CC Staff Report 5-14-07
CITY 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 Sile
www.ci.chanhassen.mn.us
le-1
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM:
Kate Aanenson, Community Development Director ~
DATE:
May 14,2007
SUBJ:
Final Plat Approval
The Preserve at Bluff Creek 2nd Addition
Planning Case No. 06-14
PROPOSAL SUMMARY
Final plat approval for The Preserve at Bluff Creek 2nd Addition.
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 151 Addition was platted in June of 2006 and included 53 lots.
FINAL PLAT REVIEW
Ryland Homes is platting the 2nd Addition of The Preserve at Bluff Creek. This
phase includes the dedication of the right-of-way for River Rock Road North and
right-of-way for the extension of Audubon Road. The plat includes 4 blocks, 12
lots and 8 outlots. Outlot A (28 acres), which includes the Bluff Creek Overlay
district, will be dedicated to the City. Compensation for the elimination of five
lots in the northwest comer will be in the amount of $216, 709 which will be
executed with this addition. Outlot B (19 acres) will be platted in the future.
Outlot C (0.14 acre) and Outlot D (0.10 acres) are drainage and utility easements.
Outlot E (0.34 acres) is private street right-of-way. Outlot F (0.20 acres) is a
private park. Outlot G (1.17 acres) is a drainage easement over a wetland. Outlot
H is the location of the City's lift station.
One of the issues at the time of preliminary plat was the amount of additional
impervious available per lot. The applicant has prepared a Lot Impervious
Coverage Analysis. Using an average lot and the largest home, there is an
The City of Chanhassen · A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 2 of 15
additional 570 square feet of hard cover per lot. Ryland Homes has included an architectural
detail book that describes the color choices and location of the site and street orientation.
EXISTING CONDITIONS
The site contains a small wetland on the east side and several along Bluff Creek on the west side.
The central portion of the site is generally the highest and the slopes along the north and east side
of the property are moderate; slopes along the west and south sides of the property are steeper.
Lift Station #24 is in the northwest comer of the property and partially lies within a drainage and
utility easement. The lift station and lift station access must be shown on the plans. The
temporary sales trailer south of the lift station will remain until August 1,2008 per the agreement
between the City <;lnd Ryland, unless the property to the west develops prior to August 1.
The overhead power lines along the south side of Lyman Boulevard will remain.
EASEMENTS AND RIGHT-OF-WAY
The existing 100-foot wide (measured from the centerline of Lyman Boulevard) drainage and
utility easement along the eastern 650 feet of the property will remain. This easement was
granted to the Freeburgs and Dorseys in 1979 for underground drainage tile.
Blanket drainage and utility easements will be platted over the outlots. Private utilities (e.g.
storm sewer that only conveys runoff from a private street) within outlots shall be owned and
maintained by the association.
The plat includes an SO-foot wide right-of-way for the future construction of a public street
extending from the Lyman Boulevard/Audubon Boulevard intersection. A 60-foot wide right-of-
way is sufficient; therefore, the final plat must be revised. The plans must show the existing
Audubon intersection. This street will not be constructed with any future phase of this
development. This street will provide access to the future development to the west and will be
constructed by the developer of the property to the west.
The public street will be within a 60-foot wide right-of-way.
GRADING AND DRAINAGE
The developer proposes to mass grade the proposed second addition as well as the future
development area in order to balance the earthwork.
The grading for the future lots east of future River Rock Drive from The Preserve at Bluff Creek
2nd Addition to the cul-de-sac must be revised so that the minimum finished grade is no less than
2%.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 3 of 15
The developer has submitted hydrologic and hydraulic calculations for the proposed development
for the proposed site for staff review. The ponding design meets minimum requirements. The
storm sewer sizing calculations will be reviewed during construction plan review.
RETAINING WALLS
A 60-foot long retaining wall is proposed east of Wetland 4. The maximum height of this
retaining wall is eight feet.
A 280-foot long, two-tiered retaining wall is proposed on the east property line, north of future
Mills Drive. The maximum combined height of this retaining wall is 12 feet. There may be an
opportunity to reduce the height of this wall or eliminate this wall when the property to the east
develops. Staff recommends that this retaining wall be deleted from Phase 2 improvements and,
if necessary, constructed when the area is platted into lots and blocks.
