CC Staff Report 07-12-2010CITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952,227,1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.ci.chanhassen.mn.us
I1 ' l l J�/_
TO: Todd Gerhardt, City Manager
FROM: Kate Aanenson, Community Development Director
DATE: July 12, 2010
SUBJ: Final Plat Approval
The Preserve at Bluff Creek 3 Addition
Planning Case No. 06 -14
PROPOSAL SUMMARY
Final plat approval for The Preserve at Bluff Creek a Addition includes 25 lots
and 3 outlots. Since the 1" and 2 °d Additions have been constructed, Ryland
Homes in no longer the developer /builder. Chanhassen Residential Development
Partners, LLC is now the developer and LDK Homes is the builder. LDK has 7
lots that were approved with the l and 2 °d Additions and currently has one home
under construction with another to begin shortly. Because this development is a
PUD, design standards are required.
BACKGROUND
On Monday, May 8, 2006 the Chanhassen City Council approved the rezoning of
the land within the plat for "The Preserve" from Agricultural Estate District, A2, to
Planned Unit Development - Residential, PUD -R; approved a conditional use permit
to permit development within the Bluff Creek Overlay District and alterations
within the flood plain; and approved the preliminary plat for "The Preserve"
creating 155 lots, 15 outlots and right -of -way for public streets.
The l Addition was platted in June of 2006 and included 53 lots; the 2nd Addition
was platted in May of 2007 and had 4 blocks with 12 lots and 8 outlots.
Development Design Standards
Setbacks:
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Standards
Lyman Boulevard
50 feet
Exterior Eastern (Perimeter)
Setback
50 feet (creek on west)
Front Yard garage side
25 feet
Front Yard on corner lots
20 feet
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 2 of 10
The entire development, including the public and private streets and Outlots, may not exceed 30
percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot
Impervious Coverage Analysis Attachment #5).
Materials and Design:
The new builder will comply with the original design standards to ensure consistency with the
entire PUD. LDK proposes 10 home styles with different options for each style (see
attachments). The finished square footage of the homes range from 1900 square feet to 2750
square feet. There is room for additions such as three - season porches and decks. No two
adjacent housing units may be of the same style or color scheme.
FINAL PLAT REVIEW
Chanhassen Residential Development Partners, LLC is the applicant. They are continuing the
streets Mills Drive and Degler Circle to provide access to the 25 lots. Outlot A will be platted
into lots in the next addition, and outlots B and C will be used as an internal trail. The 25 lots to
be platted are consistent with the original preliminary plat approval.
EASEMENTS AND RIGHT -OF -WAY
Blanket drainage and utility easements will be platted over Outlots B and C. Private utilities (e.g.
storm sewer that only conveys runoff from a private street) within outlots shall be owned and
maintained by the association.
Public streets will be within a 60 -foot wide right -of -way.
GRADING AND DRAINAGE
The lots within the third addition were mass graded with the second addition in order to balance
the earthwork.
Standards
Side Yard
5/10 feet minimum 15 between units
Rear Yard
15 feet
Hard Surface Coverage *
30 % averaged over the entire site
Wetland: Buffer and buffer
setback
16.5 feet and 40 feet
Bluff Creek Primary zone
bound
40 feet with the first 20 feet as buffer
Minimum lot size
Average 8,000 square feet
Public street
60 foot right of way 32 foot paved
Private street
40 foot right of way 28 paved surface
The entire development, including the public and private streets and Outlots, may not exceed 30
percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot
Impervious Coverage Analysis Attachment #5).
Materials and Design:
The new builder will comply with the original design standards to ensure consistency with the
entire PUD. LDK proposes 10 home styles with different options for each style (see
attachments). The finished square footage of the homes range from 1900 square feet to 2750
square feet. There is room for additions such as three - season porches and decks. No two
adjacent housing units may be of the same style or color scheme.
FINAL PLAT REVIEW
Chanhassen Residential Development Partners, LLC is the applicant. They are continuing the
streets Mills Drive and Degler Circle to provide access to the 25 lots. Outlot A will be platted
into lots in the next addition, and outlots B and C will be used as an internal trail. The 25 lots to
be platted are consistent with the original preliminary plat approval.
