1. Lotus WoodsCITY OF CHANHASSEN
STAFF REPORT
PC DATE: May 15, 2007
CC DATE: June 11, 2007
REVIEW DEADLINE: July 29, 2007
CASE #: 07-09
BY: Al-Jaff, et al
PROPOSAL: Preliminary Plat to Subdivide 7.6 acres into 11 single-family lots and 1 outlot with a Variance to
allow a 50-foot wide street right-of-way — LOTUS WOODS SUBDVISION
LOCATION: South of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and west of Lotus
Lake
APPLICANT: Paul Eidsness Paul Eidsness 4395 Trillium Lane West, Minnetrista
4395 Trillium Lane West Jon Lang 640 Carver Beach Road, Chanhassen
Minnetrista, MN 55364 Constance Cerilla 650 Carver Beach Road, Chanhassen
(763)438-0355 Robert Amick 561 Fox Hill Drive, Chanhassen
ronkaronnaaol. com
PRESENT ZONING: RSF, Single Family Residential District
2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre)
ACREAGE: 7.6 acres DENSITY: 1.4 Units per Acre Gross — 1.6 Units per Acre Net
SUMMARY OF REQUEST:
Subdivision of 7.6 acres into 11 single-family lots and 1 outlot, and a variance to allow a 50-foot
right-of-way. Notice of this public hearing has been mailed to all property owners within 500
feet. Staff is recommending approval of the request.
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The City's discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance.
If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial
decision.
The City's discretion in approving or denying a variance is limited to whether or not the proposed
project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively
high level of discretion with a variance because the applicant is seeking a deviation from
established standards. This is a quasi judicial decision.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 2 of 21
PROPOSAL/SUMMARY
The applicant is proposing to subdivide 7.6 acres into 11 single-family lots and 1 outlot. The
property is zoned RSF, Single Family Residential District. The site is located south of Fox Hill Drive,
east of Carver Beach Road, north of Big Woods Drive, and west of Lotus Lake and contains three single-
family homes that are proposed to remain. Access to the site is proposed off of existing and future
residential streets. All existing right-of-way in the area has a width that ranges between 40 and 50
feet. The City Code requires a 60-foot wide right-of-way. The applicant is requesting a variance to
allow a 50-foot wide right-of-way. This will allow this development to blend in with surrounding
streets. The three lots on the lake will keep their existing homes.
Lotus Lake
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
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All lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an
average lot area of 24,619 square feet
Staff has been working with owners of the property and their engineer for some time. Initial
discussions began when the property to the south (Big Woods) was presented to the City for
development. As a condition of approval of the Big Woods development, the developer stubbed
proposed Lotus Woods Drive and installed a sign that alerted future homeowners in the Big Woods
Development that the road will be extended in the future
The current plans have gone through numerous revisions such as dedicating park land in lieu of park
fees, reducing grading, drainage, etc.
Staff is recommending approval of the subdivision with a variance with conditions outlined in the
staff report.
PRELIMINARY PLAT
The applicant is proposing to subdivide a 7.6 acre site into 11 single-family lots and 1 outlot. The
average lot size is 24,619 square feet with a resulting gross density of 1.4 units per acre and a net
density of 1.6 units per acre.
All of the proposed lots meet the minimum area, width, and depth requirements of the Zoning
Ordinance. There is one outlot shown on the plat. Outlot A contains a wetland and a park land
area. It will be dedicated to the City.
Staff directed the applicant to prepare a hard surface coverage analysis for each proposed lot.
Current plans (Sheet 2 of 12) show "House Type A" on Lots 5 and 6, Block 1. Based on hard
surface coverage analysis, the house types on Lots 5 and 6, Block 1, must be modified from "House
Type A" to "House Type B".
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 4 of 21
The site is heavily wooded. The existing woods consist mainly of large, mature sugar maples
with a mix of basswood, oak and ash. It is a healthy forest with little to no invasive species. It is
due to this wooded nature that the Parks and Recreation Commission recommend that Outlot A
be taken for public park purposes.
Development of the overall site should pay special attention to preserving large groups of trees in
rear and side yards where possible.
Revisions will be required. We are recommending that the subdivision be approved with conditions
outlined in the staff report.
Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent
with the Zoning Ordinance.
WETLANDS
One Manage 1 wetland basin exists on -site. Kjolhaug Environmental Services Company
delineated the wetlands in September 2006.
Wetland 1 is a Type 1 wetland located in the northwest portion of the site. The wetland is
dominated by reed canary grass with green ash, American elm, beggar ticks and duckweed. No
impact is proposed to this basin. It is proposed to be located entirely within Outlot A.
On May 14, 2007, the City Council will be reviewing ordinance amendments that will impact
this subdivision. The amendments are part of a wetland reclassification that was undertaken as
part of the City's Surface Water Management Plan (SWMP) update. The ordinance amendment
involves changes to wetland buffer and wetland buffer setback requirements. The setback
requirements will be applied at the time that building permits are submitted. The building plans
must meet these requirements. The ordinance amendment will require a minimum 25-foot
wetland buffer and a minimum 30-foot wetland buffer setback for principal structures (total
setback of 55 feet). Accessory structures will be required to be set back a minimum of 15 feet
from the wetland buffer edge. The plans for Lotus Woods should show these new buffer and
setback requirements.
A wetland buffer 25 feet in width must be maintained around all Manage 1 wetlands. All
wetlands and wetland buffer areas should be protected by silt fence during grading. 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. Principal structures must maintain a
setback of at least 30 feet from the wetland buffer edge. Accessory structures must maintain a
setback of at least 15 feet from the wetland buffer edge. The wetland buffer setbacks should be
shown on the plans.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 5 of 21
LAKES
The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lotus Lake
and is therefore within the lake's shoreland district. Lotus Lake is classified as a recreational
development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot
size for riparian lots is 20,000 square feet and the minimum lot width is 90 feet. All structures
(with the exception of one water -oriented accessory structure on each lot that complies with
Subsection 20-481(e)(2) of Chanhassen City Code) must be set back a minimum of 75 feet from
the OHW of the lake (896.3). All grading or vegetation removal is subject to Section 20-482 of
the City Code. Any existing and proposed docks on the subject properties must meet the
requirements of City Code Chapter 6, Article 2.
SURFACE WATER MANAGEMENT
Storm Water Pollution Prevention Plan (SWPPP)
The SWPPP must be revised to address all items that are unchecked in the Carver SWCD
"Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the
City from the Carver SWCD.
Erosion Control
Stable emergency overflows are needed for the proposed pond on site. The emergency
overflows should be clearly labeled on the plan and a detail must be provided.
All riprap/fabric at the flared end section should be installed within 24 hours of flared end
section installation.
The ditch section west of Carver Beach Road that receives stormwater from the stormwater pond
must be stable prior to receiving discharge from the site.
Erosion control blanket should be installed on all slopes greater than or equal to 3:1. All exposed
soil areas should have temporary erosion protection or permanent cover year round, according to
the following table of slopes and time frames:
Type of Slope Time (Maximum time an area can
Steeper than 3 :1 7 days remain open when the area
10:1 to 3:1 14 days is not actively being worked.)
Flatter than 10:1 21 days
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,
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 6 of 21
storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems
that discharge to a surface water.
Sediment Control
Manholes with two -foot sumps should be installed as the last road -accessible structures prior to
discharge into the stormwater pond. This will help to prolong the maintenance interval of the
proposed stormwater pond.
Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands, streams, creeks, bluffs
and ravines; Chanhassen Type 1 silt fence should be used around the remaining areas.
A temporary sediment basin should be constructed prior to disturbing upslope areas. The areas
of temporary sediment basins should be labeled on the plan. A temporary outlet structure (e.g., a
perforated riser and rock cone) is needed for the pond. A detail should be provided.
Inlet controls are needed for all inlets throughout the project and should be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches
of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
must be installed within 24 hours. Inlet protection must be maintained on a regular basis. For all
inlet protection devices, details should be provided in the plan and in the SWPPP.
Street cleaning of soil tracked onto public streets should include daily street scraping and street
sweeping as needed.
SURFACE WATER MANAGEMENT FEE
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 $1,900/acre.
Based on the proposed developed area of approximately 6.9 acres, the water quality fees associated
with this project are $13,108.
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. Single-
family residential developments have a connection charge of $3,100 per developable acre. This
results in a water quantity fee of approximately $21,388 for the proposed development.
The applicant will be credited for water quality where N URP basins are provided to treat runoff
from the site. This will be determined upon review of the ponding and storm sewer calculations.
Credits may also be applied to the applicant's SWMP fees for oversizing in accordance with the
SWMP or the provision of outlet structures. No credit will be given for temporary pond areas.
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Planning Case 07-09
May 15, 2007
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At this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $31,996.00.
OTHER AGENCIES
The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e.,
Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply
with their conditions of approval.
GRADING AND DRAINAGE
The 7.6 acre site is bordered by Fox Hill Drive to the north, Lotus Lake to the East, Big Woods
Subdivision to the south and Carver Beach Road to the west. There are three existing houses,
four accessory structures, and three drives on the site. The existing houses will remain, along
with two accessory structures. The accessory structures near Lotus Woods Drive will need to be
removed. A plan will be needed to allow the existing homeowners access to their properties
until the completion of construction. The existing driveways west of Lotus Woods Drive will
need to be removed upon completion of Lotus Woods Drive.
The high point of the site is near the center of the project and divides the site into four main
pieces. Approximately 35% of the site drains towards Lotus Lake, 10% drains to catch basins on
the east side of the Big Woods Development, 30% drains to the ditch in Triple Crown Estates,
and 25% drains north on Carver Beach Road. The hydrologic calculations are complete. A
copy of the rational method calculations and delineation will be needed for the sizing of the
storm sewer.
The on -site pond may not discharge to the pond in Triple Crown Estates (west of Carver Beach
Road) because the Triple Crown Estates pond is not sized for the additional stormwater. The
proposed on -site pond discharges to the roadside ditch along the west side of Carver Beach
Road, which is acceptable although not optimal. The storm sewer under Big Woods Boulevard
will need to be directionally drilled.
Over time, the City has become aware of issues with stormwater and erosion in this area, both
within the stormwater pond and downstream (between the pond and Lotus Lake). In 2005-2006,
erosion caused a blowout of the stretch of creek east of Carver Beach Road. This compromised
the cover over the sanitary sewer in that area, which was remedied in 2006. In order to improve
the stormwater system in this area, the City is proposing a stormwater improvement project in
2007-2008 to assess the issues and devise a solution. Analysis of the drainage area has not been
completed and the anticipated improvements are unknown at this time. It would be better if the
proposed development could take advantage of the anticipated stormwater improvement project,
but it is unknown at this time if the city project will be able to accommodate the development
drainage. Regional ponding is a preferable solution for stormwater issues because it improves
sediment removal efficiently and minimizes future maintenance needs. The use of a regional
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Planning Case 07-09
May 15, 2007
Page 8 of 21
pond for treatment of stormwater for this development would also free up land and potentially
improve the developer's ability to preserve trees and minimize retaining walls.
The grading plan will need to be revised. Lot 2 and Lot 4, Block 1 elevations need to be revised
to show correct ground elevations if they are indeed walkouts. The slopes on the driveways are
shown but it appears that Lot 6 and Lot 8, Block 1 exceed the 10% maximum. The grading plan
is hard to follow due to not having enough contour labels and because the tree layer overwhelms
the drawing.
Spot elevations around each intersection are required to ensure that the curb line has a minimum
of .5% slope.
The lowest openings of houses must be three feet above the ordinary high water level or one foot
above the emergency overflow.
Private driveway grades shall not be less than 2% or exceed 10%.
Ground (i.e. non -paved) surface grades shall not be less than 2%.
Emergency overflow locations and elevations must be shown on the plan.
An easement is required from the appropriate property owner for any off -site grading.
Installation of the manhole on Lot 1 of Big Woods on Lotus Lake will need a temporary
construction easement. If importing or exporting material for development of the site is
necessary, the applicant will be required to supply the City with detailed haul routes.
RETAINING WALLS
The proposed retaining walls are as follows:
Location
Length
Maximum Height
(approximate)
(approximate)
Lot 7, Block 1. This retaining wall has two tiers.
1st tier
160 feet
4 feet
2 nd tier (Total elevation difference from top to
bottom) = 10 feet (8 for wall and 2 feet of
120 feet
4 feet
ground)
There is an existing retaining wall in the southwest corner of the site. This wall will be removed
before the construction of the pond.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
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Building permits are required for all retaining walls four feet tall or higher and must be designed
by a Structural Engineer registered in the State of Minnesota.
UTILITIES
The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the
development. All utilities within the right-of-way shall be publicly owned and maintained.
Proposed watermain will extend from the existing watermain stub off of Big Woods Boulevard
and loop to the existing watermain in Fox Hill Drive. The proposed watermain will have a total
length of 450 linear feet. Due to the alignment of the watermain off of Fox Hill Drive, it appears
that the connection cannot take place under traffic. The connection on Fox Hill Drive must be
wet -tapped. The Big Woods Boulevard connection must connect to the stub provided and take
place under traffic. Sanitary sewer for Lots 1-4, Block 1 will extend off of Big Woods
Boulevard. A stub was provided during the Big Woods Subdivision which should allow this
connection to be completed under traffic.
Utility plans show both plan view and profiles of all proposed utilities (sanitary sewer, water,
and storm lines). Actual elevations of existing utilities shall be verified for accuracy. The utility
services are not shown on the plans. The services will need to be shown along with information
for connection. Lot 5, Block 1 did not receive a service stub during the development of Big
Woods and will need to enter the roadway for access to the sewer and water. Lots 7 and 8, Block
1 along Carver Beach Road appear to have service stubs provided by the regional sewer and
water project in 1975.
There is existing sanitary sewer and watermain along Lotus Lake. The sanitary sewer and
easement is shown on the plans. The location of the watermain and the watermain easement will
need to be determined.
Each new lot is subject to sanitary sewer and water hookup charges. The 2007 trunk hookup
charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain
hookup fees may be specially assessed against the parcel at the time of building permit issuance.
All of these charges are based on the number of SAC units assigned by the Met Council and are
due at the time of building permit issuance.
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 connections on Carver Beach Road have already been paid.
All of the utility improvements are required to be constructed in accordance with the City's latest
edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a
development contract with the City and supply the necessary financial security in the form of a
letter of credit or cash escrow to guarantee installation of the improvements and the conditions of
final plat approval. The applicant must be aware that all public utility improvements will require
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 10 of 21
a preconstruction meeting before building permit issuance. Permits from the appropriate
regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, and
the Watershed District.
