1a-1 Summerfield Addition Plat
CITY OF
CHANHASSEN
I City Center Drive, PO Box 147
'hanhassen, Minnesota 55317
Phone 612.937.1900
General Fax 612.937.5739
¡gineering Fax 612.937.9152
blic Sajity Fax 612.934.2524
7tb www.ci.chanIJllSsen.mn.us
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MEMORANDUM
TO:
Scott Botcher, City Manager
FROM:
Bob Generous, Senior Planner
DATE:
October 23, 2000
SUBJ:
Summerfield Addition (PUD #2000-3) Final Plat
PROPOSAL SUMMARY
The developer is requesting final plat approval to subdivide five acres into 10 lots
and right-of-way for Summerfield Drive. The project had previously been known as
Springfield 8th addition, but has been renamed Summerfield Addition since the
project was not part of the original Springfield development. The existing house
would be maintained on one lot. Two lots will be accessed via Lyman Boulevard.
Eight lots will be accessed via a connection of Summerfield Drive.
BACKGROUND
This property was previously used as a small farmstead with chickens and horses. It
was not included as part of the development of the Springfield PUD, but was ghost
platted to show the potential for future development of the site. The city approved
the rezoning of the property to Planned Unit Development - Residential, PUD- R,
and granted preliminary plat approval for the development on September II, 2000.
REVIEW CONDITIONS OF APPROVAL
1. The applicant shall submit a revised landscape plan. Changes to the plan
include an additional 14 trees. The trees must be overstory, deciduous,
2Yz" diameter and no more than 20 percent may be represented by a single
species. The rear yard of each lot must contain a minimum of two (2)
overstory trees.
*This condition shall be revised as follows: The applicant shall submit a
revised landscape plan. Included in the plan shall be location, species and
size of replacements. All replacements must meet minimum size
requirements. The developer shall add four (4) understory and eight (8)
shrubs. Due to the need for permanent screening, the shrubs and
understory trees shall be coniferous species. A minimum of four (4)
Cif¥ of C!Jfl1l!JaSStll. A frowinf community with clean lakes, Quality schoo/J, {/ charmÙw downtown, tlJrivinr businesses. and betlutifùl Mrk.f. A (JT('(1t 11&0' trJ li,!I'. /IInrb. Imd tlld"l
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Scott Botcher
October 23,2000
Page 2
evergreen trees and four (4) shrubs shall be located in the ITont yard of Lot 2,
Block 1, Summerfield Addition. Conifer trees shall average seven (7) feet in
height.
2. Lots less than 15,000 square feet in lot area (Lots 3 and 6 of the northerly
block and Lots 2, 3, and 4 of the southerly block) shall be limited to a two-
car garage.
*This condition still applies.
3. The following setbacks shall apply: Front: 30 feet (Summerfield Drive), 50
feet (Lyman Boulevard); Side: 10 feet; and Rear: 30 feet. Lot coverage is
limited to 25 percent impervious surface. Maximum building height is 3
stories and 40 feet. Uses shall be those permitted in the RSF, Single-Family
Residential District.
*This condition still applies.
4. The developer shall pay full park and trail fees for the nine additional lots
created as part of the development pursuant to City of Chanhassen
ordinance.
*This condition still applies.
5. The developer shall revise the name of the subdivision to differentiate it
ITom the Springfield project.
*This condition has been met.
6. Demolition permits must be obtained before demolishing any existing
structures.
*This condition still applies.
7. Final grading plans and soil reports must be submitted to the Inspections
Division before building permits will be issued.
*This condition still applies.
8. The proposed residential development of 4.55 net developable acres is
responsible for a water quality connection charge of $3,640. If the applicant
demonstrates that ponding provided on site meets the City's water quality
goals, all or a portion of this fee may be waived. The applicant is also
responsible for a water quantity fee of$9,009. These fees are payable to the
Scott Botcher
October 23, 2000
Page 3
City at the time of final plat recording.