EASEMENTS AND RIGHT -OF -WAY
Blanket drainage and utility easements will be platted over Outlots B and C. Private utilities (e.g.
storm sewer that only conveys runoff from a private street) within outlots shall be owned and
maintained by the association.
Public streets will be within a 60 -foot wide right -of -way.
GRADING AND DRAINAGE
The lots within the third addition were mass graded with the second addition in order to balance
the earthwork.
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 3 of 10
RETAINING WALLS
A 245 -foot long retaining wall is proposed on the east property line, north of Mills Drive. The
maximum height of this retaining wall is four feet. There may be an opportunity to reduce the
height of this wall or eliminate this wall when the property to the east develops. This wall will
not be constructed until the lots are platted.
UTILITIES
Lateral sanitary sewer and watermain will be installed within Phase 3 of the final plat. Lateral
utilities to serve the future lots will be installed when the area is final platted.
When the area south of Lyman Boulevard is final platted, an 18 -inch diameter watermain must be
installed on the south side of Lyman Boulevard to the east property line. The developer will be
reimbursed the cost difference between an 8 -inch lateral and the 18 -inch trunk watermain with
final plat approval of that area of the development. Homes with a low floor elevation of 935' or
lower will require a pressure- reducing valve within the house.
The developer will be responsible for extending lateral sewer and water service to the lots;
therefore, the sanitary sewer and water connection charges will be waived.
The assessments for the 2005 MUSA improvements were paid in full with the first phase.
Each new lot is subject to the sanitary sewer and water hookup charges. A portion of these fees
is collected with the final plat and is calculated as follows:
SAC fee partial payment: 25 units x $608.00 /unit = $15,200.00
WAC fee partial payment: 25 units x $1,618.00 /unit = $40,450.00
The remainder of these fees will be collected with the building permit and are based on the rates
in effect at the time of building permit application. Based on the 2010 fees, this amounts to
$1,418.00 /unit for the SAC fee and $3,775.00 /unit for the WAC fee. The party applying for the
building permit is responsible for payment of these fees.
STREETS
The development is subject to the arterial collector fee, which must be paid in cash with the final
plat and is calculated as follows:
4.34 developable acres x $2,400 /acre = $10,416.00
Future phases of the development will be subject to this fee at the rate in effect at the time of
final plat.
Todd Gerhardt
The Preserve at Bluff Creek 3 Addition
July 12, 2010
Page 4 of 10
The plat must be revised to reflect that private streets will lie within outlots, not public right -of-
way.
The developer will construct five -foot wide concrete sidewalks on both sides of River Rock
Drive.
The developer should consider the location of the garages and driveway configurations on Lots 1,
2 and 3, Block 1 when coordinating the street light installation at the corner of Mills Drive and
Degler Circle.
A temporary hammerhead turnaround must be installed at the terminus of Degler Circle within
the third addition. This turnaround shall be removed when the adjacent area is final platted and
Degler Circle is extended.
All dead -end streets must be barricaded according to the Minnesota Uniform Traffic Control
Device Manual.
LANDSCAPING
The developer has provided a landscape plan that exceeds the minimum standards of the City.
WETLANDS
The preliminary plat review indicated that any exemption to wetland impacts would need to be
presented to the City for review and acceptance. Because impacts have already occurred as part
of this development, no wetland exemptions will be applicable. However, having reviewed the
plan set, it does not appear that any additional wetland impacts are proposed with the 3rd
addition.
Lots 1 through 4, Block 1 are all proximal to Wetland 5 and the adjacent wetland mitigation area.
As documented in Wetland Alteration Permit 06 -20, the mitigation area also included buffer as
Public Value Credit. Per MN Wetland Conservation Act rules, the buffer must be 25 feet in
urban areas. Buffer monuments must be placed before site grading begins. The signs are
available from the City for $20.00 each.
Lakes, Bluffs and Shoreland
Bluff Creek runs from north to southwest of the 3 addition. This is a public water and is subject
to the shoreland rules. This requires that a 50 foot setback from the top of bank is required for all
structures. This line needs to be shown on the plan set and the final plat.