UTILITIES
Lateral sanitary sewer and watermain will be installed within Phase 2 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. These fees are collected
with the building permit and are based on the rates in effect at the time of building permit
application. 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:
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 4 of 15
Total area of final plat
Outlot A, City outlot
Outlot B, future phase
Outlot C, open space
Outlot D, trail
Outlot E, private road
Outlot F, open space
Outlot G, wetland
Outlot H, City outlot
River Rock Drive ROW
Audubon Road ROW
52.43 acres
(27.83 acres)
(18.64 acres)
(0.14 acres)
(0.10 acres)
(0.34 acres)
(0.20 acres)
(1.47 acres)
(0.35 acres)
(0.47 acres)
(0.60 acres)
2.29 acres x $2,400/acre = $5,496.00
Future phases of the development will be subject to this fee at the rate in effect at the time of
final plat.
The developer will extend River Rock Drive, a 31-foot wide public street, to the northern
boundary of Lot 1, Block 3. A temporary turnaround is not required at the northern temporary
terminus since only two lots will access this temporary stub.
Jersey Way, a 28-foot wide private street, will also be constructed with this phase.
The construction plans must be revised to reflect that private streets will lie within outlots, not
public right-of-way.
Curbs on public streets shall be high-back; curbs on private streets shall be surmountable.
The developer will construct five-foot wide concrete sidewalks on both sides of River Rock
Drive.
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. Note: A percentage of park fees may be credited as a portion of any
future compensation for the acquisition of developable lands in the area currently depicted as
Lot 1.
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
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 5 of 15
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.
3. Outlot H be enlarged through the addition of the land area currently depicted as Lots 1 and 2,
Block 11. The resulting property is to be utilized as a private association-operated recreational
and open space site.
4. Outlots A, B, Land H are conveyed to the City as public property by warranty deed.
Compensation for the elimination of five lots at the northwest comer of the plat will occur with this
plat. The developer will be dedicating all of Outlot A which is included this area. The amount of
compensation is $216,709.
LANDSCAPING
The developer has provided a landscape plan that exceeds the minimum standards of the City.
WETLANDS
A wetland buffer with a minimum width of 16.5 feet must be maintained around all wetlands and
wetland mitigation areas. Wetland buffer areas should be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant must install wetland buffer edge
signs, under the direction of City staff, before construction begins and must pay the City $20 per
sign. All structures must maintain a setback of at least 40 feet from the wetland buffer edge.
Wetland Replacement
Because no wetland impacts are proposed in conjunction with this project, no wetland mitigation
is required. However, the applicant has shown two proposed wetland mitigation areas within the
project area. These mitigation areas will be designed and constructed by the City in conjunction
with the East-West Collector project.
REVIEW CONDITIONS OF APROV AL
On June 26, 2006 the City Council approved the 1st Addition of the plat subject to the following conditions:
1. The "Existing Conditions" plan must be revised to show the drainage and utility easement
that was granted to the City and contain trunk sanitary sewer and watermain.
This condition has been met.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 6 of 15
2. The applicant must provide documentation indicating that the proposed right-of-way for
Lyman Boulevard meets Carver County's requirement.
This condition has been met.
3. A portion of some lots lie within the floodplain. Until a letter of approval from FEMA has
been received, homeowners may be required to obtain additional flood insurance.
This condition has been met.
4. Any grading within the floodplain will require a Conditional Use Permit.
Not applicable with this phase.
5. Catch basins on each side of all public streets must be no more than 300 feet apart.
Not applicable with this phase.
6. The outlet for Wetland A will be constructed when the property to the east develops.
Not applicable with this phase.
7. All buildings must be demolished before the second phase.
This condition still applies. There is a storage building on the property just behind the City's
lift station that needs to be removed.
8. 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.
This condition still applies.
9. To the maximum extent practicable, the trail along the east side of Bluff Creek must be
within close proximity of the manholes for the existing trunk sanitary sewer.
This condition still applies.
10. The developer must pay $15,776 in cash with the final plat for the pro-rated cost for the
preparation of the 2005 MUSA AUAR.
This condition has been met.
11. The outstanding assessments - $310,999.03 for 2005 MUSA roads and water, and
$162,976.08 for Highway 101/Lyman BoulevardlHighway 312/Highway 212 must be paid
with the final plat or reassessed to the lots and outlots for future development.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 7 of 15
Not applicable with this phase.
12. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are
collected with the building permit and are based on the rates in effect at the time of building
permit application. The party applying for the building permit is responsible for payment of
these fees.
This condition still applies.
13. The City will construct Bluff Creek Boulevard Improvements to serve the development in
conjunction with public improvement project No. 06-05. The property within the plat will be
specially assessed for this project.
Not applicable with this phase.
14. The development is subject to the arterial collector fee of $38,400 which must be paid in cash
with the final plat.
Not applicable with this phase.