EASEMENTS
There is an existing sanitary sewer and a watermain easement along Lotus Lake. This sanitary
sewer is currently located within a 20-foot easement that needs to be revised to 30 feet to ensure
the maintenance of this line. The actual location of the watermain and the watermain easement
will need to be shown on the plans to see if sufficient easements cover the watermain.
Each lot is shown with the required 10-foot front drainage and utility easement and 5-foot rear
and side drainage and utility easement. The pond and wetland are also covered by a drainage
and utility easement. Additional drainage and utility easements are covering the front of Lots 4-
6, Block 1 for future maintenance of the proposed storm sewer.
STREETS
Access to the site will be provided by Fox Hill Drive, Carver Beach Road, Big Woods
Boulevard, and the proposed Lotus Woods Drive. The developer has provided plans showing the
staff -requested additional right-of-way of 30 feet along Carver Beach Road, 10 feet along Fox
Hill Drive up to Lotus Woods Drive, and 5 feet along Fox Hill Drive from Lotus Woods Drive to
Lotus Trail. The reason for changing the width to only 5 feet of additional right-of-way along
Fox Hill Drive is so that the setbacks for the existing house near Lotus Lake can still meet city
code.
Lotus Woods Drive is proposed to be a 28-foot back-to-back road within a 50-foot right-of-way.
The City agreed to the variance in 2006 when the Eidsness property was split. The proposed
section of road matches the Big Woods Development and the surrounding area. Lotus Woods
Drive will be publicly owned and maintained. The street must be built to a seven -ton design, and
utilize a maximum grade of 7%. The sight distance for turning on Fox Hill Drive must be
verified. Upon completion of the public street, the applicant shall submit a set of "as -built' plans
signed by a professional civil engineer.
PARKS AND TRAILS
The proposed plat combines four separate parcels of land currently best described as a woodlot
allowing for the orderly subdivision of the entire parcel into 11 single-family lots. Eight of the lots
are located in Block 1 and will be marketed as new home sites. The remaining three lots, comprising
Block 2, are homes to three of the four owners and are located on Lotus Lake. Outlot A has been set
aside at the request of staff as a means of preserving a small, intact section of the woodlot.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 11 of 21
Park and Trail Comprehensive Plan Review
Parks
This property is located within the park service area of Carver Beach Playground and Carver Beach
Park. Carver Beach Playground, located at 900 Carver Beach Road, is a two -acre site featuring a
ballfield, basketball court, and creative playground. Carver Beach Park, located at 6891 Lotus Trail,
is a six -acre waterfront park featuring two public swimming beaches, a picnic area, nature trail and
small playground. The nature trail follows the shoreline of Lotus Lake and is nearly one-half mile in
length.
Trails
With the exception of the nature trail and one section of concrete sidewalk, the Carver Beach
neighborhood is void of trails and sidewalks. This condition is directly attributable to the age of the
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 12 of 21
area and the narrow street grid and road right-of-ways. There is very limited, if not non-existent,
right-of-way to construct sidewalks and/or trails in the area. Carver Beach Road serves as a main
transportation corridor in the neighborhood for both vehicles and pedestrians. The one sidewalk
mentioned is located on Carver Beach Road starting at Carver Beach Park and travels west to Powers
Boulevard. In addition to this sidewalk, an important "trail connector" is located at the terminus of
Carver Beach Road linking pedestrians to Big Woods Boulevard, Kerber Pond Park and south to the
downtown area.
Outlot A
The Park and Recreation Commission has the choice of recommending the City Council accept cash
park fees or land dedication as a condition of approval for the Lotus Woods Subdivision. The cash
park fees required of this application as submitted are $63,800 or $5,800 per lot. It is staffs
recommendation that the Commission seek land dedication in lieu of cash park fees as a means of
preserving some of the woodlot character that currently exists on this site. The location of this outlot
at the intersection of Carver Beach Road and Fox Hill Drive will serve as a landmark for the new
residents. In addition, the larger neighborhood and community will view this dedication as a worthy
investment in preserving the unique character or Carver Beach.
Staff s request of the applicant was to maximize the size of the undisturbed area of tree preservation
on the corner. The maximum dedication of land allowed by ordinance is one acre for every 75
people. For 11 single-family lots with 3.5 persons per home, 22,361 square feet (0.51 acres) of park
dedication is required. A previous layout of Outlot A contained less upland area than required by
ordinance.
On April 24, 2007, the Park and Recreation Commission visited this property prior to their regular
meeting. The commissioners discussed their positions on the proposed application. At the
conclusion of the discussion, the Park Commission tabled action on the Lotus Woods subdivision
request to allow staff time to discuss with the property owners and engineers their recommended
approach towards dedicating land in lieu of park fees in an area estimated at 22,475 square feet.
On April 30, staff met with the
applicant and agreed upon the
configuration of the 22,475 square
foot Outlot A. Staff also confirmed
that no grading be conducted within
the Outlot and that the border of the
Outlot be identified with appropriate
signage.
As drawn, Outlot A currently contains
37,530 square feet with 8,050 of that
being wetland. Wetlands are not
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Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 13 of 21
accepted as parkland dedication. The wetland also has a buffer that does not count towards the total
area of park dedication.
TREE PRESERVATION/LANDSCAPING
Tree canopy coverage and preservation calculations for the Lotus Woods development are as
follows:
Total upland area (excluding wetlands/parkland) 6.7 ac or 293,526 SF
Total canopy area (excluding wetlands/parkland) 5.4 ac or 234,634 SF
Baseline canopy coverage 80%
Minimum canopy coverage allowed 55% or 161,439 ac.
Proposed tree preservation 32% or 95,368 ac.
The developer does not meet minimum canopy coverage allowed; therefore, the difference is
multiplied by 1.2 to calculate the required replacement plantings.
Difference in canopy coverage 66,071 SF
Multiplier 1.2
Total replacement 79,285 SF
Total number of trees to be planted 72 trees
A replacement planting plan must be submitted to the City for approval. Included in the plan
shall be location, species and size of replacements. All replacements must meet minimum size
requirements.
The existing woods consist mainly of large, mature sugar maples with a mix of basswood, oak,
ash and hickory. It is a healthy forest with little to no invasive species. Development of the area
should pay special attention to preserving large groups of trees in rear and side yards where
possible. This has been done on Lots 2, 3 and 8. Of those trees shown as preserved on the lots,
any removed must be replaced at a rate of 2:1 diameter inches.
COMPLIANCE WITH ORDINANCE - RSF DISTRICT
Lot Lot
Area Width
Ordinance 15,000 non -riparian 90'
20,000 riparian
Lot Hard Home
Depth Surface Setback
Coverage
125' 25% 30' front/rear
10' sides
75' Lake
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 14 of 21
Lot
Lot
Lot
Hard
Home
Area
Width
Depth
Surface
Setback
Coverage
55' (30' Wetland + 25'
Buffer)
BLOCK 1
Lot 1
16,320 non -riparian
100'
163.5'
22.5%
30'/NA
10'/55'
Lot 2
15,007 non -riparian
92'
183.5'
22.1%
30'/30'
10'/55'
Lot 3
15,105 non -riparian
119'
198.5'
21.7%
30'/30'
10'/55'
Lot 4
18,772 non -riparian
120'
162'
20%
30'/NA
10'
Lot 5
16,372 non -riparian
104'
156.5'
24.4%*
30'/30'
10'/55'
Lot 6
16,002 non -riparian
90'
157'
24.1%*
30'/30'
10'/55'
Lot 7
16,275 non -riparian
95'
154'
19.8%
30'/NA
10'
Lot 8
16,298 non -riparian
92'
168'
20%
30'/30'
10'/55'
BLOCK 2
Lot 1
40,956 riparian
120'
337'
5.6%
30'/75'
10'
Lot 2
39,915 riparian
116'
290'
19%
30'/75'
10'
Lot 3
59,791 riparian
123'
244'
11.3%
30'/75'
10
Outlot A
37,530
* The current plans reflect a "House Type A".
The plans
must be revised
to show "House
Type B".
Hard surface coverage
calculations
include house pad, driveway, deck, patio
and porch.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 15 of 21
SUBDIVISION - FINDINGS
The proposed subdivision is consistent with the zoning ordinance;
Finding: The subdivision meets all the requirements of the RSF, Residential Single
Family District and the zoning ordinance.
2. The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan;
Finding: The proposed subdivision is consistent with the comprehensive plan and
subdivision ordinance.
The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm
water drainage are suitable for the proposed development;
Finding: The proposed site is suitable for development subject to the conditions specified
in this report
4. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by this
chapter;
Finding: The proposed subdivision is served by adequate urban infrastructure.
5. The proposed subdivision will not cause environmental damage;
Finding: The proposed subdivision will not cause significant environmental damage
subject to conditions of approval. The proposed subdivision contains adequate open areas
to accommodate house pads.
6. The proposed subdivision will not conflict with easements of record.
Finding: The proposed subdivision will not conflict with existing easements, but rather
will expand and provide all necessary easements.
7. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
a. Lack of adequate storm water drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
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Planning Case 07-09
May 15, 2007
Page 16 of 21
d. Lack of adequate off -site public improvements or support systems.
Finding: The proposed subdivision will have access to public utilities and streets.
VARIANCE
VARIANCE -FINDINGS
As part of this plat approval, a variance to allow a 50-foot wide right-of-way is requested. The
City Council may approve the variance as part of the preliminary plat after they find the
application complies with the following conditions:
The hardship is not a mere inconvenience.
2. The hardship is caused by the particular physical surroundings, shape or topographical
conditions of the land.
The condition or conditions upon which the request is based are unique and not generally
applicable to other property.
4. The granting of a variance will not be substantially detrimental to the public welfare and is
in accord with the purpose and intent of this chapter, the zoning ordinance and
comprehensive plan.
Finding: The 50-foot wide right-of-way will minimize environmental impact on the site and
allow the street to blend in with the surrounding neighborhood.
RECOMMENDATION
Staff recommends the Planning Commission adopt the following motion:
"The Chanhassen Planning Commission recommends City Council approve the preliminary plat
for Planning Case 07-09 for Lotus Woods Subdivision for 11 lots and 1 outlot with a variance to
allow a 50-foot right-of-way as shown on the plans dated received May 4, 2007, prepared by Otto
Associates, subject to the following conditions:
A wetland buffer 25 feet in width shall be maintained around all Manage 1 wetlands. All
wetlands and wetland buffer areas shall be protected by silt fence during grading. Wetland
buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland
ordinance. The applicant shall install wetland buffer edge signs, under the direction of City
staff, before construction begins and shall pay the City $20 per sign. Principal structures shall
maintain a setback of at least 30 feet from the wetland buffer edge; accessory structures shall
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 17 of 21
maintain a setback of at least 15 feet from the wetland buffer edge. The wetland buffer and
wetland buffer setback shall be shown on the plans.
2. The SWPPP shall be revised to address all items that are unchecked in the Carver SWCD
"Stormwater Pollution Prevention Plan Checklist" attached to the April 11, 2007 letter to the
City from the Carver SWCD.
3. Stable emergency overflows shall be provided for the proposed pond on site. The emergency
overflows shall be clearly labeled on the plan and a detail shall be provided.
4. All riprap/fabric at the flared end section shall be installed within 24 hours of flared end
section installation.
5. The ditch section west of Carver Beach Road that receives stormwater from the stormwater
pond shall be stable prior to receiving discharge from the site.
6. 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 Time (Maximum time an area can
Steeper than 3 :1 7 days remain open when the area
10:1 to 3:1 14 days is not actively being worked.)
Flatter than 10:1 21 days
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.
7. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
8. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands, streams,
creeks, bluffs and ravines; Chanhassen Type 1 silt fence shall be used around the remaining
areas.
10. A temporary sediment basin shall be constructed prior to disturbing up slope areas. The areas
of temporary sediment basins shall be labeled on the plan. A temporary outlet structure (e.g.,
a perforated riser and rock cone) shall be provided for the pond; a detail shall be provided.
11. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 18 of 21
inches of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular
basis. For all inlet protection devices, details shall be provided in the plan and in the
SWPPP.
12. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
13. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat
recording, is $31,996.00.
14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
15. Applicant shall submit a landscaping plan showing 72 trees as replacement plantings. All
trees shall be native species. Plan shall specify size, species, and locations.
16. All areas outside of grading limits shall be protected by tree preservation fencing. Fencing
shall be installed prior to grading and excavation for homes on each lot. Any trees shown as
preserved on plans dated revised on 5/l/2007 must be replaced at a rate of 2:1 diameter
inches if removed.
17. No grading shall be allowed on Outlot A.
18. A minimum of two overstory trees shall be planted in the front yards of Lots 1-8, Block 1
19. All structures within the proposed right-of-way or within the required setback of Block 2
must be removed.
20. Building Official Conditions:
a. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
b. Demolition permits must be obtained prior to demolishing any structures on the site.
c. Retaining walls more than four feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
d. Separate sewer and water services must be provided to each lot.
e. Any existing wells and on -site sewage treatment systems on the site must be abandoned
in accordance with State Law and City Code.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 19 of 21
21. Fire Marshal conditions:
a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees,
shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure
that fire hydrants can be quickly located and safely operated by firefighters.
b. Fire apparatus access roads and water supply for fire protection is required to be
installed. Such protection shall be installed and made serviceable prior to and during the
time of construction except when approved alternate methods of protection are provided.
c. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
d. Fire apparatus access roads shall be designed and maintained to support the imposed load
of fire apparatus and shall be serviced so as to provide all-weather driving capabilities.
Pursuant to Minnesota State Fire Code Section 503.2.3.
e. Fire hydrant locations are acceptable.
f. Proposed street name is acceptable.
g. Temporary street signs shall be installed at street intersections once construction of the
new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section
501.4.
22. Outlot A shall be deeded to the City in lieu of payment of park dedication fees.
23. Revise Sheet 2 of 12 to show "House Type B" on Lots 5 and 6, Block 1.
24. The two accessory structures along Lotus Woods Drive must be removed before grading
commences. A plan is needed to allow all the existing homeowners access to their properties
until the completion of construction. The existing driveways west of Lotus Woods Drive
will need to be removed upon completion of Lotus Woods Drive.
25. Rational method calculations and delineation are needed for the sizing of the storm sewer.
Also, add the ordinary high water level of the wetland to the plans.
26. The outlet pipe to the on -site pond must be directionally drilled under Big Woods Boulevard
and discharge into the ditch in Triple Crown Estates.
