. .::::;~ 1..",,1916 , I \ ___~_ . .__
f1J"n..,.." ".....,1,,,,:: cJ,-:-,..,:J..,) EXCEP TION 74,~JNnorJ \ 1183 ..-:<~~ "",,35~y/ II '''BENCHMARK:
of PA~~~~5PO~~" -- "" "" ~ ~,t8,,8 ~ I 1 TOP NUT ON HYORANT j;,
. "'FI"'-' I 'L' UN"ENT of AT NO . 10E--- ' - '" '" 8..SB 0/l7l.0r c I I ELE"=757.61 FT. (NAVO-88) {. . ;.
,., ~cc (~"PART~ WAY pc tl150010 "" '" ~ C. "J' I I I . ~ I!
I C;:.. }oJ OUTLOT D (.Ij' 2It<. ~ ~s
G ~o II c/o' ...;1
0' ':2 ~ I I __ ~_
t -_ ~~ ! I '-- A $;. ~ ;!
. ---__ VI _ Q
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oun.or J
-------
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/
, ,;""
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<l:..- DEAN LAKE
~ (ELEV.=747.0 FT. 3/05/98)
OU7l.0r N -
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V'
I
I
I
\ ~( OU7l.0T 0
(;:;., ' co. RD. NO. 16
~,"",'C. ,\'v. ,b ~ N89029'41.W ./
( -- " ,
-- , ' I
-~ --- SF COR. OF SEC. 9 &: SW J ~~($l "...
I --- COR. OF SEe. 10. T. 115, I ~o~ ........-MEANDER COR.
R. 22 (SCOTT CO. ClM.)--- ~.. (SCOTT CO. OM.)
I ......
~
,
0 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT
'.. SET AND MARKED BY LICENSE NO, 23002
. DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT
FOUND
..... DENOTES EDGE OF POND
- - DENOTES EDGE OF DELlNEA TED WETLAND
~ BEARINGS ARE BASED ON THE WEST LINE OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 9, TOWNSHIP 115, RANGE
22 WHICH IS ASSUMED TO BEAR SOO 025 '39 "E,
NO MONUMENT SYMBOL SHOWN A T ANY STA TUTE
REQUIRED LOCATION INDICATES A 1/2 INCH BY 14
INCH IRON MONUMENT THA T WILL BE SET WITHIN 1
YEAR OF THE RECORDING OF THIS PLA T. 300 0 300 600 900
~- ,
BENCH MARK: Scole in feet Westwood
TOP NUT ON HYDRANT LOCATED ALONG NORTH
SHEEr INDEX MAP LINE OF OUTLOT 0 (SEE PLA T)
Nor '0 SC"U ELEV, = 757,61 FT. (NA VD-aa) Professional Services, Inc.
L Sheet 2 o( a sheets ~
I ~
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -... - - - - -... - - --....- DEAN LAKES
......--
,/ --
,
, ,
:>..,~ , ,
, ,
t(;~ , ,
~~'" , , ------- Orainage and Utility casements for tMs sheet are shown thus:
<.>g , ,
~oo , ~ ~
, __J_________l___
"':c: , OUTLOT 8
S........ , ,
~~:> " t I
...,0 , IVOOQ2S'o4~W
~~i!: , -' 346.00 N89034'OJ-C N89OJ4'29~E Being 10 feet in width. unless otherwise
, 20.JO....~:::: -...., "'....7~27.00
~V)'!: , indicated and adjoining right of way lines os
, SOoo25;t~~-?~ \~ shown on the plot.
, , CB =587'tJS'J?"W
, , ~~
,
, ...---\P~"'0'6' ~~ . L,=5'5S"8
, ~~ <].,,~~J L=1174.00
, '0 \': 6 R=ttJS9. '6--~
: N89f>34'OJ-[ _.... ~~ /s;..;>-. ,'"
\ 346.00 r-~ .......- ~1359.1f? . . {..
\ I':..\.... __~ Ig ")" ~'-' ~ 1- L.if~'2j" C B =S86OJ6 J2:.-W_ - - - =!:=-
00-- ',\ <:: , "... .~,J_:-r'''''''' rI -- _.6~====:=::===:::::.::::-.---- I
\ _... \ < ''''~og;.?SS?~ 1,~1"e: ....~" S6'go .........------- /" C:v' [, I '32 E _ - ==::: f T - [DGE OF /
SQo"Z5 J...t IJ;)'ofO..J"if, , "r'~1 ,;..;'" ~ _-;::;-;::;.-- OEUNEATE:9/ ~
\ \1 ......\..p;~6' If< " , ,,,,,/ ~~C' 11...) _-;:::::::::::::::- 0 WETLAND-!-l.I
\ ~~o c::~~:;6> , " nr',l:tr\1 ~ -;::::.- ,l...J ~
'\ ~~ '{o,.s.so~.;.~" ".,~t~~~ II' (ll"r 4 -:::::- SEMEN! l() Uj
,,.. ( -- A ."'l
, t/'j .j~~:~,>t\ -rCl~I'lI' ~ ~::::;::::.- pWELlNEE ..,
'\, ~.J:. 'G>o/" I l , ~ SeO 2189 ~ ~
DETAIL 8 ~4O~ ~ ':f:::: ~ tlNEGA NO, 6 t:)
" ... ".. _ -:::: -:::: ~ I ""--~ER DOC. ~ ~
, , NO SCALE ,,'
, , ~' _:::::::::- 1/ OUTLOT C C)
", G. 79- _;::::.:::::- IU1y' ..l "t-
. , '- __169 _ -;:::=- - [)i'f F"C113393Z .....