*This condition shall be amended as follows: The proposed residential
development of 4.55 net developable acres is responsible for a water quality
connection charge of $3,640. The applicant is also responsible for a water
quantity fee of $9,009. The proposed development enlarges an existing
water quality pond to accommodate storm water ITom 2.07 acres of the
development. This provides the applicant with a credit of $1 ,656. The total
SWMP fee of$10,993 is due payable to the City at the time of final plat
recording.
9. The plans shall be revised to incorporate the following items:
· Show proposed filling and building elevations on Lot 2. The lowest floor
elevation shall be a minimum of 898.5.
· Show proposed house type and garage floor elevations on all lots.
· Show lowest floor and walkout elevation on existing home on Lot I.
· Provide emergency overflow swales along the south line of Lots I and 2
between ponds.
· Provide emergency overflow swale along the rearyards of Lots 1, 2 and 3
and between Lots 3 and 4 out to summerfield Drive.
· Show existing well/s and septic site on property.
· Add erosion control measures silt fence on downstream side of grading
limits, protect existing/proposed catch basins and add rock construction
entrances.
. Add 5-foot wide concrete sidewalk along south side of Summerfield
Drive.
. Removal of existing driveway access.
*This condition has been met.
10. The existing home at 421 Lyman Boulevard shall be connected to
municipal sewer within 30 days after the final plat has been recorded.
*This condition still applies.
11. Only one of the nine unit assessments was levied in conjunction with the
Lake Riley trunk. The remaining eight were deferred. Since the applicant
is creating more lots than previously was assessed, the additional lots will
be subject to city sanitary sewer and water hookup and connection charges
as well as a road connection charge at time of building permit issuance.
The 2000 trunk utility hookup connection charges per lot for sanitary
sewer and water are as follows:
"N
Scott Botcher
October 23, 2000
Page 4
a. $1,000 Sanitary Sewer Hookup
b. $1,694 Watermain Hookup
c. $4,075 Sanitary Sewer Connection
d. $4,075 Watermain Connection
e. $1,814 Street Reconstruction _ Lyman Boulevard
The deferred assessments against the property should be re-spread against
the property and certified to the County at time of final plat recording.
Revise the condition as follows: Only one of the nine unit assessments
was levied in conjunction with the Lake Riley trunk. The remaining eight
were deferred. Since the applicant is now creating ten lots, or one more
lot than was previously assessed, the additional lot will be subject to city
sanitary sewer and water hookup charges as well as a road connection
charge at the time of building permit issuance. Staff recommends that Lot
2, adjacent to Lyman Boulevard, be selected as the lot to be subject to
sanitary sewer and water hookup and road connection charges,
respectively. The 2000 trunk utility hookup charges per lot for sanitary
sewer and water are as follows:
$1,000 Sanitary Sewer Hookup
$1,694 Watermain Hookup
$1,814 Street Reconstruction - Lyman Boulevard
The deferred assessments against the property should be re-spread
over the eight remaining lots and certified to the County at the time
of final plat recording.
12. Staff encourages the applicant's engineer to review previous street grades
proposed for this property and make the necessary corrections to provide
for adequate grade on the sewer to serve the lots via gravity and provide
back to ITont yard drainage over Lots I through 4 of the southerly block.
*This condition has been met.
13. The developer of this site will need to expand the existing storm water
pond located just west of Lot 2, northerly block. Staff will be working
with the applicant's engineer to determine the amount of expansion
necessary to accommodate runoff ITom this development.
*This condition has been met.