27. A revised grading plan will be needed to address the following issues:
a. The lowest openings of houses must be three feet above the ordinary high water level or
one foot above the emergency overflow.
b. Lots 2 and 4, Block 1 elevations need to be revised if they are indeed walkouts.
c. The slopes of the driveways on Lots 6 and 8, Block 1 appear to be more than the 10%
maximum and need to be revised.
d. Spot elevations must be shown at each proposed intersection to ensure the curb line has a
.5% minimum slope.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 20 of 21
Ground (i.e. non -paved) surface grades shall not be less than 2%. All emergency
overflows must be shown on the plan. More contour labels are needed. Also, please turn
off the tree layer so it is easier to read the grading plan.
28. An easement is required from the appropriate property owner for any off -site grading. A
temporary construction easement will be needed for the installation of the manhole on Lot 1
of Big Woods on Lotus Lake. If importing or exporting material for development of the site
is necessary, the applicant will be required to supply the City with detailed haul routes.
29. The existing retaining wall in the southwest corner of the site must be removed before or
during construction of the pond. A building permit is required for all retaining walls four
feet tall or higher and must be designed by a Structural Engineer registered in the State of
Minnesota.
30. The watermain extension from Fox Hill Drive must be wet tapped. Due to the alignment of
the watermain in Fox Hill Drive, it appears that this connection cannot be done under traffic.
The watermain connection on Big Woods Boulevard shall connect to the provided stub and
take place under traffic. The sanitary sewer connection on Big Woods Boulevard connecting
to an existing stub shall be completed under traffic.
31. Actual elevations of existing utilities must be verified for accuracy. Proposed service
connections along with connection details must be added to the plans.
32. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk
hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and
watermain hookup fees may be specially assessed against the parcel at the time of building
permit issuance. All of these charges are based on the number of SAC units assigned by the
Met Council and are due at the time of building permit issuance.
33. All of the utility improvements are required to be constructed in accordance with the City's
latest edition of Standard Specifications and Detail Plates. The applicant is also required to
enter into a development contract with the City and supply the necessary financial security in
the form of a letter of credit or cash escrow to guarantee installation of the improvements and
the conditions of final plat approval. The applicant must be aware that all public utility
improvements will require a preconstruction meeting before building permit issuance.
Permits from the appropriate regulatory agencies will be required, including the MPCA,
Dept. of Health, Carver County, and the Watershed District.
34. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper
access for maintenance of this line. The actual location of the watermain and the easement
must be shown to determine if the easement is sufficient.
Lotus Woods Subdivision
Planning Case 07-09
May 15, 2007
Page 21 of 21
35. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion,
the applicant shall submit a set of "as -built" plans signed by a professional civil engineer."
ATTACHMENTS
1. Findings of Fact.
2. Development Review Application.
3. Public Hearing Notice and Affidavit of Mailing
4. Plans Dated May 4, 2007.
g:\plan\2007 planning cases\07-09 lotus woods\staff report pc.doc
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE: Application of Lotus Woods — Planning Case 07-09
On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of a Preliminary Plat with variances to Subdivide 7.6 acres into 11
single-family lots and one outlot, Lotus Woods.
The Planning Commission conducted a public hearing on the proposed development which was
preceded by published and mailed notice. The Planning Commission heard testimony from all
interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
The property is currently zoned RSF, Single -Family Residential.
2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 —
4.0 units per net acre).
The legal description of the property is attached as exhibit A.
4. The Subdivision Ordinance directs the Planning Commission to consider seven
possible adverse effects of the proposed subdivision. The seven (7) effects and
our findings regarding them are:
a) The proposed subdivision is consistent with the zoning ordinance;
b) The proposed subdivision is consistent with all applicable city, county and
regional plans including but not limited to the city's comprehensive plan;
c) The physical characteristics of the site, including but not limited to
topography, soils, vegetation, susceptibility to erosion and siltation,
susceptibility to flooding, and storm water drainage are suitable for the
proposed development;
d) The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage disposal, streets, erosion control and all other
improvements required by this chapter;
e) The proposed subdivision will not cause environmental damage;
f) The proposed subdivision will not conflict with easements of record; and
g) The proposed subdivision is not premature. A subdivision is premature if
any of the following exists:
1. Lack of adequate storm water drainage.
2. Lack of adequate roads.
3. Lack of adequate sanitary sewer systems.
4. Lack of adequate off -site public improvements or support systems.
5. Variances. The City Council may grant a variance from the regulations
contained in the subdivision ordinance as part of the plat approval process
following a finding that all of the following conditions exist:
a) The hardship is not a mere inconvenience.
b) The hardship is caused by the particular physical surroundings, shape or
typographical conditions of the land.
c) The conditions upon which the request is based are unique and not generally
applicable to other property.
d) The granting of the variance will not be substantially detrimental to the
public welfare and is in accord with the purpose and intent of this chapter,
the zoning ordinance and comprehensive plan.
6. The planning report Planning Case 07-09, dated May 15, 2007, prepared by
Sharmeen Al-Jaff, et al, is incorporated herein.
2
RECOMMENDATION
The Planning Commission recommends that the City Council approve the
Preliminary Plat with variances.
ADOPTED by the Chanhassen Planning Commission this 15th day of May, 2007.
CHANHAS SEN PLANNING COMMISSION
W.
Jerry McDonald, Chairman
Exhibit A
PROPERTY DESCRIPTION:
That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows:
Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet Southeasterly
from the point of intersection of the center line of said Lakeview Drive with the Center line of
Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07
minutes East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus
Lake); thence Southerly along the high water mark of said lake to the South line of said Section
1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a
distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant
243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed
by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the
center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a
distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern
Road being shown on the plat of CARVER BEACH on file and of record in the Office of the
Registrar of Titles in and for Carver County, Minnesota.
That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County,
Minnesota, described as follows:
Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of
South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the
center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of
Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of
the Registrar of Titles in and for said County and State of Minnesota; and running from thence
South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division
line between Sections 1 and 23 of Carver County to the high water mark of Long Lake; thence in
a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a
point 100 feet at right angles to the first course when said course is projected Easterly; thence
Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of
Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point
of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same
being registered land as evidence by Certificate of Title No. 1726, Carver County, State of
Minnesota.
That lies Westerly of Line A described as follows:
Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of
South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the
center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of
Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of
the Registrar of Titles in and for said County and State of Minnesota; and running from thence
0
South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance
of 530.06 feet to the point of beginning of said Line A to be described; thence South 03 degrees
O1 minutes 32 seconds to a point 100.00 feet at right angles from the South line of said Section 1,
and said Line A there terminating.
Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the record
plat thereof.
AMICK PROPERTY:
That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows:
Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly
from the point of intersection of the center line of said Lakeview Drive with the center line of
Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence
North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus
Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its
intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning;
thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of beginning. Above
mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file
and of record in the office of the Registrar of Titles in and for Carver County, Minnesota.
Subject to an easement granted to the Northern Sates Power Company July 22"d, 1941.
Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of
South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of said
Lakeview Drive and Fern Road as shown on the map entitled: "Map of Carver Beach", according
to the plat thereof, on file and of record in the office of the Registrar of Titles for said County of
Carver and State of Minnesota; and running from thence along the Southerly line of Fern Road
on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus
foot to the high water mark of Long Lake; thence in a Southerly direction along the high water
mark of said Long Lake 100 plus or minus feet to a point 100 feet at right angles to the first
course, when said course is projected; thence on a course of South 75 degrees 07 minutes 00
seconds West, a distance of 873 feet plus or minus, to a point in the center line of Lakeview
Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive
and Fern Road; thence along the center line of Lakeview Drive on a course of North 22 degrees
21 minutes 40 seconds West, a distance of 100.857 feet to the point of beginning. Containing
2.03 acres plus or minus.
CERVILLA PROPERTY:
Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly
direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a
bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to
the high water mark of Long Lake; thence in a Southerly direction along the high water mark of
Long Lake to a point distant 375 feet at right angles to the first course when said course is
projected; thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the
division line between Sections 1 and 12 of Carver County, a distance of 950 feet plus or minus to
a point in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22
degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line
of Lakeview Drive and Fern Road; thence along the center line of Lakeview Drive on a bearing
of North 22 degrees 11 minutes 40 seconds West, a distance of 122 feet plus or minus to the
point or place of beginning containing 5.17 acres plus or minus, as shown on a map entitled
CARVER BEACH, according to the plat thereof on file and of record in the office of the
Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement
granted to the Northern States Power Company July 22, 1941.
Excepting therefrom: That part of Government Lot 8 in Section 1, Township 116, Range 23,
described as follows: Beginning at a point in the center line of Lakeview Drive, distant 121.029
feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with
the center line of Fern Road; thence Southeasterly along the center line of said Lakeview Drive
25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also
known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or
less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of
beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of
beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of
CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Carver
County, Minnesota. Subject to an easement granted to the Northern States Power Company July
22, 1941.
Also Excepting Therefrom: That part of Government Lot 8 in Section 1, Township 116, Range
23, described as follows:
Beginning at a point in the center line of Lakeview Drive distant 221.029 feet Southeasterly from
the point of intersection of the center line of said Lakeview Drive with the center line of Fern
Road; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes
East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake);
thence Southerly along the high water mark of said Lake to the South line of said Section 1,
thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a
distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant
243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed
by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the
center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a
distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern
Road being shown on the plat of CARVER BEACH on file and of record in the Office of the
Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the
Northern States Power Company July 22, 1941.
G:\PLAN\2007 Planning Cases\07-09 Lotus Woods\Lotus Woods Property Desc.doc
31
10/16/2006 12:07
7636823522
OTTO ASSOCIATES
PAGE 02
Name
Phone
Email:
CITY OF CHANHASSEN
7700 Market Boulevard — P.Q. Box 147
Chanhassen, MN 55317 — (952) 227-1100
Planning Case No, V I—o
CITY OF CHANHASSEN
RECEIVED
MAR 0 0 2007
DEVELOPMENT REVIEW Ag PAC � IPWR "A5�`-�'
a� d Address: 07er Narne'a9d Address; ,
Contact: -�,o
Phone: y3 --Fax:o
Email:
NOTE: Consultation with City staff is required prier 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)*
� o0
Subdivision'
An additional fee of c3 00
Temporary Safes Permit
Vacation of Right-of-Way/t✓esements (VAC)
Variance (VAR) Z Q
Weiland Alteration Permit (WAP)
Zoning Appeal
Zoning Ordinance Amendment
Notification Sign $200
(City to install and remove)
X Escrow for Filing Fees/Attomey Cost'*
- $50 CUP/SPRNACNAR/WAP/Metes & Bounds
- $450 Minor SUB
TOTAL FEE $ I (3S!2�' 42d .q 6LPP1%'K# 3S�'
rusk w thin the pu lic hearing notification area will be Invoiced to the applicant
Prior to the public hearing.
*Sixteen 0 6) full-size folded copies of the plans must be submitted, including an 8'/Z" X 11Is
reduced copy for each plan sheet along with a digita,_ I 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.
c_.
FROM : COREGROUP & ASSOCIATES
FAX NO. : 9529422938 Oct. 31 2006 05:05PM P2
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PROJECT NAME
LOCATIoN..
LEGAL DESORIPTTON:
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PRESENT LAND USE DESIGNATtoN; _
REQUESTED LAND USE QES►GNAT04:
REASON FOR REQUEST: S'OAf-,�
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"d PIms mW�d by apprrcabte City Ordnenet provlstons. Before filing this ap Imtm, you �outd ea'*r W►th the
9 Dopartmant to deterrn►na &2 Ra ordinance and Pm=durei re4airerrrenta i PAWbie to your appal.
A det mdro tbort of Lomoolmen of flee app shag be made within 15 business d Of appl a st�mftteL A wttttan
notfae of atppileader: defcWKjes small be mailed to the aEpaca t VAthln 16 busfrress of appticQ ,
This is Oa Ceitlfy If M 1 em mu*rng 8PP�n to the d5=g3 3d adfon by the MY and I am Wponaiik for complying with
the an Qty should regard I°ngarding mLs , ihl& appit�tt�vrt st►ould be Arad rriy rr�tna and 1 ass the PAY kvhdb
(either copy of 4wrWr �Y ' pertairanp to aDlsRcatlon. I have a shed a copy of Pro& of aw erohip
to makm this application DQ e WWO O Abstract of Tita or purchase ag ,off' 1 am the audtorlzed person
has om fined this sAp►xatian.
1 will keaP myself Informed of tha ck,4difnes for cubn>iss;on of rrtater►AI and the
�uthot greys d this appjaMiom 1 fQjher
undc�tstatld first additangl f®ea �' be I;Utged for conu*ng km, feasibility studre ,eta an ea6rtaeta Pilo? to any
vr► to prose Y. The d= Qnd frrfo mt;on I have subffilt ad are titre acid a0tr4t t to the Wt of
•ter s.x�r-L b,l._S4
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CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on
April 27, 2007, the duly qualified and acting Deputy Clerk of the City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy of the attached notice of
Postponement of Public Hearing for Lotus Woods — Planning Case 2007-09 to the persons
named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to
such owner, and depositing the envelopes addressed to all such owners in the United States mail
with postage fully prepaid thereon; that the names and addresses of such owners were those
appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by
other appropriate records.
Kar n J. En el rdt, Deputy Clerk
Subscribed and sworn to before me
this IS4- day of McLq 2007.
L A N A_C_4�
Notary Pub is
a,tet rrr
'. KIM T. MENISSEN
3'. Notary Public -Minnesota
• .: My Commission Expires Jan 31, 2010
CITY OF CHANHASSEN
PLANNING COMMISSION
NOTICE OF RESCHEDULED PUBLIC HEARING
Dear Property Owner:
On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the
following proposal:
• Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single
Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and
west of Lotus Lake. Applicant: Paul Eidsness et al
The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council
Chambers. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening,
depending on the order of the agenda.
If you have questions regarding this proposal, contact Sharmeen AI-Jaff at 952-227-1134 or by email:
saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at
www.ci.chanhassen.mn.us/serv/plan/07-09.html
CITY OF CHANHASSEN
PLANNING COMMISSION
NOTICE OF RESCHEDULED PUBLIC HEARING
Dear Property Owner:
On April 19, 2007, the City of Chanhassen mailed a public hearing notice to you regarding the
following proposal:
• Request for subdivision (LOTUS WOODS) with variances on property zoned Residential Single
Family located south of Fox Hill Drive, east of Carver Beach Road, north of Big Woods Drive, and
west of Lotus Lake. Applicant: Paul Eidsness et al
The public hearing has been RESCHEDULED for May 15, 2007 in the City Hall Council
Chambers. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening,
depending on the order of the agenda.