... -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - ~ --- -- ;::::. - RoUND U60C NO f.u
UNDfRG ",1 pER <0 ~
EASEt.AE L!J=2201S'19" ~ ;l:
_...l=194.2' " (ij
/f---~Z~ff~:~:~ 1LECTRIC ,,_22,""'::/ R=SOO,OO /-DcAN UK. !<J
- L"lE0l~-' =::_ I cS BOULeVARD !.:i
------------- II OC. NO. 100413 - - - - - - - !!!.0l!..5_ _ 4~o43.21... (jj
""""...-- 96 0 -;........ U /J-MINNECASCO PIPEUNE EASEMENT ...L.::!......4!...!1.... __ 26495
// V';~~~il~~ ............,
//"" ,,""r?-l>~A " -
/ / \ L=14S.4T--
I R",467.00 ~ IS
! " L:l=17050'26
/ ....>:~~1'.46~E !i::g
,,"" L::27.34 !& 11~
-;:::-R::120.00
, .6""Jo03'17~ OJ ~
----- 53./1 'JO~[ CO )
""""""..- 504018 ~
, , S'.s...o
" "-
~~t7>o t;
<S'~.
~, , .0 .s.......o OUTLOT J !&
:;-/ OJ
, ,
------------- - (:j
OJ
~
~
346.71
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IT\
'>
Z
r-
c:;- '>
~
t"\
~ (/\
Cl:: OUTLOT N
Cl' )-
" ~
, (') ~
Cr:::
~
iJ..... ~
. 200 0 200 400 600 :3 ~
~-- . ('G
~~:: "-
Scale in feet ~'~
:; ~
"
0 OENOTES 1/2 INCH BY 14 INCH IRON MONUMENT ,C5 " ~
SET AND MARKED BY LICENSE NO. 23002 -' // , -,-",,"-'
589OJ4"8''w
. DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT OUTLOT 0
FOUND -
-6- DENOTES LIMITED ACCESS TO MNDOT : - ~
. -- /510.15
-~ \ C - 2656:1!... ~'C. F.'C. ,"'0, 25_ _58:""'2941 'E --- -
BEARINGS ARE BASED ON THE flfST LINE OF THE , --
SOUTHflfST QUARTER OF THE SOUTHEAST '....... -- ---
160 --sw COR OF THE 5E1/4 __
QUARTER OF SECTION 9, TOWNSHIP 115, RANGE OF SEe. 9. T. 1/5. R. ___ __
22 WHICH IS ASSUMED TO BEAR 500025'39"1:. I I 22 (SCOrr co. elM.) SHEET INDEX MAP
Nor TO SCA(€
NO MONUMENT SYMBOL SHOWN A T ANY STA ruTE
REQUIRED LOCA TlON INDICA TES A 1/2 INCH BY 74 NOTE: ALL OF OUTLOTS 8, K, L, M AND Westwood
INCH IRON MONUMENT THA T WILL BE SET WITHIN 1 o ARE DRAINAGE AND UTILITY EASEMENT
YEAR OF THE RECORDING OF THIS PLA T. Professional Services, Inc.
L Sheet J of 8 sheets ~
I ~
~~ DEAN LAKES
~~
~ ~tl
~u'"
~oo ~
o;::~
~ ........
~~::> C.S.=S87"05'J5"W TRU,^:/{ h'/Gfl~~'A ~/ l..../O. 101//169 a~"-PASS
-sO d =5"55'IS"
~lXli!:
~~~ L-"74,oo .,....UNDERGROUND UTiLITY FACfUTY .... - -BENCH MARK:
---R=:t1359.16 ~.... 4-'-MfNNEGASCO PIPEUNE EASEMeNT /" EASEMENT PER DOC. NO. Tf33932 ".... TOP NUT ON HYDRANT
" / ELEV.=757.61 rT. (NAVD-88)
.6 ""roJ7'55" ,,<? PER DOC. NO. 62189....\\ I' _DRAINACE AND
L=32356 :?: I ~\. ...-- 1\ C " ! 2244.70 i NS9"56'4fj"W ,,/" unuTY EASEMENT
R".,u'S9.16 -l....l \/:_. /! ~~ 'I
" / " 2194.87 , (,
, , --
,I ~'.i; ~---..1. / ,.i I I 40 . -..... SOOOt4'45H[ I 1012.94", -/ 1"-
=:;;;: ;;:9;;:~~--=:=.,E-=-=f-~=~~Kd::!===========.=E==t-~f',:?0.:.C5____-_-.i--- <0 __________ i::. :;>88.32
~ I r:;-- -----___:::::_ - -, -- S89cS6'46HE \ --~-UTlLlTY[AS[MENr T ------ /
!-aJ ,-- f 829,12 S89<'JJ6'4;:ET-:---="-=:'--:::~'""_-:- ---=:.::::::.:::.=. 63To~ - - - T - -=-_+~~...... PER DOC. NO. 59373 _1---- --..-....