Scott Botcher
October 23,2000
Page 5
14. The development's storm sewer system shan be designed in accordance
with the City's Surface Water Management Plan for the City Engineer to
review and approve. Ponding calculations including pre- and post-
development drainage maps for a 10-year and 100-year, 24-hour storm
event will need to be submitted to city staff for review and approval prior
to final plat consideration. Staff is also requiring a detailed storm sewer
analysis ofthe individual storm sewer to determine that there are sufficient
catch basins to accommodate proposed runoff. Drainage and utility
easements win need to be dedicated on the final plat over the storm
drainage system including ponds and emergency overflows. The
minimum easement width shall be 20 feet. Maintenance access to the
pond should also be a consideration in the easement width and location.
*This condition has been met.
15. Additional erosion control fence shan be installed along Lots 5 and 6 at
the grading limits as well as rock construction entrances on Summerfield
Drive. Existing and proposed catch basins outside of the street right-of-
way should also have erosion control measures employed accordingly.
*This condition has been met.
16. The common portion ofthe shared driveway will need to be 20-feet wide
and constructed to a 7 -ton per axle weight design. A cross-access
easement and maintenance agreement will need to be prepared and
recorded by the developer over the lots which access the private driveway.
The minimum driveway width shan be 20 feet within a 30-foot wide
driveway easement.
This condition has been met.
17. An areas disturbed as a result of construction activities shan be
immediately restored with seed and disc-mulched or wood fiber blanket or
sod within two weeks of completion of each activity in accordance with
the City's Best Management Practice Handbook.
*This condition still applies.
18. All utility and street improvements shan be constructed in accordance with
the latest edition ofthe City's Standard Specifications and Detail Plates.
Detailed construction plans and specifications shall be submitted for staff
review and City Council approval. The construction plans and
specifications will need to be submitted a minimum of three weeks prior to
final consideration.
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Scott Botcher
October 23, 2000
Page 6
*This condition has been met.
19. The applicant shall enter into a Development ContractlPUD Agreement
with the City and provide the necessary financial security to guarantee
compliance with the terms of the development contract.
*This condition still applies.
20. The applicant shall apply for and obtain permits ITom the appropriate
regulatory agencies, i.e. Watershed District, Metropolitan Environmental
Service Commission, Minnesota Department of Health, and Minnesota
Pollution Control Agency and comply with their conditions of approval.
*This condition still applies.
21. No berming or landscaping shall be permitted within the City's right-of-
way. A 2% boulevard grade must be maintained along the City's right-of-
way.
*This condition still applies.
22. The applicant shall report to the City Engineer the location of any drain
tiles found during construction and shall relocate or abandon the drain tile
as directed by the City Engineer.
*This condition still applies.
23. Utility and drainage easements over all utilities and storm water ponds
outside of the right-of-way. The minimum easement width over the
utilities shall be 20 feet wide depending on the depth of the utility.
Drainage easements over all ponds and wetlands shall be up to the 100-
year flood level.
*This condition has been met.
24. The applicant shall consult with a wetland expert to verify that there are
no wetlands on site.
*This condition has been met.
Based on a review of the construction plans, staff recommends that the following
conditions be added:
Scott Botcher
October 23, 2000
Page 7
The plans shall be revised to incorporate the following items:
Show the drainage and utility easement over the High Water Level for
Pond I on the grading plan.
Revise the specification book to incorporate the following items:
Under the driveways section on Page 5, add "The common driveway for
Lots 1 and 2, Block 1 shall be a minimum of20 feet wide and built to a 7-
ton design as per City detail plate no. 5200."
Correct the number of the items in the Special Provision section beginning
with Driveways, No. 24 and so on.
Revise the final plat as follows:
Add the drainage and utility easement in Lot 2, Block 1.
Extend the easement line in the southerly portion of the plat to the west
through Lot I, Block 2.
Change the word "Chaska" (which appears twice) to "Chanhassen" in the
City Council signature section.
Show the location of any property irons that were found for the survey.
A minimum 30-foot wide cross-access easement and maintenance agreement will
need to be prepared and recorded by the developer over the Lots 1 and 2, Block 1,
summerfield Addition, which access the private driveway.