If you have questions regarding this proposal, contact Sharmeen AI-Jaff at 952-227-1134 or by email:
saliaff@ci.chanhassen.mn.us, or visit the City's NEW projects web page at
www.ci.chanhassen.mn.us/serv/plan/07-09.html
Lotus lake
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used as one. This
map is a compilation of records, information and data located in various city, county, state and federal
offices and other sources regarding the area shown, and is to be used for reference purposes only.
The City does not warrant that the Geographic Information System (GIS) Data used to prepare this
map are error free, and the City does not represent that the GIS Data can be used for navigational,
tracking or any other purpose requiring exacting measurement of distance or direction or precision in
the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107.
The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and
the user of this map acknowledges that the City shall not be liable for any damages, and expressly
waives all claims, and agrees to defend, indemnify, and hold harm ess the City from any and all claims
brought by User, its employees or agents, or third parties which arise out of the user's access or use of
data provided.
Lotus Lake
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used as one. This
map is a compilation of records, information and data located in various city, county, state and federal
offices and other Sources regarding the area shown, and is to be used for reference purposes only.
The City does not warrant that the Geographic Information System (GIS) Data used to prepare this
map are error free, and the City does not represent that the GIS Data can be used for navigational,
tracking or any other purpose requiring exacting measurement of distance or direction or precision in
the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107.
The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and
the user of this map acknowledges that the City shall not be liable for any damages, and expressly
waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims
brought by User, its employees or agents, or third parties which arise out of the user's access or use of
data provided.
CHAD R & ROBIN E POINTER DOUGLAS D SUMNER JAMES R JR & ELLEN J CRANSTON
6896 NAVAJO DR 699 CARVER BEACH RD 695 CARVER BEACH RD
CHANHASSEN , MN 55317 -9571 PO BOX 2001 CHANHASSEN , MN 55317 -2101
CHANHASSEN , MN 55317 -2001
DANIEL L RADECKI TODD & KRISTIN JACKSON ALLEN I & BARBARA S OLSON
5808 80TH AVE N 621 BROKEN ARROW DR 9435 LIBBY LN
BROOKLYN PARK, MN 55443 -2105 CHANHASSEN , MN 55317 -9569 EDEN PRAIRIE, MN 55347 -4280
RANDY SCHLUETER CRAIG J & ALLYSON L BENZ JAMES V & MARY L FRERICH
580 FOX HILL DR 620 FOX HILL DR 651 BROKEN ARROW DR
CHANHASSEN , MN 55317 -9538 CHANHASSEN , MN 55317 -9512 CHANHASSEN , MN 55317 -9569
DALE & PAMELA I STAHL RICHARD J & JUDITH L WILLIAMS FRANK P & BONNIE L FILKO
580 BIGHORN DR 570 BIGHORN DR 550 BIGHORN DR
CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805
JOHN C & VICKI L FRAZIER CURTIS C & JUDITH N QUINER JOHN D JR & LISA LENSEGRAV
610 BIGHORN DR 725 PONDEROSA DR ETAL
CHANHASSEN , MN 55317 -8806 CHANHASSEN , MN 55317 -9419 6880 LOTUS TRL
CHANHASSEN , MN 55317 -9559
MARK W & VALERIE NELSON ERNEST F & MARY ANNE E PIVEC LANA L MATSON-GALVIN &
6890 NAVAJO DR 5060 MEADVILLE ST JEFFREY D GALVIN
CHANHASSEN , MN 55317 -9571 EXCELSIOR, MN 55331 -8788 6893 NAVAJO DR
CHANHASSEN , MN 55317 -9572
CRAIG & MARY E RHATIGAN RICKI LEE HALE & STEVEN C & SHARON L ASH
599 BROKEN ARROW DR DEEANN WALLENTINE-HALE 356 CHIEF BOYD DR NE
CHANHASSEN , MN 55317 -9569 600 FOX HILL DR CASS LAKE, MN 56633 -3241
CHANHASSEN , MN 55317 -9512
ROBERT IAN AMICK CONSTANCE M CERVILLA BRYAN & JENNIFER GRIMM
581 FOX HILL DR 650 CARVER BEACH RD 720 PREAKNESS LN
CHANHASSEN , MN 55317 -9538 CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -9238
MATTHEW T & LISA A KOEPPEN CURTIS W & NOELLE W SWENSON CHRISTOPHER S CHARLSON &
5410 GROVE ST 597 BIG WOODS BLVD SHARIE L CHARLSON
EDINA , MN 55436 -2210 CHANHASSEN , MN 55317 -4504 591 BIG WOODS BLVD
CHANHASSEN , MN 55317 -4504
RICHARD M GORRA RICHARD ARTHUR SHEA ROBERT C HUIBREGTSE &
8201 STONE CREEK DR 533 BIG WOODS BLVD BETSY A SWEDLUND
CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -4504 565 BIG WOODS BLVD
CHANHASSEN , MN 55317 -4504
JOHN H L ODOM JR DAVID O & RACHEL A IGEL DEAN R & DENISE T PRESTON
BARBARA A F ODOM 501 BIG WOODS BLVD 606 CARVER BEACH RD
6390 PLEASANT VIEW CV CHANHASSEN , MN 55317 -4504 CHANHASSEN , MN 55317 -2101
CHANHASSEN , MN 55317 -9263
ERIC V & NIKKI D TRUILLO DAVID A & JULIANNE OLSON GEORGENE M SORENSEN
600 BIGHORN DR 590 BIGHORN DR 540 BIGHORN DR
CHANHASSEN , MN 55317 -8806 CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -8805
CHARLES & ANNETTE BUENGER ZACHARY A & JENNIFER L HARRIS DEAN T & SUSAN L STANTON
520 BIGHORN DR 1252 WILDWOOD PL 500 BIGHORN DR
CHANHASSEN , MN 55317 -8905 CHASKA , MN 55318 -9734 CHANHASSEN , MN 55317 -8805
PAUL D GRAN KENNETH W & COLLEEN J VERMEER PHILIP M HANSON
620 BIGHORN DR 730 PREAKNESS LN 621 CARVER BEACH RD
CHANHASSEN , MN 55317 -8806 CHANHASSEN , MN 55317 -9238 CHANHASSEN , MN 55317 -2101
CARVER BEACH PROPERTIES DELAHAYE ENTERPRISES LLC JOSEPH T & JANICE S MORTON
C/O ADRIAN J014NSON PO BOX 693 6911 YUMA DR
332 2ND ST EXCELSIOR, MN 55331 -0693 CHANHASSEN , MN 55317 -9560
EXCELSIOR, MN 55331 -1806
JEFFREY L KLEINER GREG & MARIA LINDSLEY ARMIN C & NANCY E DREISSIGER
655 CARVER BEACH RD 500 BIG WOODS BLVD 560 BIGHORN DR
CHANHASSEN , MN 55317 -2101 CHANHASSEN , MN 55317 -4504 CHANHASSEN , MN 55317 -8805
RICHARD & SANDRA MONSETH JON ALAN LANG PAUL T EIDSNESS &
530 BIGHORN DR 640 CARVER BEACH RD ANDREA S EIDSNESS
CHANHASSEN , MN 55317 -8805 CHANHASSEN , MN 55317 -9428 4395 TRILLIUM LN W
MINNETRISTA , MN 55364 -7713
JOSEPH G III & BARBARA C BETZ PATRICK T MCRAITH MICHAEL ROWE
6940 LOTUS TRL 6900 LOTUS TRL 109 12TH ST
CHANHASSEN , MN 55317 -9559 CHANHASSEN , MN 55317 -9559 FARMINGTON, MN 55024 -8856
EXECUTIVE QUALITY HOMES INC MICHAEL O'KELLY JEFFREY B & MARY V KING
20741 320TH ST 2733 TYRONE LN 6886 LOTUS TRL
NEW PRAGUE , MN 56071 -4530 MOUND, MN 55364 -1828 CHANHASSEN , MN 55317 -9559
VICINITY MAP
N 1 SEC rZ T.116,R23
OWNERS:
ROBERT AMICK
581 FOXHILL DRIVE
PM ECT CHANt,IASSEN, MN 55317 AGENT.-
------_= LOCA 77ON KARON REAL ESTATE GROUP �
..... JON LANG RON KARON ❑
640 CARVER BEACH ROAD A
�$ 10159 WA YZA TA BLVD.
� LOTUS ICHANHASSEW, MN 55317fit�CHANHASSAN, MN 55305 161 to inn J3 40
�� (763) 4, 36 0355
LAKE CONS TANCE CERVILLA Cal�,i • � �* Ill --
� 650 CARVER BEACH ROAD �r3 - , J .,,, � -
awop ,I 111111111:�
CHANHASSEIIN, MITI 55317� _� M BAR� Ex.cloJi►ia
PA UL EI DS ■ ESS j � � � ~ i � ' .-� Inv -901. 8
tit
630 CARVER BEACH ROAD � r +�� �`� �� � ._ �
CHANHASSEN, MN 55317� r� C� -s Dy N-U �-
tit r *� H LE E—H RA
x Fa C'
x r C�� I
LW
A Q
MTi srT� C� -� .. conc.pop
s �,
I Ir Ex. M —Safi � +� � �
LA
(A R1rn 68.9
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ti -tu c�, lnv=9 s.5o
t� r�
Ex.M Mf
a C'yr�\�)m=470.6.3 —El `-
I f fit-
. .0 _
11'I Sf� tTt - eye r'
S 1.w �' -c try Ex. -Son _ ?- 0 l o�
rib.. $� �-- Rim= 61.57:
Inv= 9 au 1 -
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war
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ft , - .,.�. 5.2f
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ul
110
000000111111111111111111111111
Ex.MH---San -�! r
Rife=938. 62 g -- -- -- -~' �
g ` 16320 IF.11-71
Inv= 928.57-
' 39915 &F.
' 1
1 •• 1 delineated
aenchmark -�--�
7NH
E7ev=94296
(N.G. ,D. 1929)
�. icr.
� 1
Ex.MH-- W)W ----•'
_.� Rim = 947 61
A
-%/400
RIvL. Pi �� o�
\ 2 V
(45
N UP
00
� NOELLE ■ems SKNS � �. ..�..�.�% �.J .. �.. _. � � ���� � �r/w �V �E%��.�1% 1� �G a ... . . _ ...�. ..��y
S !ARSE Lr CHARLSON B�Y A. S�Li/ND RI CHARD Mw GORRA � �SA �w Vf I
rPilLr r~JI_L
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L�.:iniLu
POND
NOTE: *ETLANDS DEUNEA TED BY -......,_.
KJOLJYAUG ENVIRONMENTAL SERVICES COMPANYedge of pond °�`�" -- --- ----- --�•- �----- --.-..�...- � .,
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS..
LOT 1 Blk. 2 Total Area = 40539 SF LOT 2 Blk. .2 Total Area = 39915 SF
Hardcover Calculations.- Hardcover Calculations.
Structure
,area,
Percen t
IYardcover
Existing House
958.58 SF
2.36
Existing Garage
540.59 SF
1.33
Existing Retain Wall
50.84 SF
.13z
Existing Shed
! O3.24 SF
a25X
Existing Driveway
665.91 SF
1.64X
TOTAL HARDCOVER AREA = 2319.16 SF
TOTAL HARDCOVER = 5. 71X
1
9 18 06
M.L.H.
WETLAND BUFFER AND EASEMENTS
2
3/8/07
M.L.H.
REVISED LAYOUT
3
07
M.L.H.
REVISED PER CITY REVIEW
Now
DATEJ
BY
DESCRIPTION
REVISIONS
Structure
Area
Percent.
Hardcover
Existing House
2846.10 SF
7.13X
Existing Retain Wa11
90 SF
.23.E
Existing Driveway
4674.23 SF
11.71
TOTAL HARDCOVER AREA = 7610.33SF
TOTAL HARDCOVER = 19.07
LOT 3 Blk. 2 Total Area = 59792 SF
Hardcover Calculations.
Structure
Area
Percent
Hardcover
Existing Douse
3220.48 SF
5.39
Existing Retain Wall
188.83 SF
.32%
Existing Shed
292.57 SF
.49
Existing Driveway
3053.53 SF
5.11
TOTAL HARDCOVER AREA = 6755.41 SF
TOTAL HARDCOVER = 11.30
DESIGNED DRAWN I HEREBY CERTIFY THAT THiS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
P. E.O D. N.A. AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
CHECKED
P. E.O.
Pa u I E. Otto
LICENSE # 40062 DATE:...... _.
1 1
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND
ADJOINING RIGHT-OF-WAY LINES, AND BEING 6 FEET IN WIDTH,
UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS
SHOWN ON THE PLAT.
Web site:
www. ottoassociatm com
9 West DiOW= St
Buffalo, MN 53.313
SSOCIATES Ph; (763)6824727
Enoj s and Land w* Fay (763)6824522
(` EX/SANG ZONING - RSF
50 0 P50
� Scale in Feet
TOTAL AREA = 7.6f ACRES
1 �
LISA Aw KOEPPEN
� �Ex.MH--San
X Rim=923.60
Ns'! v--913.52
00
0
womb
c� a
- O-W (JD
0
Gi
�v
'� •--� Ex.MH--Sort
'�1 Rim=904.05
!n v--898. 47
ElDSNESS
ARVER BEACH OAD
fASSEN, UN 55 17 �
1
-- Ex.MH---San
Rim=906.16
Inv=--897.94
donates iigfrt pale
denotes power pole
€-- -
denotes guy wire
N
denotes gate vdve
. &
denotes hint
®
denotes waiter same
DEN07ES BUILDING SETBACK LINE
30 _ FRONT
10' - SIDE
Jos -- REAR
75' -- LADE
PROPERTY DESCR1P770N.
That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows.
Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet
Southeasterly from the point of intersection of the center line of said Lakeview Drive
with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet;
thence North 75 degrees 07 minutes East 248.5 feet, more or les4 to the high water mark
of Long Lake (also known as Lotus Lake); thence Southerly along the high water mark of
said lake. to the South line of sold Section 1; thence North 89 degrees 31 minutes 29
seconds West along the South line of sold Section 1, a distance of 950 feet more or less to
a poin t in the center ter line of sold Lakeview Drive distant 243.518 feet on a bearing of
South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection
of the center line of said Lakeview Drive and Fern Road; thence along the center line of
said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a
distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and
Fern Road being shown on the plat of CARVER BEACH on lie and of record in the
Office of the Registrar of Titles in and for. Carver- County, Minnesota.