Grading and Erosion
A NPDES Phase H Construction Site Storm Water Permit will be required from the Minnesota
Pollution Control Agency (MPCA) for this site. Proof of permit acquisition should be provided
to the City prior to the commencement of any earth- disturbing activities.
Todd Gerhardt
The Preserve at Bluff Creek 3rd Addition
July 12, 2010
Page 5 of 10
For the most part, the original plans appear adequate. However, the NPDES permit and the
City's Surface Water Management Plan have both been updated since the original submittal.
Bluff Creek needs to be identified as an impaired water for turbidity and fish IBI on the grading
and erosion control plans. This information should also be included in the SWPPP with the
caveat that no untreated water may be discharged to Bluff Creek and that any discharge must be
done such that it dissipates energy to the greatest extent practicable and does not create erosive
conditions, and these discharge points and the SWPPP must be updated to include any associated
best management practices.
Areas of channelized or otherwise concentrated flows directed off site must be stabilized over the
last 200 lineal feet. In particular, the swales between what are currently identified as Lots 1 and
2, Block 1 and Lots 3 and 4, Block 1 must be stabilized. This could be accomplished through the
use of sod, biorolls, blanket or another acceptable best management practice.
The City of Chanhassen has updated their standard detail plates. City Plate number 5300 has
been updated and the Grading Details sheet should be changed to reflect that. Also, under the
new NPDES Construction Permit, the amount of time a disturbed area may remain open has
changed. The SWPPP should be changed to reflect that as well. Those existing CBMH
structures which are down gradient of the proposed grading and at risk of receiving sediment or
sediment -laden waters must have inlet protection measures installed. This also applies to those
CBMH which may be up- gradient of the construction entrance but are at risk of sediment input
due to construction traffic.
Surface Water Management Connection Charges
Water Quality Fees
Because of the impervious surface associated with this development, the water quality fees for this
proposed development are based on single - family residential development rates of $2,540 per acre.
Assessable area is equal to the total area less that portion which is within Outlots A, B, and C. This
area equals 6.08 acres. Therefore, the gross water quality fees associated with this project are 6.08
acres multiplied by $2,540 /acre or $15,443.20.
SWMP Credits
The overall project proposes the construction of three NURP basins. The third addition will be
directed to, and treated in, Pond 2. The applicant will be credited for 50% of the water quality
charge for each acre draining to a NURP basin on site. With the exception of a portion of Lots 1
through 4, Block 1, all of the 3 Addition is treated. Credit for this treatment will be $6,908.80
or [$2540(0.5) *5.44ac]. The outlet structures with BMPs for rate control and the removal of
floatables have already been credited on earlier additions.
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 6 of 10
Water Quantity Fees
The SWMP has established a connection charge for the different land uses based on an average
citywide rate for the installation of water quantity systems. This cost includes land acquisition,
proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage in
addition to mitigation for flood damage. Single - family residential developments have a connection
charge of $3,640 per developable acre. This results in a water quantity fee of $22,131.20 for the
proposed development.
The total net SWAP fee, due payable to the City at the time of final plat recording, is $30,665.60.
Drainage
The HydroCAD model was provided and reviewed with the original submittal. No significant
changes have occurred to site grading or storm sewer design. Therefore, there is no reason to
conclude that the modeled conditions no longer apply. It is noteworthy that the classification of
soils as Hydrologic Group B is suspect given the fills and cuts proposed for the site. However,
according to the provided calculations, Pond 2 exceeds the NPDES required permanent storage
volume by approximately 55%.
As was requested, Westwood provided the Rationale Storm Sewer Design Tabulation. Staff
reviewed the supplied information and based upon this information, the storm sewer design appears
adequate.
Bluff Creek Overlay District
The Preserve 3 rd Addition is adjacent to the Bluff Creek Overlay District. The plans do not show
any of the required lines including the Primary Zone, the 40 -foot structure setback and the 20 -foot
grading setback. It appears that no lots are proposed within the overlay district but without the
depiction of the lines on the plan set it is difficult to determine.
Other Agencies
The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g.,
Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for
dewatering), Carver SWCD, Minnesota Department of Transportation, et al) and comply with their
conditions of approval.