LANDSCAPINGffREE PRESERVATION
The developer has submitted a revised landscape plan which includes the minimum
number of trees to be planted. There is also a list of the types of trees that are being
proposed. However, the developer has not designated which trees will be in what
location. Additionally, the subdivision ordinance requires that screening be
provided along collector or arterial roadways (Lyman Boulevard) through either
berming or a mixture ofberrning and landscaping. Since it does not appear that
berming is an option, the developer shall install landscaping. Bufferyard plantings
will be required along the approximately 330' offrontage of Lyman Boulevard.
Assuming a 30' bufferyard, minimum requirements include 3 overstory trees, 6
understory trees and 8 shrubs. By including the existing trees, the applicant only
needs to add four (4) understory and eight (8) shrubs. Due to the need for
permanent screening, the shrubs and understory trees shall be coniferous species.
A minimum offour (4) evergreen trees and four (4) shrubs shall be located in the
front yard of Lot 2, Block 1, Summerfield Addition. Conifer trees shall average
seven (7) feet in height.
,0:
Scott Botcher
October 23, 2000
Page 8
PARKS AND RECREATION
The City of Chanhassen does not desire additional park land in this area. Therefore,
the development shall be required to pay full park and trail fees for the nine
additionailots created as part of the development.
WETLANDS
On September 15,2000, John Anderson ofEnviroData assessed the site for the
presence of wetland. A small wetland basin (less than 2,000 square feet) was
found adjacent to the existing storm water pond. The applicant requested a de
minimis exemption so the storm water pond could be enlarged to handle storm
water ITom a portion of the proposed development. A Certificate of Exemption or
Compliance or No Loss for the excavation of less than 2,000 square feet of
wetlands for construction of a portion of a storm water pond was issued on
October 16, 2000.
Water Oualitv Fees
SURFACE WATER MANAGEMENT PLANT (SWMPl
Because of the impervious surface associated with this development, the water
quality fees for the proposed development are $800/acre, based on single-family
residential development rates. Based on the proposed developed area of 4.55 acres,
the water quality fees associated with this project are $3,640.
Water Ouantitv Fees
The SWMP has established a connection charge for the different land uses based on
an average citywide rate for the installation of water quantity systems. This cost
includes land acquisition, proposed SWMP culverts, open channels and storm water
ponding areas for runoff storage. Single-familyllow density developments have a
connection charge of$1,980 per developable acre. Therefore the applicant will be
responsible for a $9,009 fee.
SWMP Credits
The applicant may be credited for water quality where NURP basins are provided to
treat runoff ITom the site. No credit will be given for temporary pond areas.
The proposed development enlarges an existing water quality pond to accommodate
storm water ITom 2.07 acres of the development in accordance with NURP
standards. This provides the applicant with a credit of $1 ,656.
Scott Botcher
October 23, 2000
Page 9
The total SWMP fee, due payable to the City at the time offmal plat recording, is
$10,993.
GRADING
The Springfield residential subdivision surrounds the subject parcel. The site is
fairly void of trees with the exception of the northeast portion of the property near
the existing homestead on proposed Lot I. The remaining site is fairly rolling and
was used for agricultural purposes in the past. Site grading will be confined to the
southerly portion of the site as shown on the plans. However, Lot 2, north of
summerfield Drive, will require grading in order to develop the house pad and
driveway.
The grading plan addresses drainage from the surrounding parcels. An
emergency overflow swale has been incorporated between Lots 3 and 4 to convey
backyard drainage out to Summerfield Drive. Also, an emergency overflow has
been designed along the southerly property lines of Lots 1 and 2, Block I in case
the pond in the northwesterly corner ofthe property would overfloW. This pond
has been enlarged to accommodate additional storm water runoff ITom the site.
Lyman Boulevard is a collector-type street and, typically, berming is required in
accordance with city codes. However, given the topographic features of the
parcel, berming may not be feasible; therefore, other means such as landscaping
should be considered.