15. Curbs on public streets will be high-back; curbs on private streets will be surmountable.
This condition still applies.
16. Sidewalks to public-streets and within privately owned outlots shall be owned and maintained
by the homeowners association. Outlot C (Trail) and other sidewalks on public streets can be
used by the public.
This condition still applies.
17. 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.
Not applicable with this phase.
18. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota
Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In
addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the
sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall
be redesigned to avoid impact to the trees.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 8 of 15
This condition still applies.
19. The applicant shall provide information to show the outlet for Wetland 7 and the routing of
water to a public waterbody.
This condition still applies.
20. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised
to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary
sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond
1.
Not applicable with this phase.
21. The applicant shall clarify the avoidance of the drainage way to be preserved during the
construction of Pond 2 and, if possible, redesign the pond to provide additional storage and
treatment in lieu of avoiding the drainage way.
Not applicable with this phase.
22. Pond 3 shall be constructed prior to the construction of all the areas that drain to it.
Not applicable with this phase.
23. 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.
This condition still applies.
24. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year round,
according to the following table of slopes and time frames:
Type of Slope
Steeper than 3:1
10:1 to 3:1
Flatter than 10: 1
Time
7 days
14 days
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
These areas include constructed storm water management pond side slopes, 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 man
made systems that discharge to a surface water.
This condition still applies.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 9 of 15
25. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as-needed.
This condition still applies.
26. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the
extreme southeast corner of the property. This would potentially involve vertically tracking
equipment up and down the graded faces of the slope to increase roughness and prevent rilling.
Similar practices shall be used behind the homes along the central part of Outlot A.
Not applicable with this phase.
27. The estimated total SWMP fee, due for Phase I payable to the City at the time of final plat
recording, is $88,560. $29,634.00
This condition shall be modified as noted.
28. 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 II 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.
This condition still applies.
29. Phase I Park and Trail fees are $307,400.
This condition shall be modified as follows: Park and Trail fees for the 2nd Addition are
$69,600.
30. Tree protection fencing shall be installed prior to construction around all areas designated for
preservation and/or at the edge of proposed grading limits.
This condition still applies.
31. A turf plan shall be submitted to the City indicating the location of sod and seeding areas.
This condition still applies.
32. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The
applicant shall substitute another species with approval from the City.
This condition still applies.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 10 of 15
33. The developer shall work with staff to develop and install appropriate markers at lot lines to
demarcate the primary zone.
This condition still applies.
34. It is the intent of the City to draft the terms and conditions for the trailer at the City's lift
station location.
This condition has been met.
35. The existing drainage and utility easement that Lift Station #24 partially lies within shall be
vacated once The Preserve plat is filed.
Not applicable with this phase.
36. A 50-foot wide drainage and utility easement centered over the existing trunk sanitary sewer
must be platted and shown on the plans.
Not applicable with this phase.
37. Outlots containing public utilities-watermain, sanitary sewer and storm sewer that conveys
runoff from a public street-must have blanket drainage and utility easements over the outlot.
Private utilities (e.g. storm sewer that only conveys runoff from a private street) within
outlots shall be owned and maintained by the association.
This condition still applies.
38. The developer shall plat additional right-of-way for Lyman Boulevard/CSAH 18 if required
by Carver County.
Not applicable with this phase.
39. The "40' ROW" note shown on the grading plan for River Rock Circle and Deere Circle
must be deleted since these will be private streets within an outlot.
Not applicable with this phase.
40. The right-of-way for Degler Drive South must be platted to provide access to Town and
Country's proposed Liberty at Creekside development to the south.
This condition has been met.
41. Fences, extensive landscaping and retaining walls cannot be installed within the drainage and
utility easement over the trunk sanitary sewer and watermain.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 11 of 15
This condition has been met.
42. Staff recommends that the developer build side lookout units on Lots 3, 9 and 10, Block 5
since this housing style is better suited for the proposed grading.
Not applicable with this phase.
43. Additional catch basins are required at the following locations:
a) The comer of Lots 11 and 16, Block 1
b) Stations 6+50 and 2+25 on Degler Drive North, and
c) Station 2+50 on River Rock Circle
Not applicable with this phase.
44. A building permit is required for the proposed retaining wall. The wall must be designed by
an Engineer registered in the State of Minnesota.
Duplicate condition.
45. Lift Station #24 must be placed within an outlot that will be deeded to the City. The fully
executed Quit Claim Deed for this outlot must be submitted with the final plat mylars.
This condition has been met.
46. Homes with a low floor elevation of 935' or lower will require a pressure reducing valve
within the house.
This condition still applies.