PARKS AND RECREATION
The Park and Recreation Commission recommended at the time of preliminary plat that the City
Council require the following conditions of approval concerning parks and trails for The Preserve
PUD:
1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of
parkland dedication. For 2010, the Park dedication fee is $5,800 per dwelling. Based on
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 7 of 10
approval of 25 lots with the Third Addition, the total fee due and payable with the final plat is
$145,000.00.
2. The applicant shall provide all design, engineering, construction and testing services required
of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and
Recreation Director and City Engineer for approval prior to the initiation of each phase of
construction. The trail shall be 10 feet in width, surfaced with bituminous material and
constructed to meet all city specifications. The applicant shall be reimbursed for the actual
cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be
made upon completion and acceptance of the trail and receipt of an invoice documenting the
actual costs for the construction materials utilized in its construction. This trail has been
constructed.
3. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2,
Block 11. The resulting property to be utilized as a private association operated recreational
and open space site. The development has a private park facility.
4. Outlots A, B, L and H shall be conveyed to the city as public property by warranty deed. The
land has been conveyed to the City.
RECOMMENDATION
Staff recommends that the City Council adopt the following motion:
The Chanhassen City Council approves the Final Plat for The Preserve at Bluff Creek 3rd Addition subject
to the following conditions:
Planning_ Department Conditions of Approval
1. All homes shall comply with the design standards of the PUD.
City Engineer Conditions of Approval
1. Due to the anticipated timing of the final plat with respect to the timing of formal approvals
from FEMA, the proposed lots that are within the current flood plain may be preliminary
platted subject to FEMA approval of the LOMR.
2. Any retaining wall four feet high or taller requires a building permit and must be designed by
an Engineer registered in the State of Minnesota.
The developer must pay $15,200 for the partial payment of the SAC fees and $40,500 for the
partial payment of the WAC fees with the final plat. The remainder of these fees will be
collected with the building permit and are based on the rates in effect at the time of building
permit application. Based on the 2010 fees, this amounts to $1,418.00 /unit for the SAC fee
and $3,775.00 /unit for the WAC fee. The party applying for the building permit is
responsible for payment of these fees.
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 8 of 10
4. The arterial collector fee for this phase is $10,416.00 and must be paid in cash with the final
plat.
5. Sidewalks adjacent to private streets and within privately owned outlots can be used by the
public.
6. The plat must be revised to reflect that private streets will lie within outlots, not public right -
of -way.
7. The developer should consider the location of the garages and driveway configurations on
Lots 1, 2 and 3, Block 1 when coordinating the street light installation at the corner of Mills
Drive and Degler Circle.
8. A temporary hammerhead turnaround must be installed at the terminus of Degler Circle
within the third addition. This turnaround shall be removed when the adjacent area is final
platted and Degler Circle is extended.
9. All dead -end streets must be barricaded according to the Minnesota Uniform Traffic Control
Device Manual.
Water Resources Coordinator Conditions of Approval
1. Lots 1 through 4, Block 1 are all proximal to Wetland 5 and the adjacent wetland mitigation
area. As documented in Wetland Alteration Permit 06 -20, the mitigation area also included
buffer as Public Value Credit. Per MN Wetland Conservation Act rules, the buffer must be
25 feet in urban areas. Buffer monuments must be placed before site grading begins. The
signs are available from the City for $20.00 each.
2. All structures shall maintain a 50 -foot setback from the ordinary high water level of Bluff
Creek. All structures shall maintain a minimum 40 -foot setback from the primary corridor.
No alterations shall occur within the primary corridor or within the first 20 feet of the setback
from the primary corridor. The 50 -foot setback, primary corridor boundary, 40 -foot structure
setback and 20 -foot grading setback shall be shown on the plans.
3. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. These
areas include constructed storm water management pond slopes above the NWL, and any
exposed soil areas with a positive slope to a storm water conveyance system, such as a curb
and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural
or manmade systems that discharge to a surface water. All exposed soil areas shall have
temporary erosion protection or permanent cover year round, according to the current NPDES
Permit for Small Construction Sites.