LOTUS WOODS
BOB AMICK
CHANHASSEN, MN
Tii�
7h❑t part of Government Lot 6, Section 12, Township 116, Range 23, Carver County,
Minnesota, descri6bed as follows. -
Beginning at a point In the center line of Lakeview Drive, distant 243.518 feet on a
bearing of South 22 degrees 21 minutes 40 seconds East, from the point farmed by the
intersection of the center lines of Fern Road and Lakeview Drive, as designated and
delineated on the Map of Carver Beach, at Long Lake, according to the plot thereof, on
file and of record in the office of the Registrar of Titles in and for said County and State
of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950
feet plus- or minus in and along the division line between Section I and 23 of Carver
County to the high grater mark of Long Lake; thence .in a Southeasterly direction along
150 the high water mark of Long Lake 115 feet plus 'or minus to a point 100 feet at right
angles to the first course when said course is projected Easterly; thence Northerly 89
degrees 31 minutes 29 seconds Hest 965 feet plus or minus to the center line of
Lakeview Drive; thence North. 22 degrees 21 minutes 40 seconds West, 108.505 feet to
the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116,
Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver
County State of Minnesota.
That lies Westerly of Line A described as follows.
Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a
bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the
intersection of the center lines of Fem Road and Lakeview Drive, as designated and
delineated on the Map of Carver Beach, at Long Lake, according to the plot thereof, on
fife and of record in the office of the Registrar of Titles in and for said County and State
of Minnesota; and running from thence South 89. degrees 31 minutes 29 seconds East
along the North line of said Section 12, a distance of 530.06 feet to the point of beginning
of sold Line A to be descnibed; thence South 03 degrees 01 minutes 32 seconds to a point
100.00 feet at right angles from the South Line of sold Section 1, and said Line A there
terminating.
AND
Ou tlo t A, BIG WOODS ON L 0 7US LAKE, Garver County, Minnesota, according to the record
plat thereof.
FiNT A
AMICK PROPERTY. -
That part of Government Lot 8 in Section 1, Township 116, Range 23, described as follows.
Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet Southeasterly
from the point of intersection of the center ' line of said Lakeview Drive with the center line of
Fern Road; thence Southeasterly along the center line of said Lakeview Drive 25 feet; thence
North 75 degrees 07 minutes East to the high water mark of Long Lake (also known as Lotus
Lake); thence Northerly along the high water mark of said lake 25 feet, more or less, to its
intersection with a line bearing North 75 degrees 07 minutes East from the point of beginning;
thence South 75 degrees 07 minutes West 866.5 feet, more or les4 to point of beginning. Above
mentioned Lakeview Drive and Fern Road being shown on the plat of CARVER BEACH on file
and of record in the office of the Registrar of Titles in and for Carver County Minnesota.
Subject to an easement granted to the Northern Sates Power Company July 22nd, 1941.
Beginning at a point in the center line of Lakeview Drive, distant 20.172 feet on a bearing of
South 22 degrees 21 minutes -40 seconds East frarn the point formed by the intersection of said
Lakeview Drive and Ferry Road as shown on the map entitled.- "Map of Carver Beach; according
to the plot thereof, on rile and of record in the office of the Registrar of Titled for said County of
Carver and state of Minnesota; and running from thence along the Southerly line of Fern Road
on a bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 880 plus or minus
foot to the high water mark of Long Lakes• thence in a Southerly direction along the high water
mark of said Long. Lake 100 plus or minus feet to a point 100 feet at right angles to the first
course, when said course is projected; thence. on a course of South 75 degrees 07 minutes 00
seconds West, a distance of .873 feet plus or minus, to ❑ point in the center line of Lakeview
Drive, distant 121.029 feet in a Northwesterly direction from the intersection of Lakeview Drive
and Fern Road; thence along the center lure of Lakeview Drive on a course of North 22 degrees
21 minutes 40 seconds. West, a distance of 100.857 feet to the point of beginning. Containing
2.03 acres plus or minus
& lM
Beginning at a point in the center line of Lakeview Drive, distant 121.029 feet in a Southeasterly
direction from the intersection of Lakeview Drive and Fern Road, and running from thence on a
bearing of North 75 degrees 07 minutes 00 seconds East, a distance of 873 feet plus or minus to
the high water mark of Long Lake; thence in a Southerly direction along the high water mark of
Long Lake to a paint distant 375 feet at right angles to the first course when said course is
projected; thence on a course of North 89 degrees 31 minutes 29 seconds West, which is also the
division line between Sections 1 and 12 of . Carver County, a distance of 950 feet plus or minus to
❑ paint in the center line of Lakeview Drive Distant 243.518 feet on a bearing of South 22
degrees 21 minutes 40 seconds East from the point foamed by. the intersection of the center line
of Lakeview Drive.. and Fern Road; thence along the center line of Lakeview Drive on a bearing
of North 22 degrees 11 minutes 40 seconds rest, a distance of 122 feet plus or minus to the
paint or place of beginning containing 5.17 acres plus or minus, as shown on a reap entitled
CARVER BEACH, according to the plat thereof on fie and of record in the office of the
Registrar of Titles for said County of Carver and State of Minnesota. Subject to an easement
granted to the Northern States Power Company July 22, 194L
Excepting therefrom. That part of Government Lot 8 in Section 1, Township 116, Range 23,
described as follows. Beginning at. a point in the center line of Lakeview Drive, distant 121.029
feet Southeasterly from the point of intersection of the center line of said Lakeview Drive with
the center line of Fern Road; thence Southeasterly along the center line of sold Lakeview Drive
25 feet; thence North 75 degrees 07 minutes East to the high water mark of Long lake (also
known as Lotus Lake); thence Northerly along the high water mark of said lake 25 feet more or
less, to its intersection with a line bearing North 75 degrees 07 minutes East from the point of
beginning; thence South 75 degrees 07 minutes West 866.5 feet, more or less, to point of
beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of
CARVER BEACH on file and of record in the office of the Registrar of Titles in and for Canner
Coup ty Minnesota. Subject to an easement granted to the Northern States Power Company July
22, 1941.
Also Excepting Therefrom. That part of Government Lot 8 in Section 1, Township 116, Range
23, described as follows. -
Beginning at a point in the center line of Lakeview Drive distant 221.029. feet Southeasterly from
the point of intersection of the center line of said Lakeview Drive with the center line of Fem
Road; thence North 79 degrees 37 minutes East 611 feet, thence North 75 degrees 07 minutes
East 248.5 feet, more or less, to the high water mark of Long Lake (also known as Lotus Lake);
thence Southerly along the high water mark of sod Lake to the South line of said Section 1,
thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1, a
distance of 950 feet, more or less, to a point in the center line of said Lakeview Drive distant
243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed
by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the
center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West, a
distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern
Road being shown on the plat of CARVER BEACH on fife and. of record in the Office of the
Registrar of Titles in and for Carver County, Minnesota. Subject to . an easement granted to the
Northern States Power Company July 22, 1941.
PROJECT N0:
PRELIMINARY PLAT 2—O5—O 190
SHEET NO. 1 OF 12 SHEETS DATE:1OIZIOF)
r
to to ��� l to 40 D m 5D - .�50 100 150
G.
SEP
t s _.� 13AR �� Ex. fill Ex UH-San ` Scale in Feet
V i r.7 A * (J _.. &"=927. 34 -�i R►m 914. 44
Inv---901. 80 In Y- 901. 69
to ,� ra �3 _LU TE ,► BENCHMARK,
\ta c�..H �.t,�DY TOP NUT HYDRANT LOCATED
r *,, N - AT THE I N TER SECTI ON OF FOX
to cj E
HILL DRIVE & CARVER BEACH
to �� t� AN ROAD. ELEVATION = 942.96
D E con c. - 1
-1� fit
1� fit_0 D
�'� 107
Ex. M --- San _- ` _ y
rock
z `-? c c Rim =tia 9
In w9 8.50 re
_E t _ 1
C.
a 0.63�RK & U77LITY � l RD IERT AA�Imfe I \
�-- �- �►. _ -�- EASEMENT 581 FCxHU DRIVE
t. rack - �.`".�.
- � _ � Cf1ANFIAS'SEN, MN �5�i �
r c re
S L- _< cn Ex. J41 San -
fZ
S1IA r C Rim 61.57
_ �- 1 1
In v= 9 a-13 ~„1111111
-
"A
r TA�C� BOAC 317
�► - c� �� 1 Dara e -- - C5 N 55 1
; ; u �' - -� 5.21- � � � � p CAR ,
m
5 'J c� �---•• delineated o
wetland �o
A14.00
1
Ex,MH--San �•• � -- ---� rJ aA � � l 1
R1m= 938- 62CL
Inv=928.57 �" Cz Ex. House20.67
CD S
12.00
❑ � ''' � �
�
- 1 �- .j
1 1 dellneo►ted �. -
Benchmark
05
wetland---...�,� Bshed `
7NH. A
Elev-942.96 -- ' ".�'I RA11V�4 E -- j ,. - �vl - mil• �, ..•�-� �-�
(N. G. V.D. 1929) &UTILITY 1, � ` --
�� EASEMEN T �"► to -
_ 1 _ f �r
ca �" ot
f J ` D\ Ex. MH-IcypS
r . sVP
n 900.47
r �
r
Ck
house
. I-
t l 9• i -
52 00
1 7. �- . d -
6.00
-� -- 1 DRAINAGE- 4--
��N LANC 1 1 11.00 C)IN
i • '� 1 I ! 640 CARVER BEACH R47AD & U77LITY � \ 12. 67 n�
Ex.MIDI- W -- CHATVHASSEN MN 55317 EASEMENT \ 1 � �
Rll1 947. 6 �� -� Ex-MH-San ■ 2w .
I -A L _j
Ij i R►m 9D4.05
ex. bit. dO�Y �
Inv-898.47
A::= -13.2� HOUSETYPE B
AA
LL 942. D L 946. � ] � � �
PA[1L EIDSNESS
t 630 CARVER BEACH CAD �
CHANJYASSEN, MN 17
-wood �►
Ex -San--- San - o�`- Ara e • ret•-- �+a!!s deck
vr-t i�i v 1z 9 9
p
Rlm=927.59
Inv= 916.47 ,�
��--r %..o r i -��OND ••� EA ENT 000 house
� � o�y �. rock
v �-- -j { s ret walls
2 ,. �"t
Ex.MH---Son �.._..
Rfn�=935.�4 �
In v=-927.17 -rack ref -wall
o�
MA T7HEW T. & � 50.00
AP
•...� BRA4:4 Rica
!
'4 1 UT!'LlTY -�SS SS
... roc Wad LISA A. KDEPPEN v
�, k ret-- _
ex. gran w d ��uFe� .. 1 .Ex.A&--San io
Exis P wrr Ring = 906.16 `+
1 8/01 /06 D.M.S. REVISED GRADING & STORM SEWER
2�
16 06
M.L.H.
REVISED EASEMENTS & STORM SEWER
3
1 30 07
M.L-H.
HOUSE LOCATION
4
3 8 07
M.L.H.
REVISED LOT LAYOUT
5.
5/1/0 7
M.L.H.
REVISED PER CITY REVIEW
NO,
DATE
BY
DESCRIPTION
REVISIONS
fl r r +/ i/ 1• - L / ! r I 1 1 l - !
-� _._Ex.MH-San y C../ �./ \ a t.� l J e L. _ � � L t om► � � L _ �.r r �
3�i� t
(V , .�. R►n•r -- 922. 51 `1r-
�' NW Inv= 913.80 ! j
.�
�NS.In v=--913. 71
15"FE- -f CURTIS W do CHRISTOPHER S. .
ROBERT C. HuiBREGTSE RICHARD A
�
In ■--'922,9D NOELLE ■.a SWFJVSON & SHARIE L, CHARLSON & BETSY A. S*DLUNl3 & LISP[ K. .SHEA
T
RIRI
TRICtfARD MCORRA_L....
f. --�n I A IA r
r- •-r A Try
POND
edge of pond `
...'--Ex. 15"CMP
N.In v=-917.95 t
S.In v=917- 44
Ex. 30'"RCP-----•�
W In ►--917: 98 --.
E-Inv=917.03-'
-�•.. -��r-w=.�.._,, Ex. 30 FRCP
W.Inv-916.41
�I A
r f� `J \ E.Inv=915.92
R►m =923.14 r� f j � 1 *4 e - .�.
A � I ! -----_... Ex.14lH--Sun
Rim=920.94
IA LJLJI Inv--908.29
DESIGNED DRAWN
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
Web She:
P•E.O M.L.H.
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
www.offoaww!aW.com
AND THAT I AM A DULL LICENSED PROFESSIONAL ENGINEER
CHECKED
.UNDER THE LAWS. OF THE STATE OF M I N N ESOTA.
g West Division St
Boo, AfN 55313
P. E.O.
SSOCIATES Ph: (763)W24727
Paul E. Otto
Fax (763)682-35Z2
LICENSE # 40062 DATE: -
Engineers and Land Surveyors, Inc.
„of I I--- VLL. , .
LOTUS WOODS
BOB AMICK
CHANHASSEN, MN
Ex.MH---San
j Rim=923.60
v=gag&
Rim= 922.31
HOUSE TYPE C
NOTES:
1. ALL WATERMAIN SHALL BE INSTALLED WITH DUCTILE
IRON FITTINGS. FITTINGS SHALL BE
POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE
WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL
BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE
SHALL BE TERMINATED AT ALL HYDRANT BREAK
OFF FLANGES.
2. ALL 8" PVC SANITARY SEWER SHALL BE
SDR 35 UNLESS OTHERWISE NOTED.
3. ALL HYDRANT LEADS SHALL BE 6" DIP.. CLASS 52.
4. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS
AS NECESSARY WHERE WM HAS BEEN LOWERED TO
AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS
SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST.
PROJECTNO:
PRELIMINARY UTILITY PLAN 2-O5-O 190
SHEET No. 2 OF 12 SHEETS DATE:
10/2/06
r � - (P 40
3 r ET
toga _� J AMTER
..�
LU
AN
X
. cone.
C3 f ti
i ILO
► L
y D rack-r•'
NA - � .
c,k ..�. tO Q1 ret-- wall
jb
cE to
,a r 000, .
3. M rn,- , A
C.
STEVEN$� a 1 i, rock _...�=
o ret -`Wall
ASH' . e 9 - _
6SOON`VR 0
Ir -,,A
(4
0i
'Volga -W4 60 .. - _ 11,11,11 00 Garage
di
� r
014
L� �-
• 3
delineated ,.,.