47. To the maximum extent practicable, the trail along the east side of Bluff Creek must be
within close proximity of the manholes for the existing trunk sanitary sewer.
Duplicate condition.
48. The developer's share of the cost to prepare the 2005 MUSA AUAR is $14,365.00, which
must be paid in cash with the final plat.
This condition has been met.
49. The developer shall pay $165,267.78 in cash with the final plat to pay the 2005 MUSA (City
project 04-05) and Highway 1011212/312 and Lyman Boulevard (03-09) assessments for the
lots within the final plat.
This condition has been met.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 12 of 15
50. The developer must post a $308,707.74 security for the assessment amount that will be
reapportioned to Outlots A and B.
This condition has been met.
51. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are
collected with the building permit and are based on the rates in effect at the time of building
permit application. The party applying for the building permit is responsible for payment of
these fees.
Duplicate condition.
52. The developer must work with staff to ensure that the construction plans comply with the
City's standard specifications and that all appropriate detail plates are included in the plan
set.
This condition has been met.
53. The developer shall pay the $38,400.00 Arterial Collector Fee with the final plat.
This condition has been modified as follows: The $5,496.00 arterial collector fee for this phase
must be paid in cash with the final plat.
54. The development plans must be changed to reflect the street names approved by the Fire
Marshal.
This condition has been met.
55. The street grades at Station 4+50, Deere Circle and Station 2+00, River Rock Circle must be
adjusted to meet the 7% maximum allowable slope.
This condition has been met.
56. Sidewalks adjacent to private streets and within privately owned outlots shall be owned and
maintained by the homeowners association and can be used by the public."
Duplicate condition.
RECOMMENDA TION
Staff recommends that the City Council adopt the following motion:
The Chanhassen City Council approves the Final Plat for The Preserve at Bluff Creek 2nd Addition subject
to the following conditions:
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 13 of 15
1. The lift station and lift station access must be shown on the plans.
2. The right-of-way for the future public street on the south side of Lyman Boulevard at
Audubon Road shall be 60 feet.
3. The plans must show the existing intersection of Audubon Road and Lyman Boulevard.
4. The grading for the future lots east of future River Rock Drive from The Preserve at Bluff
Creek 2nd Addition to the cul-de-sac must be revised so that the minimum finished grade is
no less than 2%.
5. Homes with a low floor elevation of 935' or lower will require a pressure reducing valve
within the house.
6. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are
collected with the building permit and are based on the rates in effect at the time of building
permit application. The party applying for the building permit is responsible for payment of
these fees.
7. The $5,496.00 arterial collector fee for this phase must be paid in cash with the final plat.
8. The construction plans must be revised to reflect that private streets will lie within outlots,
not public right-of-way.
9. Curbs on public streets shall be high-back; curbs on private streets shall be surmountable.
10. There is a storage building on the property just behind the City's lift station that needs to be
removed.
11. 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.
12. To the maximum extent practicable, the trail along the east side of Bluff Creek must be
within close proximity of the manholes for the existing trunk sanitary sewer.
13. Park and Trail fees for the 2nd Addition are $69,600.
14. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota
Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In
addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the
sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall
be redesigned to avoid impact to the trees.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14, 2007
Page 14 of 15
15. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year round,
according to the following table of slopes and time frames:
Type of Slope
Steeper than 3:1
10:1 to 3:1
Flatter than 10: 1
Time
7 days
14 days
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
16. Tree protection fencing shall be installed prior to construction around all areas designated for
preservation andlor at the edge of proposed grading limits.
17. A turf plan shall be submitted to the City indicating the location of sod and seeding areas.
18. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The
applicant shall substitute another species with approval from the City.
19. The developer shall work with staff to develop and install appropriate markers at lot lines to
demarcate the primary zone.
20. Sidewalks to public-streets and within privately owned outlots shall be owned and maintained
by the homeowners association. Outlot C (Trail) and other sidewalks on public streets can be
used by the public.
21. The applicant shall provide information to show the outlet for Wetland 7 and the routing of
water to a public waterbody.
22. 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.
23. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as-needed.
24. The estimated total SWMP fee, due for Phase I payable to the City at the time of final plat
recording, is $29,634.00.
25. 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 IT 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.
Todd Gerhardt
The Preserve at Bluff Creek 2nd Addition
May 14,2007
Page 15 of 15
26. Outlots containing public utilities-watermain, sanitary sewer and storm sewer that conveys
runoff from a public street-must have blanket drainage and utility easements over the outlot.
Private utilities (e.g. storm sewer that only conveys runoff from a private street) within
outlots shall be owned and maintained by the association.