~ I I' c:. I..' 1316.04--___ --:J__) ;J50~5 , _--- _-"'7"-::;'
(jj !-oJ f-- 40 "" ~/ 1V800---. --- f446"w --, -1- 579"2837
SHEeT INDEX MAP ~ I r:--;:::=---DRAINAGE:ANO UnUTY[ASCM[Nr--' 2B'55-W--r__ ~ "1-------- ,--21-
NOT TOSCALC CQ ~ ""'-/1;:- ('.) ---+ __ __----- 1 970. ~
<<<. ~ 1 II '" \ r ---'"<-- ! -.
<:J ~ I~ ' I 5CO PIPELINE NO 62189 "t- ()
""l I J~ '~--MINNt~:NT PER DOC. . -$ ... _ ~o j:-
...... I I~ EA5 O'l.1'A~/r^\6">r;.j...., ~. A cS
" kI I I OUTLOT D s~~~"'') , ,"'\t 0. (~
!f! ~ I I ,_~~~-=r:c.__ . . '" /\. / '" '(
(f) ~ I I~ lil ~--.. "",-J" . --..... t-
J.u ,... I /; 'tG\,.tos.i\ / $.. .:-- ./ (f)
~ I 110 ("> ~\~-{ <j?too//. 17' 25689 --..;}". ~-
Ci) I-- 40."? ,'V~~',; ~\'l-~) '" N89"56'46"W \ .;;:.-. LJ
I I \\7\\ -,a<"\\ /( c)< ~ . J fA. (~
\l'o"5o~~ 1\ / ~~ __ Cl
II II ~":>\l"1S' \f' /,'~. ......
I __'__ ~;:~~ <:l....".;>; t \ . o~ ~ Z<. 0:::
, ""l - - - _ _ _ 723.41 ~ ~ \ ~ l. R'<>;.>.O, ~ ' >1!l;,. ~ ,,' ./ . I en
~ ~-'D6727 ------__..::,~ '-~~ffj'o"', /f!f?:Jr'" ~ 'r', + '" ~' . '" f
I " -- 769:~ _ ""l _', \~o~, fjJ~~ KeEL ENERGY ,60)/) . j i/is. " . " ::~
~c DEAN LAKES BOULEVARD"--f-7 I, /",J \~\;~\." r,~&~~[":$'T",."" ~;';iy l'" ... I..J. OUTLOT E '" _ &l
. IQ NOT I - - .If -r- \ " 44~.... \S' \\ ~.... ") .....
tih WOODLAND TANCF:NT_/" 1....-'5024__'-"::-_-~i"~~o_ }, <.t>,,~ce.. "', $:..
~~ COURT-_ "... \N840S6'24"W l!> ---- ~_~'b~ , l#- .';-.--. :;;:;.
<il " -.....~~/2LLt__ "-- : ~~il+-':..-_... ....... 'f
R=7000 ..... 42548 \'.....' / NSP ----_.
; sl'tl::l::1S L"f7155-_~--, "'"9~08'5J" - /~'-- 5;';J :-..,," ''''14Jt:~~~g~r:f/J~1<. ~--r-~---,...__ "'- "'-
6 R=56.50 I _ -- - ~4429"El/ ...\ -.I ----_ ~....,,>k.' \ ---- 0
",=173"58'01' 19.299-"--_ ___- -I __ - ,~' )--4738 "'- ---~ --~_L::; '" ?'