Benchmark ,'••� '�.- �,' ....,.. wetland---•-.l shed
TNhI �' 5, 05c0 '� � (REMO E)
d/ .
(N.G. V.D. 1929)
e- e--.-�utlot
�--.
11
-0
41. 0ul
-, •
ol r7 rT"I
1 ex, obit. d w
LL--- 942. 0 tL=946-,0 r"
=939
garage
rlk A 01 .r-� '
%..Of/n I \ V
C.
Olt%
4
POND
�' '•--r r
RIO
•
wsl
WO Q D &llll
�....
ex. graKi/�A/ MENEM
Ii V e..r �t -� Ex. CB
rl`lll` A /N' I n
+ ■ F V :9
qy ' 1
LO
15'FE�---�•• CUR 77S W & GJ�RIS �GPI�fER � � RI CHARD A.
ROBERT c. HUIBREGTSE
In v= g22. 90 NGELLE W SWNSON & SHARIE L. CHARLSON & BE7SY A. S WEDLUND LISA K. SHE`A
T ���1 r-
RIG�AI4D Ill. GORRA
r% '�� /011 A /A I
% i vrrI V
r"E A -r-r-S
PaVD
edge of pond �'
�x.15"C./�/ }Mgyp
�JJ
� T.I ,�jit -V ■ / i 95
S.Inv-`91Z44 1 v
edge or.;:::
■►IfII-v`l. 1 r
Scale in Feet
2525'
14' to Back 14' to Back
— Wear Course to be 1/2"--)
Above Edge of Gutter
1 1 1 3.0%
PL
ale
2.0
UT-0 gAur is3i I
TfA N ANU',3—, I
S tV�R 0
tj
A650 14AjRw
1
~— dellneated 4" Topsail, Seed
1.5 1
1 1/2"—Plant Mixed Bituminous Wearing Course
wetland & Mulch or Sod.
Type #41 WEA50055B
. Surmountable
Concrete Curb
Tack Coat — 2357
2"--Plant Mixed Bituminous Base Course
Type #31BBB50000B
12*--Class 5 Aggregate lase, 100% gushed
o
• 1
24 MNDOT 3149.28 select
Granular Borrow See Note 7
QD
wdllb
1.
Right--of--Way Required -�- 50C:0.
o
�
2.
3.
0
Maximum street grade 7.0%.
Minimum street grade 0.757.
4.
5.
4.4 Topsoil placed in disturbed areas.
2 Rolls sod behind curb.
5.
The bituminous wearing surface shall be the
placed next construction
season following placement of the bituminous base.
7.
A test roll of the prepared subgrade shall be performed by the owner
in the of a city inspector. The city has the authorityto require
uire
Presence
Cl -l.�
additionalsubgrade correction or to reduce the requirement of 24 MNDOT
Select Granular Barrow to f 2 based on the test roll.
a a
"z ._ TYPICAL RESIDENTIAL STREET SEC.TIQbL52901
630 CAR BEACH ROAD \ `�
CHANHASSEN, MN 55317
deck r �
> rock
ret—walls
A.
OEPPEN
EX c6
Rim =922. 31
Ex. 30"RCP ----.•� � �
W.In v=-917.9S
E.In v=-91 Z cJ '
Ex. JO"RCP
ocs ,._._....� � 1 1 roN E.In v= 915.9,E
Rim=92J.1� � �'
r� y
rl
Lj
1 9 1B D6 M.L.H. REVISED EASEMENTS & STORM SEWER DESIGNED DRAVM I HEREBY CERTIFY THAT. THIS PLAN, SPECIFICATION, OR REPORT Web Site; PROJECT NO.
3O C�7 M.L.H. HOUSE LOCATION WAS PREPARED BY ME DR UNDER MY DIRECT SPERVISI{�N www.ott�asslatee.cer
P.E.0 M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
3 3 S O7 M.L.H, REVISED LOT LAYOUT UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division
Z=05�0 190
4 5 1 07 M.L.H. REMISED PER CITY REVIEW CHECKED Buffalo, 015013 BOB AMICK
HIS. DATE BY DESCRIPTIONP. E. �. ss�cr���� Ph: (1`83�8�72T
Paul E. Otto Fm (T63)682-3522 DATE.
REVISIONS LICENSE # 40062 DA
Engineers and Land 5urv+eyafrs, fncR CHANHASSEN, MN SHEET NO,OF SHEETS10/2/06.
LOTUS
R � _' y �� DETAIL A
�� �a � Q 50 0 50 100 150
i I i 1111 1111 I;c I V)
� . � '�1 o
f� o v CN.
C,
C4 . s
1b
���° r `-
4-/
.. ex. lt. d i ex. gravel �j z +
2, W
PI Sta
D = 19 6 31cn
-4
R 225.00 -
CV
�..� . a�� L -- 76.35 I Sta = 3+28. ,'
1 +43. 5 0� = 15 58 22
1 • i E -J.-4 I to 2+ + � _ %-
32 r4 5 ❑ - 16 55 08
= O7'01 * - 345.00
225.00 � � po
,�-1,► 6
► � L 66.44 = 27.5 e\ SO
--- c, PROPERTY
J2,12 3+00
❑ 2+
(k5
_ - --10
M 1+0 0- c
j% , rI - , 1
.. �`.
j21V 1' l
�i
1209 L�
1
,dw � 1�
-....._ � fix. bit cn
:z .j
.r
J Crr -L .,
to
.�� w + ,-
..
11 0
❑ f� -. J
".00
SEE DETAIL AL; I
�
320
j2 0z .4?-- .,
•-
t V
go
05
SCALES. r ..�.--- ...
, `°-- X
1 - -50 --140R-�. r 1 Cl
iLLLJ�i�--fL112�-�- ,---�rLJL�J� �---- '�
II
...M.I...-20CM-
. I I �� I/ ::::::: cam II.
II.
:II.
:�:N� _ W 1 � I:::::::j:::::::j::.II
: .II
::I
980 :: I:::::: T O� 1 0T::�Y O � ::D:�. L..j\ I .F :::I:::::::I::::::: :�-n'::� �::::: I:::::::la:i:m �:I:::::::I:::::::I:::::::I:::::::I:::::::II
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iCt:) I.
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.... ....... .......
............ I ....... ....... .... .. I -------
........... 11 111 lllllllliilllllllllll ... * .......................... I I I I
... ...... I ---------- ....... V?I STA 4+F5, DO
co . POL .0 co I . I . I . . I . I I I I I I I I I I _T_ I 1 9 1 1 1 1 . I . . I . I I . . I I I I I I I I I I I . I I . I I . . I I
� ....IIIIIIIIII
... � ... � � , o m- - : o °i:::::: ::::::: ::::::: ::::::: ::::::: � ::::::: � :::::: Vfl'I: ELEV :_: 94Q.05 :::: I ::::::: � . .. ...... �F': ilk." f2CP ;p : ' ..... " :::: j ::::::: j
.......
-r---BSI-L 1970 -o o-_- i ...... ...... ...... ...... ....... ...... ...... ...... .... ... two'18'-R�'P � 9.49�---f'ro °':::Q W. :: :� ::VPI: ST � �:1:+b0.U0r:: :: 'o :: :: -�--:: -:-r-- -�- :°�:: -�--:: r :: -:; ::: �----r----� :: MN: i °r ....... i . -..--r..--..--.�
�: � e :�:::t~ii w:::::: � :::VPI: ElE := 95i.84 I o ^...... I :.....: I ::o m:: I :.....: I :.....: I :.....: ..� .... I ::::::: I :.. mrn � ::::::: I ::::::: I ::::::: I ::: " :::
0
tn.w.Iu.. I....... � I:::::: + m I:::::::I::� "'•::I:::::::I:::::::I:::::::::::::: T:::::::I::::::: I:::!�.:n::l:::::::1:::::::1:::::::1::::.?e"IRC?:FfS::I
c� t�:..... L 2D .b0::::: a ....... h �.. ....... ....... >�.. W ASHGUARD
ffi�
`�::: I::::'�:. I::::::. I:::::::I::� I ::::::: ...... I:::::::.......I:::::::I:::z�..l.::: � 1:::::::1:::::
960 I ::::::: I :::::.. �aw w:::� i:::::: I :: E:' :�'� ' :::::I _' _o : I :::::: �� i1 i ::::::: l ::n °':: i ... ..o o..... I ::::::: � ...,.:: I ::::::: I ::: - i ::::::: l ::::::: l :::::: i ::::. &�8 CY.: CL :51
> �� _ . 4 _._ _ -o eq ..... 32 12 w RIP AP..... .
Nil�'- -. . ' ' ......... 6-
"y 4---- W >.. ... " :� M..... ........ ..... RCP- O 0:50%- ..... 7N9 91T5D
o4l, 6 0 - I . I . . . I
DE
.......
....... ..... ....... ....... ....... .. ....... ....... .. ...... g W- - co Cp ....... .......
.... ....... ...... .......950 .... ..... W W M ....... . 0 ...... ...... .......
I: I: I: I : I: I:
I- I
I . I . . . ......
00 1* . I I . I . . I I . I . . I I I I I . I . 0 . I . I . . I . I g;. im . I . I . . I I . . I I . I . . I . I . I I I . . .
::: I " ' :::: � ::::::: � ::::: I PROP!O5E iCENTERI'IN PROFlLE: ' .::::::: � :: .�._ �::: � ' ::: " : " � ' I ::::: I � u�::::: � ::::: I � :::::::
........ EXISTING �ENIERLINE. TIjOME ... .... •� . .. .. - w m .... .
940 ...... ------- I I ...... ....... I . . I . I I lel)
0* 1 1 . . . I I I . I I I . . I . I I I I I . I I . I I
I - - - - -T. --- I- -.- - I I I * * I I
7 7 1 7 7 7. 1 T ....... T ------- I ....... T ....... _T ... ..... ....... I ... . ..... ------- ------- I- .... .......
....... ....... ....... ....... I .....
n: .......
00 1 ------ L B.
... ... ....... ...... E
..... ...... ...
.0 ... ....... ..... ....... I
C4 ...... ------- ------- .......
I & I a .. ....... ....... ....
... ..... ----- --- ....... I ....... I. .... cr) ...
�iij . . I . I . . I ... I I . - - - - - - I I I I I - - I
!930 .......
........... ....... ....... ........ ....... ....... -------
............... 4 1 ............................ .... .............. no 4 ................... ............... .. I. ..... Ir. 1 0 1
4 JF 4- -.4 ........
....... ... ....... ......... ----- --
.... .......
....... ....... ------- ... ........ ....... ------- ------- ....... ....... ....... . ----- ----- ------- -------
....... ... ....... ... ... . ..... I I . , . - =��- ...... I ......
....... ....... ....... ...... ....... ....... ....... ....... ....... ..... .......
JI ......
--- ------- I
....... ....... ....... ...... ....... ....... ......
..... . ..... ....... ....... .... ..... . I
....... ....... ....... ....... . . ..... ....... I ....... io: .. .......
I I-L I I I I I I I I I ILI I I I I I - - I I L_ I - I I I - - L* I I I I - I
_ _920 65 LF �15" _ ��� G....... L ....... j
Y. �CL� 5
:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I::::::I:::::::I:::::::I:::::NNIRCP � i.Ogx: INvg s22.001:::::::1
I:::::::I:::::::I:::::::I:::::::I:::::::f:::::::�:::::::f::::....... ....... ....... ....... ....... ....... I ....... ....... ....... ------- .......
o :::1::::::: 1::* * :::::1::1:::::::t:::::::1:::::::1: :::::1:: I :::::: I:':::Mm1.....::1:::::: � ::1:::::::................ I. ....... I 1
�.................
I �.......�.......�.......I �._.....�.......I:::::::I.......�. :::::j::::::EXY3T: WM:':j:.:::z>�....�;-.... �_.. 1 1 1
------
910 I �--,-- I -----I----- I ---- (-----I----�-' .......
---- I---�--I----- I �---- �-----I-----.. ....' ---- I -----I- -- � I �---' CI�OS$IN6 �--I : __ :a. � :: � :...CROSSING'--�- I .......
----
0 1 I IZ EX�Si sAy. SewE� :: j
T. 7 ....... I ...
r.......7 ....... I - - ..... 7-.......7 ....... � ....... T.......-f ....... I ....... T.......7 ....... � . - T..... -.-( -..- -... I C. : - .. - - - - -i- -..... T.......-1
....... ::
:::::::I:::::::I:::::::I:::::: � I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I:::::::I: :::::I:::::E7(I$T,15"RCP .::::4:1::.:gtSSING....l:::::::1:::::::1
:::::::I::::::uolao:::::a�co:::::ilo,:::::i�le�a:::::y.I,;�:::::Plvi:::::d.Iva:::::ola:::::�ln:::::v�l�,::::::1:::::::1:::::::�: :::::I:::::ST M��iNER'I:::::::I::�:":I':":':I:::::::I:::::::I
::::::: I ::: Cd m�ro ....van .. .. e��ao .PI 00 - - n�o ... N��' ..: "'•Im .:: ��� ' ::. min ..:.mho .... �l�' ' ....: I :..... ' I .::...: I : I : ... CR�SSPIG:::: 1 ::: .. I EXIST. GN. SEWER l ::::::: l : .. - -
9� I Lo
:.. I ::: mlu�Mim . ��,� ..... mCr)lin mcr)l�n mlu� . cr), CD��d.. °�'fa . . vla alp ... .Alami.T . ... � :.....: I :.....: I : � .::...: I ::::::: I ; � ... RO�S7 I � .:::::. �
j.T
-1+00 CM
0+00 1+00 .2+00 ....3+00 4+00 5+00 s+oo---7+nn ------ A4. nn--- --- oM&nn i n.& nin
1
5 1 jL0 M.L.H.
REMISED PER CITY REVIEW
NO.
DATE BY
DESCRIP11ON
REVISIONS
DESIGNED DRAWN
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
N►a gam;
P.E.O M.L.H.
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
www.ottoassociates.com
UNDER THE LAWS OF THE STATE OF MINNESOTA.
9 West Division St
CHECKED
TTo Buffalo, MN55313
BOB AMICK
P.E.O.
Paul E. Otto
ssociarEs pn: (763)6e24727
Fax(T63)682-3522
CHANHASSEN, MN
LICENSE # 40062 DATE.
Engineers and Land Surveyors, Inc.
■.