Municipal sewer and water service is available to the parcel from Lyman
Boulevard as well as summerfield Drive. The plans propose to extend sewer and
water along Summerfield Drive to provide utility service to the eight southerly
lots ofthe development. Lots 1 and 2, adjacent to Lyman Boulevard, will be
serviced via existing sewer and water services. However, city as-built plans only
call out a water service for Lot 2. If this is the case, a sewer service will be
extended ITom Lot 1 to service Lot 2. In addition, city records indicate that the
existing house at 421 Lyman Boulevard (Lot 1) is not connected to city sewer or
water. According to city ordinance, homes within 150 feet of a sewer and water
line shall be connected to municipal service within 12 months after the sewer line
is operational. Therefore, it is a recommended condition of approval that the
existing home at 421 Lyman Boulevard be connected to municipal sewer and
water within 30 days after the final plat has been recorded. The developer shall
have any existing well and septic system on Lot I (421 Lyman Boulevard)
abandoned in accordance with State and City requirements.
UTILITIES
Scott Botcher
October 23, 2000
Page 10
The developer will be installing the street and utility improvements for this
project. The developer will be required to enter into a PUDiDevelopment
Contract with the City and provide a financial security in the form of a letter of
credit or cash escrow to guarantee installation of the public improvements and
conditions of final plat approval.
The property was previously assessed for sewer and water connection and hookup
charges along with a road connection charge in conjunction with the Lake
RileylLyman Boulevard Trunk Improvement Project No. 93-26B. However, only
one of the nine unit assessments was levied; the remaining eight were deferred.
Since the applicant is now creating ten lots or one more lot than was previously
assessed, the additional lot will be subject to city sanitary sewer and water hookup
charges as well as a road connection charge at the time of building permit
issuance. Staff recommends that Lot 2, adjacent to Lyman Boulevard, be selected
as the lot to be subject to sanitary sewer and water hookup and road connection
charges, respectively. The 2000 trunk utility hookup charges per lot for sanitary
sewer and water are as follows:
$1,000 Sanitary Sewer Hookup
$1,694 Watermain Hookup
$1,814 Street Reconstruction - Lyman Boulevard
The deferred assessments against the property should be re-spread over the eight
remaining lots and certified to the County at the time of final plat recording.
DRAINAGE
The sitecurrentIy sheet drains in a northerly, northeasterly fashion. The property
drains to two existing storm water ponds created with the Springfield
developments. The developer of this site is proposing to expand the existing
storm water pond located just west of Lot 2.
The site also drains into the pond located east of Lot I in the Springfield
development. This pond will not require further expansion to accommodate
runoffITom the site. According to the grading plan, adjacent neighborhood
drainage patterns are proposed to be maintained with the site development. Storm
water runoff in the rear portions of Lots I through 4 south of Springfield Drive is
proposed to be conveyed via a storm sewer system. The development's storm
sewer system has been designed for a 10-year, 24-hour storm event. Ponding
calculations have previously been reviewed and approved. Drainage and utility
easements will need to be dedicated on the final plat over the storm drainage
system including ponds and drainage swales. The minimum easement width shall
be 20 feet. Maintenance access to the pond should also be a consideration in the
easement width and location.
Scott Botcher
October 23, 2000
Page 11
EROSION CONTROL
The plans propose Type I erosion control fence' which already exists along the
westerly portion ofthe site. Additional erosion control fence has been proposed
along the eastern property line of Lot 6, Block I and Lot 4, Block 2. The
Watershed District has already given permit approval for the project. A NPDES
permit is also required in conjunction with this development.