N300l45JW ,,___ ---_~____-"-PONO-::- /' \. be 98 _S84"44'29NE ~ <c-__~___ Iff
'36'W... --' ,-- I -o;)~~ ~\ , --
___ $05003'2061< --;--~--==:::r--'-~'i ~-.:...484J4.J~ S8~ '=--~ _ ............
-- 525.00 N84"56'24.W \ : ;-~ / ______:!.'E i . ~---:--.~ -~ (t
_.. . -... /SURVEYL/N[ '., t " ~....- -- ---.-L'. k ~ - l
Orarnage and UMty Easements for thiS sheet ore shown thus: f ,. -.--. ~.~..'-"-.., i _/ ~ 1041.78 -- -- - '-~
N87"1522E J .......... ! I ".I'&., So, .. :----' II
~ 2 -, h OUTLOT G y::.l_~9d!__:':' _,s..?" " / .~, /:, :\ 8452J[ ',~ ' I
............. ... _ . -.............. <0' '. ;'~\ .II\;:. . '2:. lr) i1i. I
J 1 iik. . /- -...., S': ~rv// .__-- - . -- . ~ .........<'!::s:,J<,f- -.6o\f!J.'./~O _ A. j,jl;..~l'.3\~ ~ ik51:t--o<~
__ _________ ___ ~ / ,.s.s .") I ik""j "'" is s~ ,q 01..1> ~
ft.....:" ;;JJ.. i,.?i6 /- ~ '''''''o?.9'bt5'~ o~,\'\Oj/ \ ~ ~ :! ..................,/y'61- ~-'t\ ===---=-
......,. ,,~l)\1~'/ ?J A ,,~~iS~ ~:;'?/. t::. '~1- - .... ~:~_l ~~~...--
,!eir;9 10 feet in .wid.th, u.nless otherwise ....\ ~;.. ....... , , /' / ~ ~ \1. ,,"'- \ ~ -::;, ~\ .a:: ~
'ndIcated and adjOIning right of way lines os POND \. ",..... / .", ~ "...... ~/ '* I ~/.../.&.. ". " .. iI:$:.,..., "~
shown on the plot R~;67:00_<, I "/! -or\";,- ........~...' '-"::" 'Ij ~'~ ' ' ... ,- . - ' ,109~
6=325923', ',.._.~~ \\ <=1:JU. ~/ ~ \.6'...J;""-. - "fll.
_,"'.20.- ........~ .. '" ........~. OUTLOT F ~- I
584004"50.1'1/ ~ \ . 7 i'f,,\ V' \ ~~l
77J8--- ~~\ \ ........~ /' ~ ,>:"" ~C\ ,.
"34',i"E 0-..1 ~ ~ ~'" i!i.. / . \ ~t'<I jj!&.
{:> $11 107.51<-"/ 1~\ ---- ~~ . g I I.
~~ S02",O'J4'W '\ 4. \ . ~l \~ "'- ,J,./ ?~I
0~ ,\ \ \ " \ \ -tv,
SI9"I4'JJ"W /' ~ ... ~ \ ' k /'
~ s 107.45-':::: I PSi; '-\ . . \.)Q:: I.
~ "S"s".', '""~I I \~ . "I: \ ,~/.
~ a lO:~;", _/ ,~",I I ... ~~-.::.' s~ ,~~,~
"", ;q~J . ~ ~....... j:"')' . -. ....iJ" &.
~ . .~ , g, ~'" ~ ~ '-'" ~t"" y ~"~o
~ ~.\ ,,'f' ~ I I ~ DEAN LAKE ---..0 "'" <' +~
4' 9\" ;.ot.. uRVCY l.lN€ :1 ~ ............~ ilk -',', I~. ~
ry"" ,~--,.. (6"J"16"' .:--~ I! (EL[""747.0 FT. J/05/98) ~~~ ,~f 7
Cj ....p I N 3J0l~ -- )'..3".>. r: .a. -:?'
,.' ~-J-- '" ........~ ~ /
S?'J ...~ . _ .io. :::..... ~
" 00'1 '; r~ ' - :...J J ........~ ~Y
ftO. 0.rv/. ;: ___- ~
S/40 __ <.;I/, / -----
()~'J'~w ....~. . -.... o<V; f
\, .96..~::- .~'\;" 7
~,>,) "'- ~;~. (~
ll)~ ~&Q\\\ / ~
t-.... k.r N89".J7'288W g:2 ~ i I ~
[:j ~ 5600_,_,:!_\ QL.:.. / ~
~ (f) SOO"22'J2"w 'C" / ~ BEARINGS ARE BASED ON THE WEST LINE OF THE 200 0 200 400 600
Q:) 70.00_<: A ,;V, \ SOUTHWEST QUARTER OF THE SOUTHEAST ~--,
[:j l".. ~-~-,., '0"/ - \\ OUARTER OF SECTION 9, TOWNSHIP 115, RANGE Scale in feet
(f) a 5 ,;;;, \ / \ 22 WHICH IS ASSUMED TO BEAR SOOo25 '39 '.E,
o ~ ~I / O;x, ~)
:; ~~' 2 // /! 0 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT
~ . ':;;0.,7-- 1( NO MONUMENT SYMBOL SHOWN AT ANY STATUTE SET AND MARKED BY LICENSE NO, 23002
, 589051' "E \ REQUIRED LOCATION INDICATES A 1/2 INCH BY 14
/ 44 \ ~ INCH IRON MONUMENT THA T I!1LL BE SET I!1THIN 1 · DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT
~~/o;r ~~c'~~. ~. ~,~~ /' ", ~ YrAR OF THE RECORDING OF THIS PLA T. FOUND
R. 22 (scorr CO. CIM.)--- - .....MEANDfR COR.
(SCorr co. elM.) -'-"- DENOTES EDGE OF DELlNEA TED WETLAND
BENCH MARK: -6- DENOTES LIMITED ACCESS TO MNDOT
TOP NUT ON HYDRANT LOCA TED ALONG NORTH
LINE OF OUTLOT 0 (SEE PIA T)
ELEV. = 757.61 FT. (NAVD-88)
NOTE: ALL OF OUTLOTS E, F AND G ARE Westwood
DRAINAGE AND UTILITY EASEMENT
L Professional Services, Inc.
Sheet 4 of 8 sheets ~
I ~
::..., '" Drainago and Utnlty Casement. far Lat. 86-89 Drainage and UtRity lOa.ement. far Lof. 1-84. 810ck I, D EA N LA K E S
~ ~ B1(JCk , are shown thus: Block 2. Slock 3 ond Outlot H are shown thus:
SS~'" I I
~ ug 1 1 ~ ~ ,
~e~ 5 rs _1___________1__ ~
"...:'i I- l- <::I --, c ./
~!il::' - 1 I - t t /
;jl~ ____l__..J L__1____ / ~
~ ~ Being to feet in width. untess otherwise
~ Vi ~ indiCQted and adjoining right of way lines os SHEET
shown on the plot.
Being 5 feet In width. unless otherwise
indicated, and adjoIning lot Ilrrt!J$. and 10 feet
In width. unless otherwise indk:ated ond
adjoinIng right of way lines as shown on the
piaL <.JEErs
ofBSP
Er .3 \
SEE St'fE ~
-~-
SHEET INDEX MAP
Nor to SCAlE
_ ~L>9
I
'r-~- - SEE SHEET 6 OF 8 SHEETS
\ /
\
~ ~
20 ~ 19
t.:> 40 559037'28"[
~ lMOO
~\ 9 g g 18 liS
o - ~ ~ l~
~M ~~~~ ~~7~T
~ ")> 114.53 g.:!:::. g 108.00 Ig
tT\ Z 10 '" ~ i'l '" 17 I'"
<.n N8gOJ7'28"W ") ~ ~ "" S89037'28"E "'1 au TL 0 T H
~ ;,t:;.. g >::'~ g 1/4.53 0 ~ ~ <::J 108.00 10
'4 ~~^ ~ ~~ :f{ 11 ~ fl ~ 16 l~
\J.l <O~ tT\ ~~ NB90J7'2B"W 589037'28"[ I
O :Eo 1Il c g~ <::l 2 1/4.53 0 g g () 108.00 Ic:>
~ tIl ~ 0 . <.0 () C
"'T\ -\ ~ ~ 12 <.0 ~ ~ iii 15 (.0
(>> :x:l NB9031'28UW C1ti: N89037'28WW ..., -., S89037'28UE e
\ )> 108.00 ~ ~ 114.53 10800
~ _ g J g ~- 13 g g 14 g 88
M \ ~ N89<>37'28UW ~ ssg037'Z8T <ri lci S89037'28WE '\0
~ \ __ _ _ _'J2P.QQ _ _ _ _ _ -1'!:....5-!- _ _ _ ..., .., 1011.00 ~..., fQ
U\ ' ...... \ 50237 ... I-u
-...: ....~"\..2if~;SS06wW. .......'1g~~J7'.287: ~ I /4000 ,,'- ~
____ 525.37 161.15 ~ . / <i)
-au{kUSH .8r;S2----;;e9"37'J~ - - - __~ ---, , ",-PONO-/ Q3
\~ / 200.00 '';;'8~~47''5"W 178.00 S89.'''''"' , --__~:,:!'>I..'1J'09 ,- / 87 ~ ~
~ g ~6.0p" g g ~6o.0 H ~ -......., ,/ 34.00 22.0022.0022.0022.0022.0022.00 347fO 34.00 22.0022.0022.00 2.0022.00 34.001 .........,--/ c -~6.00 0 \ ~ "t-
':: ~ ~ 589 3827"E ; ~ N89 3728 W ~I ~<.,j~ t: 51 52 5.1 54 55 56 57e t 59 60 61 62 63 41}<J \/ ~N89041'46wW ~ ' ~ ......