4. Areas of channelized or otherwise concentrated flows directed off site must be stabilized over
the last 200 lineal feet. In particular, the swales between what are currently identified as Lots
1 and 2, Block 1 and Lots 3 and 4, Block 1 must be stabilized.
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 9 of 10
5. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
6. City Plate Number 5300 has been updated and the Grading Details sheet should be changed
to reflect that.
7. Inlet protection shall be provided for any existing catch basins down gradient of disturbed
areas at risk of receiving sediment or sediment -laden waters. Further, any catch basins that
are at risk of receiving sediment due to construction traffic shall also have inlet protection
provided.
8. Any proposed catch basins shall have inlet protection provided as soon as they are connected
until final stabilization is achieved.
9. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $30,665.60.
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g.,
Riley- Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES
Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for
dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota
Department of Health) and comply with their conditions of approval.
11. A turf establishment plan shall be submitted to the City indicating the location of sod and
seeding areas.
12. The developer shall work with staff to develop and install appropriate markers at lot lines to
demarcate the primary zone.
13. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot
A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek
Natural Resources Management Plan Appendix C. Special attention should be paid to areas
with steep slopes (greater than 3:1).
14. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing
wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds.
Environmental Resources Coordinator Conditions of Approval
1. No burning permits shall be issued for tree removal. All trees removed on site shall be
chipped and used on site or hauled off.
2. Buffer plantings shall be installed along the east property line in the rear yards of Lots 1 and
2, Block 6.
3. Applicant shall remove all Ash trees from the planting schedule. The applicant shall
substitute another species with approval from the City.
Todd Gerhardt
The Preserve at Bluff Creek 3 rd Addition
July 12, 2010
Page 10 of 10
Parks and Recreation Department Conditions of Approval
1. Park and Trail fees in the amount of $145,000.00 shall be shall be paid as per city ordinance
prior to recording the plat.
ATTACHMENTS
1. Location Map.
2. Application.
3. The Preserve at Bluff Creek 3rd Addition Final Plat.
4. Lot Area Tabulation.
5. Lot Impervious Coverage Analysis.
6. Lot Study Sketch.
7. Lot Type Exhibit.
8. House Designs.
g: \plan\2006 planning cases \06 -14 the preserve\final plat documents -3rd addition \preserve 3rd addition fp.doc
Location Map
The Preserve
1630 Lyman Boulevard
Planning Case No. 06 -14
City of Chanhassen
Planning Case No. 0 6 — 14 P L
CITY OF CHANHASSEN
7700 Market Boulevard - P.O. Box 147
Chanhassen, MN 55317 - (952) 227 -1100
DEVELOPMENT REVIEW APPLICATION
PLEASE PRINT
Applicant Name and Address: Property Owner Na a and Address:
&
oa vta one U � C;��
Lcfe A A A/
Contact: „ Contact:
Phone: -290 - q,? - Z? Fax: Phone: _ q 2. - qg - 3f< x:
Email: � iFr/sa Email:
NOTE Consultation with City staff is required prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Conditional Use Permit (CUP)
Interim Use Permit (IUP)
Non - conforming Use Permit
Planned Unit Development*
Rezoning
Sign Permits
Sign Plan Review
Site Plan Review (SPR)*
Subdivision* (P,.( P0
Temporary Sales Permit
Vacation of Right -of- Way /Easements (VAC)
(Additional recording fees may apply)
Variance (VAR)
Wetland Alteration Permit (WAP)
Zoning Appeal
Zoning Ordinance Amendment
Notification Sign — $200
(City to install and remove)
X Escrow for Filing Fees /Attorney Cost **
- $50 CUP /SPR/VAC/VAR/WAP /Metes & Bounds
- $450 Minor SUB /�� c
ppI%'a y% -
TOTAL FEE $ oZSO ' Pa cr- 10 1)
An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant
prior to the public hearing.
*Five (5) full -size folded copies of the plans must be submitted, including an 8 %" X 11" reduced
copy for each plan sheet along with a digital copy in TIFF -Group 4 ( *.tif) format.
* *Escrow will be required for other applications through the development contract.
Building material samples must be submitted with site plan reviews.