STREETS
The plans propose to construct Summerfield Drive to complete the gap between
the Springfield developments. The street right-of-way is proposed as 60 feet wide
with a 31-foot wide back-to-back concrete curb and gutter urban street section in
accordance with city standards. Access to Lot 1 is currently via an existing
driveway ITom Lyman Boulevard. The plans propose to relocate the driveway
access from Lot I to the common lot line of Lots 1 and 2 where a shared driveway
will provide street access to both lots from Lyman Boulevard. The new driveway
access will require an existing street light to be relocated along Lyman Blvd. The
old access shall be removed and replaced with B-618 concrete curb and gutter. In
accordance with the city's private driveway ordinance the common portion ofthe
shared driveway will need to be 20 feet wide and constructed to a 7 -ton per axle
weight design. Staff has reviewed the existing driveway locations along Lyman
Boulevard and concurs with the proposed driveway relocation. Lyman Boulevard
is a collector street, as listed in the city's comprehensive plan, and driveway
accesses are prohibited unless there is no other feasible way to access the
property. Staff does not believe that one additional home site accessing from
Lyman Boulevard will adversely affect traffic flow along Lyman Boulevard. A
cross-access easement and maintenance agreement will need to be prepared and
recorded by the developer over the lots which access the private driveway. The
minimum driveway width shall be 20 feet within a 30-foot wide driveway
easement.
On a side note, in conjunction with Springfield 151 Addition located on the easterly
portion of the project, south side of Summerfield Drive, the existing parking stalls
will be removed/relocated by Lundgren Brothers to accommodate the extension of
summerfield Drive. In addition, Lundgren Brothers will also remove the
temporary turnaround located on the west end of the project when this project
commences.
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Scott Botcher
October 23, 2000
Page 12
COMPLIANCE TABLE
Area (sq. ft.) Frontage (ft.) Depth (ft.) Maximum
Impervious
Surface (sq.
ft.)
Code Avg. 15,000, 90 100 3,750/2,750
min. 11,000
Lot 1, Block 1 37,876 176 206 9,469
Lot 2, Block 1 23,860 159 150 5,965
Lot 3, Block 1 14,914 95 186 3,728
Lot 4, Block 1 16,252 90 196 4,063
Lot 5, Block 1 15,738 90 174 3,934
Lot 6, Block 1 11,335 90 136 2,834
Lot 1, Block 2 15,314 91 200 3,828
Lot 2, Block 2 13,503 90 162 3,376
Lot 3, Block 2 13,267 90 152 3,317
Lot 4, Block 2 14,376 90 171 3,594
ljman Blvd. 19,519
Summerfield Dr. 21,793
Total 217,744
Average 17,643
Setbacks: Front: 30 feet (Summerfield Drive), 50 feet (Lyman Boulevard); Side:
10 feet; Rear: 30 feet.
Lot coverage is limited to 25 percent impervious surface.
Maximum building height is 3 stories and 40 feet.
Uses shall be those permitted in the RSF, Single-Family Residential District.
RECOMMENDATION
Staff recommends that the City Council adopt the following motion:
"The City Council grants fmal plat approval ofPUD #2000-3 creating ten lots,
plans prepared by Hansen, Thorp, Pellinen and Olson, Inc., dated received
September 20, 2000, subject to the following conditions:
1. The applicant shall submit a revised landscape plan. Included in the plan
shall be location, species and size of replacements. All replacements must
meet minimum size requirements. The developer shall add four (4)
understory and eight (8) shrubs. Due to the need for permilnent screening,
the shrubs and understory trees shall be coniferous species. A minimum of
four (4) evergreen trees and four (4) shrubs shall be located in the ITont yard
Scott Botcher
October 23,2000
Page 13
of Lot 2, Block I, summerfield Addition. Conifer trees shall average seven
(7) feet in height.
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2. Lots less than 15,000 square feet in lot area (Lots 3 and 6 of the northerly
block and Lots 2, 3, and 4 of the southerly block) shall be limited to a two-
car garage.
3. The following setbacks shall apply: Front: 30 feet (summerfield Drive), 50
feet (Lyman Boulevard); Side: 10 feet; and Rear: 30 feet. Lot coverage is
limited to 25 percent impervious surface. Maximum building height is 3
stories and 40 feet. Uses shall be those permitted in the RSF, Single-Family
Residential District.