::t) ~ J6 43 2 .~~ 1;; g 50 g g g g g g g ~g g~8 g g g g g g64C:>1 _~ ,l..J~ ..., 65 ..., k.I
~ ti; t: ~ 66.00 ~}o ~ g 66.00 81."ii: ~ i: ~ :g:&:z:g:g:g:g~:g:g ~ :g :g :g :g :g :g ~ ~ ~~. .~ g 66.00 c .:.:: r~ ''''',40.00 1 c:> ~
~l t> ~ ~ 37 ~ e ~ ~ 44 ~ p: ~ ~ ~ ~ I g~ ~ <'i 66 ~ ~ t l~ -". I ~ ~
C) ij C\j c:> ~ t>;, <"l1l1 '- ] <:01 CtI C\j C\j ~ .... ol~ -.., 86 I '"
"I '2 \) c 66.00 goo g 66.00 21 ~ ~ 34.00 22.00 22.00 22.00 22.00 22.00 22.00 34.00 34.00 22.00 22.00 22.00 2200 2200 3400 tJ: .... C) 6600 c - CtI CI a ""... g - kJ
~ ~ ~ 38 ~ ~ ~ ~ 45 ~ ~ ~~ 200.00 N8904''46~W 178.00 S89C4':46wE . . '\ g ~ 6'7 ~ g ~ 85 ~l ~ '......, ~I !li
~ '.i g 66.00 g' g 66.00 fSl tl~ 'I' ALL OF LOT 84 IS DRAINAGE .,DRAINAGE AND IJTlLlrY EASEMENT 84 ~ 1.11 ~ 68 00 ~ V') ~ I, 589C37.28.;............ I Vi
~ ~ 39 ~ ~ 46 ~ ~~ A~~8~~L1TY EAs:a~~~~'lrE {\ 156.00 "1\N89C36',rw ~ ~~ ~ 68 ~ ~ ...If _ _ _ _'~'~ _ ~~,~ J ,:
.... g 66.00 g g 66.00 21 ~fi f ~~ g c 6600 cg ~ -- 8400 - \- 5600~--
I gj 40 ~ ~ 47 ~ _ ~:::l ~ 34.00 22.00 22.00 22.00 22.00 22.00 34.0~ J~.OO 22.00 22.00 22.00 22.00 34.00 S. ~?::. ~ ~ 69 ~ :g ~ . ~.
g ~ 6600 -;:;, g sg 0 6600 0 0------ '0;() C 0 'to'l" 'I" il.J 75 74 73 72 ~ ~2 - C\j "l - .s.
"i . oj~ 41 ~~~~~ 4B ~I~ 84~~83~ ~ ~ ~ ~ ~~g g~76g g g g g71g~ C:J 066.00 0 g~
. ~35g ~ ':::: C\j 6600 C\j "'c~~ ~ 6600 C\j ~ ~ ~ ~ ~ :g ~ :g ~ g-:g:gr' :g :g :g :g :.g :g ~ ~ 70 ~, ~fJ
40_ / :g :g g i: ~ 42 ~ ~fu ~ 49 ~ 2 ~ 82 81 80 79 78 77~ g ~ C 7'14"~_ 66.00"" } It) ~
o 32 w - .... 5{ N86cJ2'21"E Zt; N89038'27''W;:!; ?,~ ~ N89cJ7'28"W ~I ,.W J4.00 22.0022.0022.0022.0022.00 .14.00 34.00 22.0022.0022.0022.00 34.00 _S!~J-J9 --- N89041 '4S "w l i -- /
SID 28JJ 04 -.:::::... _"f2.... ~ 22.0022.0022.0022.0022.00 34.00 -:::.:_~~~4_ --.. 66.00 :.._::~ 66.00 S750~97~7 __ ~ 178.00 NB9c36'12"W --" \ ,....-- /56.00 N89036'12"W -- 59. I -_ _ 1\
'" ... __-40.61_ r:-:=--0.76 "I /78.00 N89<!36'12"W 1_' ,,-- 5. ...~- II 475.76 9482 "
.....41.37-... :: ,-,l-._ 477.60 N890J7'2B"W __'" \...V'I .~q;, 570.58 N89037'28"W . -- / '
N89029'41"W \ ,~ ;/ '\. ,::.".../ ~i:i ~ ~ ,
,t..J '-tI .")':Iqt 'Ol<~1 N..... ~q;, I
.'!. : o")~,l<' oO',~. d :fl !
~ It) G}"~ S'}.~ ~ ~ >~:
'0 J Vi ~h ~
~ I ~~/~ ;
,,~~- OUTLOT G ~;- i
"~'). / .-'
0'),0; ALL OF OUTLOT C IS DRAINACE ,--
-:ofb AND LI riLl TY EASEMEN T I
<; - ,
... _-~ J I
"46.02 I'
- -2656.17 589029'41"E ·
,
SE COR. OF SEe. 9 & SW /
BEARINGS ARE BASED ON THE f1!'ST LINE OF THE COR. OF SEC. 10. T. liS, ,
SOUTHf1!'ST QUARTER OF THE SOUTHEAST R. 22 (SCOTT co. CIM.)'/
QUARTER OF SECTION 9, TOWNSHIP 115, RANGE
22 WHICH IS ASSUMED TO BEAR S00025'39"[,
60 0 60 120 180
NO MONUMENT SYMBOL SHOWN A T ANY STA TUTE r""""-- -, ,
REQUIRED LOCATION INDICATES A 1/2 INCH BY 14 Scale In feet W t d
INCH IRON MONUMENT THAT WILL BE SET WITHIN 1 es WOO
YEAR OF THE RECORDING OF THIS PLA T. Professional Services, Inc.