NOTE: When multiple applications are processed, the appropriate fee shall be charged for
each application.
SCANNED
PROJECT NAME:
LOCATION:
LEGAL DESCRIPTION AND PID:
9
TOTAL ACREAGE:
WETLANDS PRESENT:
PRESENT ZONING:
REQUESTED ZONING:
PRESENT LAND USE DESIGNATION:
YES NO
REQUESTED LAND USE DESIGNATION:
REASON FOR REQUEST:
FOR SITE PLAN REVIEW: Include number of existing employees:
and new employees:
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
my knowledge.
1 'I-- � - (0
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Signature dYApplicant Y Date
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Mfnnerota statutes, sect!. WS.W. Subd 2. Ad mmumnfa re be set es apecifisd by the aty Camci and . stated . MI, plot,
attadkg fo MNnerofo Statute. SOS02 9,bd 1.
ask
CARLER COWTY BOA/. OF CaMNSWIM
!Iris plot of 7W PRESER1E AT BUFF gTIN ALg77aR was opproved and accepted by the Boa" of CwnmkN.ecs oI CPrw Cmnfy,
Mhnsrot
a of a re9,dor meethg he'd m/s _day oI 20� and k N I— ollmce with Me prodal.s o/
— ta sMtvtes all' 505. W, Subs. 2. All t, e9l be set oe 1—d by the C.nty Bond .d oe stated m .1, pat,
oc -, to Mhnerofa Sfofutq —az 9Ybd 1.
Attest
a.k,, Cmnfy Bmrd
Dawn "wmP, C.— NuTtyL Yhnsly
Pu .f to alter J9.% Alhneeafo Lars oI 1971, fhle plot hes ben eppmeed We _ doy of
?D
,bhn E F y ec, Cmnfy SLrvycr
COLMY ALUM- 7REASLOR, Lbw County, MNmeeto
I hereby c o, that fares pa .. N 10_ .d pdo, Ivore haw ben pIY la I.d demhed . fhla plot D.I. Mh
doy of 20_
Lmrie En90ed, Cmnfy Auditso l?, m
I oetify th. I this Ptp/a�t m o(71V pRf.SFRLE AT BWfF ova 3v ABYRaY woe Msd mis day of
20� at o dock .�M.. m Oommanf No.
Caf W. It— A'., Cores (a ty Remrdr
Westwood
Professional SmIces, Inc
Shesf 1 of 2 ehoefa
L
sb »r 2 .I2 M »r.
THE PRESERVE AT
BLUFF CREEK 3RD ADDITION
C.R. DOCENO.
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N75� 3� NOJ °DI'21'W JDA'S.7
103
Westwood
Prlofasslo l SarWm Inc.
sb »r 2 .I2 M »r.
THE PRESERVE AT BLUFF CREEK 3RD ADDITION
20101049
June 9, 2010 Final Plat Areas
---------------------------------------------------------------------------
Parcel name: BILL
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B1L2
Perimeter: 391.9442 Area: 9,116.65 sq.ft. 0.21 acres
Parcel name: BIL3
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
---------------------------------------------------------------------------
Parcel name: BIL4
Perimeter: 353.0955 Area: 7,130.54 sq.ft. 0.16 acres
Parcel name: B2L1
Perimeter: 391.1224 Area: 8,970.85 sq.ft. 0.21 acres
Parcel name: B2L2
Perimeter: 371. 4795 Area: 7,687.50 sq.ft. 0.18 acres
Parcel name: B2L3
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
1
SCANNED
Parcel name: B2L4
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B2L5
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B2L6
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B2L7
Perimeter: 411.3974 Area: 9,779.94 sq.ft. 0.22 acres
Parcel name: B3L1
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B3L2
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B4L1
Perimeter: 358.0916 Area: 7,183.54 sq.ft. 0.16 acres
Parcel name: B4L2
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