I - INW_�
�I
NOTES:
1. Crates to be made in (2) PIECES
2. All metal shall be hat--dipped-galvanized
15" RCP_\
11,C STEEL PLATE
\o ►
.DETAIL A -A
Structure Requires (2) -
Piece Crate Per Drawing
g44AIIII
OUTLET
PIPE
15" PVC
#5 SMOOTH E
0 o.c. EA(
8ORIFICE
4" ORIFICE
6�
933.50
INLET
j1j1����////��
PIPE
9 ~ 28.5 �I��jj��jj
-.
w � r
66 LF 15" RCP CONC.
0 6.06 TO MH1 WEIR =-C j
INV - 925.00
1* -"
-�(SEE
'{ DETAIL)
4
NOTES: 48'
1. Standard pipe bedding required on both inlet & outlet pipes.
e-I R _L ,*! t ■
% ., . r A- _ .... ........
Hex Head Stainless
Steel Bolts With
Nuts and Washers
......................
4!
CONCRETE WEIR
DETAIL
928.00
BENCHMARK:
TOP NUT HYDRANT LOCATED
AT THE INTERSECTION OF FOX'
HILL DRIVE & CARVER BEACH
ROAD. ELEVATION = 942.96
�3IIP
- 932.00
---- 931.50
28 LF 15" PVC
Monolithically
Poured Concrete
CITY OF POND OUTLET
CONTROL
CBA��ASS�� STRUCTURE
REVISED: t-00 DAB' 2-97 PLATE N0.` 3109
FILE NAME:393_3109
i
i
� 980
i
i
i
970
i
i
i
� 960
i
i
950
i
i
i
i
i 940
i
i
� 930
i
i
i
� 920
i
i
910
i
i
i
� 900
11+00 12+00 13+00 14+00
PRELIMINARY STREET & PROJECT N0:
STORM SEWER PLAN 2aiiiiii,05iiiiiiiiiiiiiiiiiO 190
SHEET NO. 5 OF 12 SHEETS DATEO 10/2/06
to 40
JL
c,, �; '- � � H G. IU^ �Ems-- 1 � `� ��
FLTM FABRIC , , 14` J T a , � 1 � SAR b`"t�c�
6 MINIMUM DEPTH � �3 � _� \ S j�� � Ex.MH�,SO
st,s p� � �� � � x dim=92734
ca -� C�� � r� � -� , � � 1nv=901.80 l �p /n
1' - z' WASHEDROgC �ilul r� 0i� c� c � -� �`"
to 0-
PfLu
M�N��'�M `�� � c� To T; "' E H�LE �, E_H LE � RA�i� }5.�U�TION
18 MINIMUM CUT OFF BERM 2p C� \c)
:,� �CKI � A Nn �
TO MINIMIZE RUNOFF FROM SITE � PJ q �TJ �AN � � RpN�x
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK � �y "� �� � -� D � �W � � � � � conc. c� f • � � l
TO STOP MUD MIGRATION THROUGH ROCK. � 'vi _a c4 � L7 � � � J ?c � ^ / , � �' �, 0 � O
t CSC -� c0 � cp ! , v �" r � � 1 � vS �`} "' 1
�� Vi -� « t q 1 ExM ;�W.�
SV� 1 -- - '��
ROCK CONSTRUCTION ENTRANCE DETAIL � � L, «t « � �� � ., , � t =50
� ���. � - -___ _ �cQ T� 1 c,�► E ` � � = � vim, ret-CPS a!/ I ' (10
T-936 EO.F.
GRASS SPIUWAY
RETAINING WALL DETAIL
0 D
Recommended Toe -In Method
50 _- _ 100 150
Scale in Fee t
BENCHMARK:
TOP NUT HYDRANT LOCATED
AT THE INTERSECTION OF FOX
HILL DRIVE & CARVER BEACH
ROAD. ELEVATION - 942.96
Set Posts Firmly (Post Shall Be Oak
or green treated)
Fabric per MNDOT 3886,
Fasten With Lath, Nails or
Staples. Color shall be
international Orange
B* Min. Depth
(Z) Dig or Disc Trench @ Lay in Fabric & Backfill
., EROSION CONTROL
FENCE -- TYPE 1
Steel Fence Posts
shall be used to
Support Snow Fence
(Woven Wire may be
Subsituted for Snow
Fence)
Benchmark ■ p - ;47Vnd�."a. i_ + - , ` t K�/
- . ,
+i!%r / 4
na
VVH - : ...14ca+ .t, dj EROSION CONTROL
Ele�94Z,W - b 1
� � � � e� � � � � � FENCE TYPE 2
(N.G., I.D. 1929) d! T1C1TY �. � � � � � � � ,--- �
2��EiAf TSteel Fence Posts
0-f"t", ' sk kn "z
hall be used to
U t A
.r . v Support Snow Fence
-� n • � .a.�-- � � ■ r to
f . .M S co
0 to � Woven Wire may
• - ` �� 0 c% 7, be Subsituted for
• r - �I v- O. 7 � Snow Fence = �•:.•--
h . ■ram
955.25 . n a - j+� _ • -� Two rebara drMm through bale
r -n � 1--� � j �. � � � � -" S�It Fence .. r . , • _ .r� .
�.r 4y ►R � . ��. � r � s
1 �J�• house r a ' `_ .- i .5 to 2. rota the ground.
■ s r am. f.4 .- Bats to be reoemed S below
• - - . • - - r grade.
a
ERQ5lQbl CONTROL 1 arse to be tied w*th a
o 946
p Non -Degradable Material.
5 • ` _ _.FENCE- -- TYPE 3
0 x 92712 SILT FENCE DETAIL
c0
DING N S!QCOMIROLN• GRA A D ERA N�
. � JC�V LA]VG � k
' • l . . 5440 CARVER ACH R
Ex.mH- wm----' O _ a ° A �455EN, 553, E E gi 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
Rlm=947.61 �. . -- Ex.YH San APPROXIMATE WA � j� TE Y ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
`-- 1 Rlm--9a4. a5
- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
"'
Inv=S98. 47
ex. Dit• d �GTO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY 0
� � �..� LOCATE AND PRESERVE ANY AND ALL
1 - 51. D . - a _ .�• 13.E -..
I EOiYAT - - 1 UNDERGROUND UTILITIES.
` [ • ° ....--� -- . 928.93 L 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE
age O A
6'
U lil, H I MPCA NPDES PHASE 11 PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
'I rwo d
/v, A C)t rr--0 r 0 • �► _ CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL
Ex.MH-San �r11 % V Lf-1 o� •- --- �..- - ---- oroye ret walls e ` 1 EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES
Rita-==927.89
1nv-916.47 r_- A r� ► - ._. !TY 1 �� TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS
�� r7 - --- - EA ElllT�` ` 93I.5 OF THIS PERMIT .,. � � � � � � { j .}�" � �� house :� � AND AGREES TO ABIDE BY THEM.
1f r re - ❑ Is
00
r 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY
-,..zC U N LESS OTH ER WVI SE NOTED.
Ex.MH-San
Rim=935.84 --� -- , 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250
Inv=-927. 17 `'� %`�-
9 ` � -.� (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED).
---�-- ,
MA T. FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN
Irr • 1 TY �---.. USA A. X P98 THE AREA I S NOT ACGE
TT VELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN
'� �. _ U7]rL. et- wad r
tr ro � _ r
_.�. -
ex. grvv�% - ,i�r �,. .. -San
4 �. -„� cc ,� - 3.1, 14 DAYS FOR SLOPES 10.1 TO 3: 1. AND 21 DAYS FOR SLOPES FLATTER THAN
Exrs . m �' - gym= 906.16 .
A �t rr 1 butt
- 931. 20 10.1.
vn`i v %�i - -- �- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES PIPING OR
� Ex. MH-San �
r r • 9 _ Rrm Rim= 933 21 �. ' -- Ex.MH-Son OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING
r ." Inv= - •� =:f ex. surrno rr table CCOWNSTRUC77ON Rim- = 938. 9� Ex. MH � ���, CONSTRUCTION.
Ex. CB Inv=-9�3.97 ROCK . �
8 ap� d r 10 cirr.-9 .l & gutter �y� C� 1nv=9.22.88 Rim=933.9s �`
1 _ pp _ - 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN.
N. n v-- 26. �3 � Inv--922.37
x. ` =" San
- • 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION
I r Y nle*)Y1 -� 1 ! rr93.6D
,� low 1 1e C 1 _ .�• v= 9 5 CONTROL
OL DEVICES CE T1
Ex.UH San ...� x, ,� E SUN L SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY
.� ... �x.l H-San Rim=927.1 Rim=92�.31 OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT
■r _ .
�+ � � ,-r � •�_ - Rim= 922. 5T 'i r.- In �91 fi. 8.� BE LIMITED TO THE FOLLOWING:
� I '*�. wl11 W.Irr v=913.89 1 � /C '�'' �'
t 1 a. REMOVE SEDIMENT FROM PONDS AND DITCHES MEN HALF FULL AND UPON
�...
NS.Inir-913.71 Ex. COMPLETION OF CONSTRUCTION. CUR77S W • (WITHIN 72 HOURS)
15 FE CH%'ISTDPI°�fEl' Sr RICHARD A. Rim=92.�.11
ROBERT C. HUIBREGTSE b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD TH
In ► -9 2. 9a �,�� !V CELLS i► S#+�ENSa�II & SHARIE L. CHARLSON & LISA K. SHEA � E
T,� 1 t r E
dC BETSY A. S�L[IIIID RICHARD IllGaRRA HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS]
iR 1 P L-IPRAP " L CL PL c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING
"'� �� r 25' 25'
�i v rr ► v
CONSTRUCTION MAY BE NECESSARY.
���r
r-^-r-,r rr- �. wood 14' to Back 14' to Back d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS
L....f�![....._.
cedars Wear Course to be 1%2 OR SWAL.ES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS
• � � 0�
Above Edge of Gutter �� CLEANED.
PDJIVD � 6%wple 3.vX 2.0% �+ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD
edge o and SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL B
9 R E
REMOVED WITHIN 24 HOURS OF DISCOVERY.
1.5 1 �� .� 4 Topsoil, Seed 1 1/2*-Plant Mixed Bituminous Wearing Course S• THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND
Ex.15 CUP do Mulch or Sod. Type J41 WEA50055B SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY.
� IV.In v=917.95 k Coat 2357
s, Surmountable Tack
-- Plant Mixed Bituminous Base Course 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER,
.lnu=-917.44 � .� � � r v Concrete Curb f r, r ~ t Type 31 BBB50000B PLASTIC FABRIC CONSTRUCTI ON AND DEMOU11ON DEBRIS AND OTHER WASTES MUST
edge of ; �. r- f�-- 12 -Class 5 Aggregate Base, 1 C0 Crushed BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
12 rn �-920r
24 MNDOT 3149.2B Select 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES
� CZ Granular Borrow See Note 7]
Ex.3a RCP •--�_C.WO� MUST BE IN COMPLIANCE WITH MPCA REGULATIONS.
W..Inv=917.98 -- �" 1. Right -of -Way Required -- 5Q'. 12. EXTERNAL WASHING -OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE MI
E. 1nv= 917. 03 -' � "'�., �`'- 9 X � LIMITED
2. Minimum
street grade .75 TO A DEFINED AREA. OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND
3. M�n�rnum street grade D.?5 WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE
4. 4,0" Topsoil placed in disturbed areas.
A MINIMUM OF 200 FEET FROM ANY WETLANDS PONDS OR OTHER WATER BODIES
- •..1, E ., �RGP 5. 2 Rolls sad behind curb. f ,
6. The bituminous nearing surface shall be placed the next construction 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER
DOS--------•-� A `' W.In v= fi� season following placement of the bituminous base.
.I�� r• g P BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/1DOT MIX 150] & MULCH
. �i �� E.Inv=915.9,E 7. A test roll of the re ared su rode shall be rtornned the owner
Rim 923.14 l i P P, bg Pe by , AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST
�� l v -- -_� in the presence of a city inspector. The city has the authority to require ACTIVITIES THAT FORMED THE STOCKPILE.
A l [ �v' E h►115f-5Qn additional subgrade correction or to reduce the requirement of 24" MNDOT
r► I �.
1 � Rim-�-9�0.94 14, WOOD CHIPS MAY BE USED TO STABILIZE SLOPES.
V l � A � � 1 1 � Inv=9a8.�9 Select Granular Borrow to 12 based on the test roll. 15. REMOVE EXISTING RETAINING WALL BEFORE POND GRADING.
T 16. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION.
1
2
8/01/06
9 18 06
U.M.J.
M.L.H.
KtVIStU IiKAUINCi & 5 I UKM StWtK
REVISED GRADING, EASEMENTS &STORM SEWER
DESIGNED DRAWN
P.E.O M.L.H.
CHECKED
P.E.O.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
IICENSE # 40062 D�4TE:
w�S�,
ww►�ottoassoci ates.com
O 9N,"toms;ona
TT BufFa/o,MN55313
ssociarEs Pn`�6)GZ2
��� and LandS�Surveyors, ►R� Fax �����DATE:
,r►� r«0v61 J InLL i x%.. "am-J<w
LOTUS WOODS
BOB AMICK
CHANHASSEN, M N
PRELIMINARY GRADING PLAN
(PRIMARY)
SHEET N0. 6 0F � 2 SHEETS�r10/2/06
PROJECT N0:
2�O5�O190
3
1 30 07
M.L.H.
ADI
GRADING
4
3 8 07
M.L.H.
REVISED LAYOUT, GRADING &STORM SEWER
5
5/1/07
M.L.H.
REVISED PER CITY REVIEW
N0.