L Sheet 5 of 8 sheets .-J
1 ~
~~ DEAN LAKES
Oroi'"age and Utflity casements for Lot$ 90-99,
~~\u Block 1 are shown thus:
(j"
~oB I I
"'<: I I
.....1-1- r5 ~
~1;l=> 5~
..,0 ~ ~
~~i!: I I
Q..;CI\~ ____1__...1 L__1____
Being 5 feet in width, unless otherwise
indicated. and adjoining lot fines. and 10 feet
in width, unless otherwise ind;coted and ,,,-
adjoining right of way lines as shown on the ,-\,
plat, ,f;>
Drainage and Utnlty Easements for Blocks" and 5 are SHeeT INDEX MAP
shown thus:
/ W'JT TO SCAt.(
.
~ ~
_1___________1__
j I ! SEe SHEET 8
OF 8 SHEETS
Being to feet In width. unless otherwise
indicated and adjoining right of way lines os
shown on the plat.
'"
ct~<r.; 0 't>~' '"
~~ 99
~~ ~ ,,..
" Q~.l>; ~
C;/~ &l
/ i}J
I CI:l
f ~
/ 0 98
~
J 't-
l-
S? !tl
<0
/~ iJi
j~~ !tl
VI
" 97
,
S89Q37'28HE \7
/
36.00 36.00 36.00
,k 05
~g 0 0 a
~~2J ~ 22 ~ 21 c a
~ 20 ~
~
j;" 17
36.00 36.00 36.00
252.00
385.81 58goJ7'28H( --,
36.00 35.00 35.00 36.00 J6.00 36.00 36.00
c a ;k/\
g a is is is '}',0 g\ "
0 " a "
2 ~ J ~ 4 ~ 5 ~ 6 oi 7 ~ 8 ~ 9 ~ ~ 12
~
3&00 36.00 36.00 36-:00- ~J6];o
~ : ...-
--sa9'ij7'2~ -
, VILLAGE SQUARE
BOULEVARD NORTH ~~-(:J
SEE SHEET 5 OF 8 SHEETS so.(.
/( ~
1r0
- - DENOTES EDGE OF WETLAND ~~ ~~i
- SYl-
o>~ S~~
BEARINGS ARE BASED ON THE WEST LINE OF THE ~~
SOUTHWEST QUARTER OF THE SOUTHEAST (<';--"
0,<J'
QUARTER OF SECnON 9, TOWNSHIP 115, RANGE <.f\ 60 0 60 120 180
22 WHICH IS ASSUMED TO BEAR SOO025'39"E. ~-- ,
Scale in feet
NO MONUMENT SYMBOL SHOWN A T ANY STA TUTE
REOUIREO LOCA nON INDICA TES A 1/2 INCH BY 14
INCH IRON MONUMENT THA T WILL BE SET WITHIN 1
YEAR OF THE RECORDING OF THIS PLA T.
Westwood
Professional Services, Inc.
L Sheet 6 01 8 sheets ~
I ~
~~ DEAN LAKES
l:l:;."
~h
<>g
~po ~
~."
s..........
~f;:l~
..,0
~~~
"'~
'r - -------:..-,!!!O'ss SEE SHEET 3 OF 8 SHEE
I __ _ N85020'OB'"W TS
I. ~ 297.88 --.:.::.. - ~ 0='4~9.06 _
: - ~ S84OJ6'4rE
1- - - - - "- DEAN LAKE. : '-.. - 10.67.27___
_, ~~\? - 22S.11 "__, __ ".o~' E!OULEVARD 29i:65- - SHEET INDEX MAP
I JJ ",1 -+ <321 '</44.0.8 ..-- -, "' ~\ Nor TO SCALC
: /....-..1-~.~.._....... ........-...-'........ ~ 264.83 "i,
1 'r-- ---- ! i ) i ~-~--J~ - -------_CC -~1
./
\ ~ j ---------, t-\~~2",~----L=L\
If) l "\, <'oj / f\-----_ p....
" - - -- - ' · "', ~ ;'; '. - - - '7
" ~ \ ~ ~
---- \ '.;j
~ t'v
- \ - ~
1 ~
$1~- ------ --4- _
--- /'..-.....................