4
SCANNED
Parcel name: B4L3
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B4L4
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B4L5
Perimeter: 360.0000 Area: 7,200.00 sq.ft. 0.17 acres
Parcel name: B4L6
Perimeter: 346.2294 Area: 6,958.46 sq.ft. 0.16 acres
Parcel name: B5L1
Perimeter: 345.8377 Area: 6,905.88 sq.ft. 0.16 acres
Parcel name: B5L2
Perimeter: 350.0000 Area: 6,600.00 sq.ft. 0.15 acres
Parcel name: B5L3
Perimeter: 350.0000 Area: 6,600.00 sq.ft. 0.15 acres
Parcel name: B5L4
Perimeter: 369.5150 Area: 7,922.71 sq.ft. 0.18 acres
3
SCANNED
Parcel name: B611
Perimeter: 414.4945 Area: 9,234.35 sq.ft. 0.21 acres
Parcel name: B6L2
Perimeter: 409.8548 Area: 8,664.77 sq.ft. 0.20 acres
Parcel name: DEALER CIRCLE
Perimeter: 704.0922 Area: 14,913.19 sq.ft. 0.34 acres
Parcel name: MILLS DRIVE
Perimeter: 1916.6060 Area: 53,865.41 sq.ft. 1.24 acres
Parcel name: OUTLOT A
Perimeter: 4213.3832 Area: 538,315.00 sq.ft. 12.36 acres
Parcel name: OUTLOT B
Perimeter: 289.4534 Area: 2,926.62 sq.ft. 0.07 acres
Parcel name: OUTLOT C
Perimeter: 374.6054 Area: 5,551.11 sq.ft. 0.13 acres
Parcel name: RIVER ROCK DRIVE NORTH
Perimeter: 365.4506 Area: 7,362.27 sq.ft. 0.17 acres
Parcel name: TOTAL BOUNDARY
Perimeter: 4416.8258 Area: 812,088.78 sq.ft. 18.64 acres
4
SCANNED
Site Impervious Coverage Calculations
Fanelli)
5%))
"• ra.n����as «Matir,c °.ti°'� � for
PHOW 952-M Pemtom Land Co.
F NZ-977-NU o�
wx>.1M 14014D.3150 V twood ...w.b---,.— ..o:a ►,ia.� Eden Prithie, Minnesota SM"
Total Site Area
79.86 t ac.
Site Impervious Components:
Streets
8.37 ac.
Sidewalks
1.24 ac.
Trails
1.68 ac.
Homes & Drives
10.61 ac.
Overall Impervious Coverage
22.11 ac. (277 %)
Allowable Impervious Coverage
23.96 ac. (30.0 %)
Excess Impervious Coverage
1.85 ac. (80,586 sf)
Maximum Impervious Area for Homes & Drives 12.67 ac. (551,905 sf)
(Excess coverage allotted to homesites)
Allowable Impervious Coverage per Lot 3,631 sf
(551.905 sf Maximum Homes and Drives area / 152 homes)
Additional Imp. Coverage Potential per Lot 571± sf
(3,631 sf Maximum — 3,060 typical coverage)
X
e m a
Dees 4/27/06 sheet 1 or 1
The X —XX 20031110im .DWG
Preserve got �"� °'�
Coverage Analysis
Chenbunn, Minnesota Ezhit>!t w
02006 Westwood Professional Services, Inc.
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2i 40' Pad Width
- Side Load Option
I �
Ryland Homes
eas n.iek �a bmu
NOT FOR
The Preserve
at Bluff Creek
o.s 6/19/06
Pad Size
Graphic
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LEFT SIDE ELEVATION PI H sm� RIGHT SIDE ELEVATION
SCALE J /1P�1' -P ry s — im m NIL BXAECMN. SCALE: J /1P�I�P
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LEFT SIDE ELEVATION RIGHT SIDE ELEVATION
ro mrs aFTIL, PRxA ro FlxAL MmLCnax.
sour: i /ate -I�v u� ruwxa�¢ wl Pxorzrna uaman s<xc 1 /atil�o-
Rr DXElLNO PWe ATTACXFD FAM: f1A51[rrO
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REAR ELEVATION
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LEFT SIDE ELEVATION ^ K sPE RIGHT SIDE ELEVATION
S CNE J /1P�t�P EAYE Fl�tMD/Na: D� NX)1EC11P! ISQA6D SCNE J /iT -1'-P
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