4. The developer shall pay full park and trail fees for the nine additional lots
created as part of the development pursuant to City of Chanhassen
ordinance.
5. Demolition permits must be obtained before demolishing any existing
structures.
6. Final grading plans and soil reports must be submitted to the Inspections
Division before building permits will be issued.
7. The proposed residential development of 4.55 net developable acres is
responsible for a water quality connection charge of$3,640. The applicant is
also responsible for a water quantity fee of $9,009. The proposed
development enlarges an existing water quality pond to accommodate storm
water ITom 2.07 acres of the development. This provides the applicant with
a credit of$1,656. The total SWMP fee of $10,993 is due payable to the
City at the time of final plat recording.
8. The existing home at 421 Lyman Boulevard shall be connected to
municipal sewer within 30 days after the final plat has been recorded.
9. Only one of the nine unit assessments was levied in conjunction with the
Lake Riley trunk. The remaining eight were deferred. Since the applicant
is noW creating ten lots, or one more lot than was previously assessed, the
additional lot will be subject to city sanitary sewer and water hookup
charges as well as a road connection charge at the time of building permit
issuance. Staff recommends that Lot 2, adjacent to Lyman Boulevard, be
selected as the lot to be subject to sanitary sewer and water hookup and
road connection charges, respectively. The 2000 trunk utility hookup
charges per lot for sanitary sewer and water are as follows:
Scott Botcher
October 23, 2000
Page 14
a. $1,000 Sanitary Sewer Hookup
b. $1,694 Watermain Hookup
c. $1,814 Street Reconstruction _ Lyman
Boulevard
The deferred assessments against the property should be re-spread over the
eight remaining lots and certified to the County at the time of final plat
recording.
10. All areas disturbed as a result of construction activities shall be
immediately restored with seed and disc-mulched or wood fiber blanket or
sod within two weeks of completion of each activity in accordance with
the City's Best Management Practice Handbook.
II. The applicant shall enter into a Development ContractlPUD Agreement
with the City and provide the necessary financial security to guarantee
compliance with the terms of the development contract.
12. The applicant shall apply for and obtain permits ITom the appropriate
regulatory agencies, i.e. Watershed District, Metropolitan Environmental
Service Commission, Minnesota Department of Health, and Minnesota
Pollution Control Agency and comply with their conditions of approval.
13. No berming or landscaping shall be permitted within the City's right-of-
way. A 2% boulevard grade must be maintained along the City's right-of-
way.
14. The applicant shall report to the City Engineer the location of any drain
tiles found during construction and shall relocate or abandon the drain tile
as directed by the City Engineer.
15. The plans shall be revised to incorporate the following items: Show the
drainage and utility easement over the High Water Level for Pond I on the
grading plan.
16. Revise the specification book to incorporate the following items:
a. Under the driveways section on Page 5, add "The common driveway
for Lots I and 2, Block I shall be a minimum of20 feet wide and built
to a 7-ton design as per City detail plate no. 5200."
b. Correct the number of the items in the Special Provision section
beginning with Driveways, No. 24 and so on.
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Scott Botcher
October 23, 2000
Page 15
17. Revise the final plat as follows:
a. Add the drainage and utility easement in Lot 2, Block I.
b. Extend the easement line in the southerly portion of the plat to the
west through Lot 1, Block 2.
c. Change the word "Chaska" (which appears twice) to "Chanhassen" in
the City Council signature section.
d. Show the location of any property irons that were found for the survey.
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18. A minimum 30-foot wide cross-access easement and maintenance
agreement will need to be prepared and recorded by the developer over the
Lots 1 and 2, Block I, Summerfield Addition, which access the private
driveway."
A IT ACHMENTS
1. Location Map
2. Final Plat
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