DATE
BY
DESCRIPTION
0
a
O �
t t� 50
L1 � , n��J � N 40 �, ` � �
��F % Ex.MN�.Sa
�`D�,c .dim=927.34 �-\ �1
c,s ' t� � r� -r L� , T� ' -� , ' �'' Inv=901.80 � � N
U r" ��s�-�
c� c� �� , L� RtQ1 LE
CKLE Fz
I � A Nn LU
�
tc�, c3 _� t l p AN IcoRc.
titxy
_L� -a �p '� � Ex.M -San :r t �� L � �-- �
is ct� cc� � �� t �' � � `Rim= 68.96�\: , � ,I '' �-- m ��! �roc�x-�` � a
-� ` ;� �� � U� ' E � Inv-- � ! � � �� yet -(a tit al! � � ` � :•
F61� , Ex- WM �-... �� ,'a C � � � ��' 1 _ .•1
�im=9170.63 \: � C "' � �, t° 4+�.% ,W 1 � L �E � l'1 , ROBERT AM! RIVE
� C. � r tN � , ' `• Y of b� � �'r �' - � � ��`roc�c �- �\ �fi � E� � �NANH�SSEN,�MN 55317
� 5��� L A� , mac N � 4� , Ex. -San 9e � c" , ret
SHAR l � gt ` Rim �61.57
D� 40 � �� � .�1 � � �, 1 Inv=9 0.13
� �L � _, u i � n � � � ora � � � 1 �STAN� BEA 5r�317
m� , ' 6i, o x - � � � ,'�' I � � 1 � � 5 r � ` � sg A�N, MN
r- lZ o a �" o� h � � , 0*14r"
wo � 06 ' �, � ' �"' � / �- deAneafed
l � �o � � �� � wetland
Ex.MH-San - ••� cfl n, -952 � \ � � G �976� . 962
Rim ^938.62 y
0 50 100 150
Scale in Feet
BENCHMARK:
TOP NUT HYDRANT LOCATED
AT THE IN TERSECTION OF FOX
HILL DRIVE & CARVER BEACH
ROAD. ELEVATION = 942.96
DENOTES SECONDARY GRADING
Recommended Toe -in Method
Set Posts Firmly (Post Shall Be Oak
or green treated)
Fabric per MNDOT 3886,
Fasten with Lath, Nails or
4 `D� Staples. Color shall be
international Orange
6" Min. Depth
lA Dig or Disc Trench @Lcyin Fabric & Backfill
. EROSION CONTROL
IAAAAAA■AAAA_AA_ .
FENCE - DTE 1
Steel Fence Posts
shall be used to
Support Snow Fence
!n v�-9�8.57 � • � � Ex. House � (Woven Wire may be
0,0 Subsituted for Snow
E. D, F. ■ ` , r ..� ■ Fence)
949.2
0
� � • r .M
• J ■ �� � ABM r
1 ■
dellneat
Benchmark wetland
w
o
EROSION NTROL
' ■
7NH (::o
•t d� L■ FENCE -- TYPE 2
(P
b
. [lTT1JTY a e .
V.D. 1929 ■ �' j o -�
(N.G. � � '-` • � E ETV T � � � ,�- m �` � Steel Fence Posts
- n 1 o - v shall be used to
_. - tlot• Su rt Snow Fence
er cir
u r %\ (Woven Wire may
x ■M S
� � � � 0 ap top� be Subsrtuted for
- 1 ► -99 ■ a "r°� Snore Fence):.•-:.-. ■ L/ • •
�� ■ r
a� agles
[[� - ,. _ - Two rebars drMm through bate
�� � � a� Silt Fence .. -
955.25 '� �J . ■ \ X c, _ + . , Y IN to 20 into the `pund.
j� .- - Bales to be recessed
� 5�`w 5 h vase - � a� � below
G \ o `�' ' ` grade.
r ` -5 ER CON TRO eves are to be tied with a
-
. �.. � � � � �4-6. ■ � . � � �' I►lon-ver�rradab�e Material■
{■C iY+/
-�� � ■ , i._- � .qIIII�N YE ! T i PE .
SILT FENCE DETAIL
92Z 12
-�
27 NIS V1_0
a ■
_ - • • • ,�, g ■ �`' 927.42 x 925. 0 GRADING AN12 EROSION QQNTROL
�. . 9 JCN LONG
• 2 .� . . 640 CARVER CH R
Ex.MH-WM-- i . �, . E E a - 1. THE LOCATIONS OF EXIS11NG UNDERGROUND U11UTIES ARE A �SSEN, 5531 O E SHOWN IN AN
Rim--947. C1 - � � . ■ `�' --- �`x.14�H---San
�, APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
low
V_��. ■
ti - Ri►r►= 9D4. D5
._..
■ LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
e ' bit. d� TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE
00� _ - _
�. OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
r� S�NGY ■ 1� ,5 --- .rat+� . � --- Q � � ,..�• •-13.2 `
UNDERGROUND UTILITIES.
--� - ■
T. age x 928.93 L 'E CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE
� L - � � 9
GL� N MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR: SHALL
o, _ `r"I .'wo d
r, A �I rr-•`3 q -�, A • 9 _ ll CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL
Rlm=ExM1 San 1A v �. o, - - Y - garage ref walls EVENTS OF O.S" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURE
14►m=927,59 � • Df�4 GE-.,; -�-_ � �•ti S
■ .. 1 TY ¢ f
TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS
Inv--91 fi. 47 4 �
Fl -� 2 -�-. E.4 ENT - Q. x 931. 50 house OF THIS PERMIT AND AGREES TO ABIDE BY THEM.
Joe� S � i � � ra k �
�- � � r5 � � �- �
4, 11 # $ ! � • re - a !s 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY
933• � I � = x 941.23 � � � �
H- �..- . • --� _,_„ �, UNLESS OTHERWISE NOTED.
� Ex.MH_ San �..__.•- � � �
c, --
Rlm=935.54 /, �.3 �� 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN DOT SEED MIXTURE 250
Inv=927.17 �-(70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 2 TON ACRE &DISC ANCHORED).
_ R1PRA 9 --�-.�
/ )
�- --•., MA WKT. s FERTILIZER: SHALL BE 24 12 24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN
F- LITY - .._- LISA A. IC 98 THE AREA IS NOT ACTIVELY BEING WORKED IS- 7 DAYS
°.0. tr U7i ti et-w !] FOR SLOPES STEEPER THAN
ex ra tie W sArA� rV V. ■ ■ .
� 9 � � w--��A..� � � 3.1, 14 DAYS FOR SLOPES 1 �3.1 TO 3.1, AND 21 DAYS FOR SLOPES FLATTER THAN
Ex►s t■ WM 1 �..." '�,.. x ca �'q' N '` a a' `� ►rn= 906.1fi ■
�� 93l.2� ha N c, 1 O■ '! ■
,e� A ") i �T R
�2�����i7 ---�� 1 �'� � ��� � Inv--89Z94
yr lI \ w L • --.� ~• - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES PIPING OR
Ex. CB � '�
.� r , ► � Ex.MH-San I
f nv= 7.3
--- ,Ex.11'!Fl-San -� I ...-.. --� _.,, OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING
� r � woe . ` � � ►rn- Rim=933.21 • -�
1 _ =`_::� ex. surmo table Rim =935.92 Ex-MH CONSTRUCTION.
8WM 1 - Ex. CD Inv-923.97 utter In t�922• SB Rim=933.9G --
1��mW93�■ 15 9 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN.
N.ln w-- 25.93 � � � �
In � ...
�'3 � �„�x.-�f�'""San
►� J j f r-rr�23rSD 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION.
--- _ v-9 5
• � L t Y % "/ �..► �. ► ► L _ k I/ L L a 3 L _ t .4 r f Ex. MH an
- fi x. a CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY
�x.11H-San 4 R►rn=927.12 - = OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT
� r � R►rn 922.31
� � � Inv-916.83 BE LIMITED TO THE FOLLOWING:
c. I �,dNW.lnv=913.50 1
1 a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON
�. ep • NS.In v--913.71 Fix. CB CC3MPLETIDN OF CONSTRUCTION.
15 FE- CflJ41STCP1yER S. R1CH�4RD A. G� (WITHIN 72 HOURS)
� R[]BERT C. HUIBREGTSE R►m=922r 11
Inv=922.9Q �el1�CELLE H� S�►EIVSC)11l do S�l�4R1F` L+ CJ'-lr4RLSCIV � L15A K. Sf�EA � b REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE
T, )► 1 r, BE7S}� A. SWEL7L�ND RICHr4Re 1. GCRR�I I HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS)
1 /`i r, r._L. 1PRAP M to c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT
MEN DURING
i v r r ► v � CON ST RUC11ON MAY BE NECESSARY.
r- ;'�A Tr- ,' _V. 10"b*w'o°a` dr ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS
L �. 1 r� 1 L �.
OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS E S
. 12 � CLEANED.
POND(D•�� 8■ THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD
edge of pond 1010W'L SURFACES CLEAN OF SEDIMENT AND MUD, SEDIMENT & MUD SHALL BE
REMOVED WITHIN 24 HOURS OF DISCOVERY.
6 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND
ru Ex.15 CAIP SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70 VEGETATIVE DENSITY.
ce'%� N.ln v=-917.95
- r 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER,
.Inv-- 91Z44 r ► v
PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST
edge of sp ruuce . BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
1 92
Ce ��1 �
11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES
Ex.30'*RDP---.-` ,, MUST BE IN COMPLIANCE 1N11H MPCA REGULATIONS.
W.ln v=-917.95 ''� � 6 o �
- 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUC1ON VEHICLES MUST BE LIMITED
E.lnv--91703 TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONT
AINED AND
el er WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE, WASH AREAS TO BE
A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES.
---� E3 RCP
13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND POND OR OTHER WATER
DOS----------�-- A -,. Hr In v=946,AU
,.� F■ln, .. r BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH
• 9 5.9
R E y 2
►m--923A.14 � �� -- AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST
- �-� Arl �y -.�.-..Ex.MH--San ACTIVITIES THAT FORMED THE STOCKPILE.
11 • -
I Rirn-92D.94 14. WOOD HIPS MAY
V I A r% LjI f l C BE USED TO STABILIZE SLOPES.
Inv=9QS■29 15■ REMOVE EXISTING RETAINING WALL BEFORE POND GRADING.
1 01 06 D.M.S. REVISED GRADING & STORM SEWER
16. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION.
2 2L1 8 08 M.L.H. REVISED GRADING, EASEMENTS & STORM SEINER DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT Web site, PROJECT NO:
1 30 07 M.L.H. GRADING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION wwr ottoawWates com PRELIMINARY GRADINGPLAN
P+E.O M.L.H. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER LOTUS WOODS
4 3 8 07 M.L.H. REVISED LAYOUT, GRADING & STORM SEWER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Dmskn St.
(SECONDARY)
�.5/1/07 M.L.H. REVISED PER CITY REVIElN CHECKED Baia, l�l� 5�3'13 BOB AN� CK
O5�O 190
NO. DATE BY DESCRIPTION P. Es O. ssOCIATEs Fft(763)6824727 .
Paul E. Otto Fax (763)6"22CHANHASSEN,
D Al`E,
-
�H- F sneers Dad Land
aa�e o 1n1�LICENSE # 4U062 DA R9 Y � SHEET NO 7 OF 12 SHEETS 10/2/06
3 I lb. wood
?5 FE 6
In v -9,2,2. 90
klPRA P �, r"Op1e
a-10*'b-wood
\67cedars
12 1;m 4?fv
PCWD (D
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edge of pond 100VIA0
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N.Inv=91 7.95
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Rim 14 - t r y 9T5.9,2
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GRADES, TREE CALCULATIONS & CONSERVATION EASEMENT
2
3 $ O7
M.L.H.
REVISED LOT LAYOUT, GRADES do TREE REMOVAL
3
5 O7
M.L.H.
REVISED PER CITY REVIEW
NO,
DATE
BY
DESCRIPTION
REVISIONS
DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
P.E-0 D.N.A. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
CHECKED
P.E.O.
Pa u I E. Otto
- LICENSE # 40062 DATE: -
Web We,:
www.ottoassociatescom
9 west Division sL
TTO Buffalo, NN 55313
(r)
SSQC�LTFS Ph: (763)6824727
fay (763)682-3522
Engineers and Land Sumeyors, Inm
59 C 59
Soule. 1 " = 500
DENOTES TREES TO BE- REMOVED
DURING SECONDARY CONSTRUCTION
EXISTING
BASE LINE CANOPY
COVERAGE
= 272,164 SF (84%)
MINIMUM
CANOPY COVERAGE
ALLOWED =
177,653 SF (55%)
EXISTING
CANOPY COVERAGE
PRESERVED
(AFTER PRIMARY & SECONDAY CONSTRUCTION) = 1329898 (41,1%)
CANOPY AREA REQUIRED = 44,755 SF X
1.2 = 53,706 SF
REQUIRED
PLANTING (539706
/ 1089) =
50 TREES
LOTUS WOODS
BOB AMICK
CHAN HA S"'SEN, MN
TREE INVENTORY PROJECT Na
(AFTER SECONDARY CONSTRUCTION 2-05-O 190
SHEET NOO �� OF 12 SHEETS i
DAM 10/2/06
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50 6
6 4
03
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4
468
15
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60
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147
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\ 1 14 A \f3 {{49}OUTLrT� \ 161 �0 \Q � � \ 1 ' � � �� � / \\ , III ' 5 �\\� `$^
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1zbuft � .�F930 _ �'�,�--� NNq
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6 mapleO\ 9 � \`��::._ ex. surmountable � \ e�
e'mapfe� o m
\ �, for, &gutter �
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3-10'b. wood
9 \
b'.wood
1nw912.90
maple
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12-1
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ce
EXISTING BASE LINE CANOPY COVERAGE = 272tl 64 SF (84%)
MINIMUM CANOPY COVERAGE REQUIRED = 177,653 SF (55%)
EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 132,898 (41.1%)
CANOPY AREA REQUIRED = 44,755 SF X 1.2 = 53,706 SF
REQUIRED PLANTING (53,706 / 1089) = 50 TREES
Ex. 3D RCP
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L8LOA M.L.H.
REVISED LOT LAYOUT & TREE CALCS.
Z
5 1 O M.L.H.
REVISED PER CITY REVIEW
NO.
DATE BY
DESCRIP11ON
REVISIONS
DESIGNED DRAWN
I HEREBY CERTIFY THAT THIS PLAhI, SPECIFICATION, OR REPORT
Web Site.
P. E.O M.L.H.
WAS PREPARED BY ME OR UNDER MY ..DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER www.ottoassociates.com
CHECKED
UNDER THE LAWS OF THE STATE OF MINNESOTA. .
9 West Division St.
Buffalo, AIN 55313
P. E.O.
Ph: (163)68,477
Paul. E. Otte SSOCIaTES Fax: (763)662-352
LICENSE # 40062 DATE: .. Engineers and Land Surveyors, Inc.
C 50 100 150
Scala: 1 " = 50'
❑ DENOTES PARK SIGN TO BE INSTALLED
SF -SF- DENOTES SILT FENCE
TPF TP DENOTES TREE PRESERVATION FENCE.
DENOTES EXISTING TREES AFTER CONSTRUCTION
DENOTES TREES TO BE PLANTED (50 REQUIRED)
TREE PLANTING & PROJECT N0:
LOTUS WOODS
BOB AMICK SIGNAGE PLAN. 2=05mO 190
......... . . . ..
CHANHASSEN, MN SHEET N0. 12 OF 12 SHEETS DAB. CIO
/Z/OG