~ j J:_ 34.00
,~ ''''
~Q -----,
<b /!:c.J I $::~
k '~ : tJ
Cl ~ '"
"> I-J ~/I 34.00 22.0022.0022.0022.00 2200 22.00 " ;
.......'....-..-......... ,
I... Ii ".."./~ 200.00 S840S6'24T . , , .1.",,5048'53"
~ '6rv!~j ......., -..----.... :"::>-L=2379
iJt tjl/ S?{jo40' ,.,.,,,.,._,,,, /_ ,PONo.- - /..1"'-"...."....,,',\
S9"E:
t:J 56.00
0} I~ 35 '<,
f,~ -------,
..........,............-
J{]
<;-
"
f$1
f
;;;
,
'V
I
60 0 60 120 180
l"""""\...-_ ,
~ Scale In feet
Drainage and UWty Easements for this Sheet are BEARINGS ARE BASED ON THE IlE'ST LINE OF THE
shown thus: SOUTHWEST QUARTER OF THE SOUTHEAST
; QUARTER OF SECnON 9, TOWNSHIP 115, RANGE
I 2 2 22 WHICH IS ASSUMEO TO BEAR S00025 '39 "E,
_j___________l__
I I NO MONUMENT SYMBOL SHOWN A T ANY STA TUTE
REQUIRED LOCA TION INDICA TES A 1/2 INCH BY 14
INCH IRON MONUMENT THAT v.!LL BE SET WITHIN 1
Being 10 feet in width, unless otherwise YEAR OF THE RECORDING OF THIS PLA T.
indicated and adjoining right of way lines as
shown on the plat.
Westwood
Professional Services, Inc.
L Sheet 7 of 8 sheets ~
~
DEAN LAKES
I
:....~
~C!:
~~~
~~~ ~
~........ SH~T! _---"
~~5 // ,
'l!~. y "
0;.' , '. ,
'~ '0 \
- SIfEEr 4 OF 8 SHEErs 'l", " \
"'.", ~""" ,0:: ,
rr~ ," - " - "- " ow.; LAKEse7JuLivARD ~ " -/ " -- , - " .7 / "
<X MAP </.. .' ,
roL/=T tND L " .'." ~'"'''' ""/" ___" ___ """,,_ _" ._ "~""_ "" "_.
~ ...~ -/ ---""r""--""""__"___",,,,___,,___,, "", '/"'"
/ .' : \ ~"-,,, .!--,' .
. . -- ~
. '_00,
: LOT G \ ".'~~, ~
. ",.,~~~,
10, Ol{,!l"".,_ '__=_~._, ~
' , 'i ~~~"._, __ ~ ".,,____,_, ~
~--" -"""<""""--1""--"""""_"""/""""""""_"__""""""",,,,-,,,,/,,,,_""""".^.^~
(jj .~~ " " \ ,".- ~
' -. , " "
~ ., -. -"-._'--'" '''', .
\ , " '. '"'-~~"--, '""
o ; ',: , "" \ ',.c,
. , : -- =. " '''' - ~
~ '- ' "- " "" ,,~~: -----L, - ~ "'.'='=-. _ ~____-, " >--L _ .
".~-- , "
!:i: " \ \ ,
~ " --L ~
!:J
" "<<00 ""00 ,,_ "s
r- . ''- ''- "i
/ I I / I I
' r"--", C"---, _"__",
'.' , , , , , , , , ,
I" tl I" tl I" ~I J" ,~I I"
" g ,," 10 E", 11 E", 12 "" 13 ,.
I'" ~I I:!: ::,1 I:!: ::'1 I'" "'I I:!:
I Ell I Ell I Ell I $1/ I
8' " " "" ,
1 I I 1 I I I I I ~
' " " ", ,
- ,,~,--". - .., ,-,,~,,~ '''''~''~ ,,,"~,, ~ '''''',,~ ,
-- --- -- .,=,,,
I I
I I 5
r
5 -, ~
~ I I 1
__1__..J L__ ____
. th unless otherwise "et
Being 5 feet in a:~'dini~g lot fin.es. and ~o e
indicated. 07d 'ttherwise indrcated an on the
in width, u~ :::Sof way lines as shOwfl
~~t::nlng rig k!
t:J
if;
'b
~
"-
t;
!<:i
' :,1
(jj
, ,
' " "
:: '- me "'" UNE" M
" ""'!,,~;%:~!f% !: mi"i?::,!'i;;'~'N"
!~" , if%."R " "'C,:/;, "m "'"""",,.;3'3"- '"
,,", " _m" ,~ " '" _ d
"'c , ,
"" , ", c """"'" " - ,~, Westwoo
"'~~!, ,,' 'c. .'~.. CN"","e< '"''''' am",,, ~ _ ,
--.""i" ~; , ~':!:w""m r'''ti:J':.,Ui ",c .cmN ',"" rof~k,"al "ne""'-'nc,
" '< ",CHOW .ONUMeN "Ne " "'''''' p ~
-" "" --~,,'"" ~" " mc "'c""
~.\ I .:1"'JOJ2'55~ T 6 t 8 of 8 sheets
- - ~.,
SEE8 SHEETS
OF
L