ATTACHMENTS
1. Location Map.
2. The Preserve at Bluff Creek 2nd Addition Final Plat.
3. Lot Area Tabulation.
4. SWMP Fee Worksheet dated May 2,2007.
g:\plan\2006 planning cases\06-14 the preserve\final plat documents-2nd addition\preserve 2nd addition fp.doc
Location Map
The Preserve
1630 Lyman Boulevard
Planning Case No. 06-14
City of Chanhassen
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CITY OF CHANHASSEN
RECEIVED
Preserve at Bluff Creek 2nd Addition
Project: 20031110.02 Tue April 1 0 1 0:57:05 200V.ltllJ~t~SSEN PlANNING DEPT
Parcel Area Listing
APR 1 1 2007
Parcel name: Blk. 1, Lot 1
Perimeter: 349.6083 Area: 6,987.4 sf 0.16 ac
Parcel name: Blk. 1, Lot 2
Perimeter: 360.2027 Area: 7,200.6 sf 0.17 ac
Parcel name: Blk. 1, Lot 3
Perimeter: 363.4054 Area: 7,221.1 sf 0.17 ac
Parcel name: Blk. 1, Lot 4
Perimeter: 382.1202 Area: 7,972.9 sf 0.18 ac
Parcel name: Blk. 2, Lot 1
Perimeter: 405.8504 Area: 10,003.5 sf 0.23 ac
Parcel name: Blk. 2, Lot 2
Perimeter: 350.0000 Area: 6,600.0 sf 0.15 ac
Parcel name: Blk. 2, Lot 3
Perimeter: 366.5863 Area: 7,298.7 sf 0.17 ac
Parcel name: Blk. 3, Lot 1
Perimeter: 424.8605 Area: 9,096.1 sf 0.21 ac
Parcel name: Blk. 3, Lot 2
Perimeter: 428.2252 Area: 8,963.7 sf 0.21 ac
ceMmED
Parcel name: Blk. 3, Lot 3
Perimeter: 407.2300 Area: 8,283.9 sf 0.19 ac
Parcel name: Blk. 4, Lot 1
Perimeter: 438.8288 Area: 10,815.0 sf 0.25 ac
Parcel name: Blk. 4, Lot 2
Perimeter: 405.3779 Area: 9,335.2 sf 0.21 ac
Parcel name: Boundary
Perimeter: 8816.0999 Area: 2,284,042.9 sf 52.43 ac
Parcel name: Outlot A
Perimeter: 9159.3269 Area: 1,212,250.8 sf 27.83 ac
Parcel name: Outlot B
Perimeter: 4416.8258 Area: 812,088.8 sf 18.64 ac
Parcel name: Outlot C
Perimeter: 346.1523 Area: 5,890.5 sf 0.14 ac
Parcel name: Outlot D
Perimeter: 345.5451 Area: 4,526.4 sf 0.10 ac
Parcel name: Outlot E
Perimeter: 819.8997 Area: 14,759.5 sf 0.34 ac
Parcel name: Outlot F
Perimeter: 405.1174 Area: 8,913.3 sf 0.20 ac
..
#-. ' ~
"
Parcel name: Outlot G
Perimeter: 1230.4877 Area: 64,068.5 sf 1.47 ac
Parcel name: Outlot H
Perimeter: 568.3304 Area: 15,291.8 sf 0.35 ac
Parcel name: River Rock Dr. No.
Perimeter: 795.8334 Area: 20,273.8 sf 0.47 ac
Parcel name: Audubon Road
Perimeter: 855.1357 Area: 26,201.6 sf 0.60 ac
DATE
PLANNING CASE
PROJECT
SWMP FEE WORKSHEET
May 2, 2007
06-14
The Preserve - Phase II
Site Area in Acres
Outlot A - CreeklWetland
Outlot B - Future Development
Outlot G - Wetland
52.43
(27.83)
(18.64)
(1.47)
Assessable area
4.49
ZONING CLASSIFICATION
Medium Density
WATER QUALITY
FEES
Rate per Acre Acres Total
$ 1,900.00 4.49 $ 8,531.00
Rate per Acre Acres Total
$ 4,700.00 4.49 $ 21,103.00
CREDITS
WATER QUANTITY
ITEM UNIT QUANTITY UNIT 50% TOTAL
PRICE
Storm water pond acre 0 $ 1,600.00 0.5 $ -
Outlet structure each 0 $ 2,500.00 $ -
$
SWMP FEE
$ 29,634.00
SWMP CREDITS $
TOTAL SWMP FEE
$
29,634.00