1b. Minger Addition Final Platr]
CITY OF 16
CHANHASSEN
690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
(612) 937 -1900 • FAX (612) 937 -5739
TO: Don Ashworth, City Manager
FROM: Bob Generous, Planner H
DATE: August 3, 1994
SUBJ: Minger Addition Final Plat, #93 -25 Subdivision
BACKGROUND
At the August 25, 1994 City Council meeting,
for the Minger Addition to permit the applicar
final plat approval. The City Council could ni
A2, Agricultural Estate, to RSF, Single Family
members required for an ordinance revision.
approve the final plat for the development whi
property.
Actfots 6y Cky Aftm
tndorsec
IModifieJ _
Wecte
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We submitted to commissim
Date Submitted to COM4
,y_
y Council approved a development contract
begin the site grading in anticipation of the
)prove the rezoning of the property from
sidential, due to a lack of 4 council
>equently, the City Council could not
was contingent on the rezoning of the
At the June 13, 1994 meeting, the City Council approved the requests for 93 -25 Subdivision
and 94 -1 Rezoning providing for the preliminary plat on 9.46 acres of land to create 17 single
family lots, rezoning of the property from Agricultural Estate District, A2, to Single - Family
Residential, RSF and a front yard setback variance of ten (10) feet to permit a front yard
setback of 20 feet throughout the development subject to the following conditions:
1. Accept full park
' Minger subdivisi
L l
* This
city ordinance for the
2. Provide a 20 ft. trail easement to the west of Lot 17 for connection to the city park
and construct an 8 ft. wide asphalt trail stub within this easement. The city shall
reimburse the developer for this construction. In addition, design an adequate
landscape buffer between this easement and the home which will be constructed on
Lot 17.
* This was modified in the development contract for the grading of the property
and should be revised as follows: "Warranty deed Outlot A to the city as a
1
n
Don Ashworth
August 3, 1994
Minger Addition Final Plat
Page 2
trail connection to the city park and construct an 8 ft. wide asphalt trail stub
within Outlot A. The city shall reimburse the developer for this construction.
In addition, design an adequate landscape buffer between Outlot A and the
home which will be constructed on Lot 17."
3. Prior to final platting, the applicant will be required to provide a boulevard
landscaping plan for the first 300 feet of the entrance road into the development in
order to replace the existing vegetation that will be removed as part of the road and
utility grading into the site. A Woodland Management Plan shall be developed for
the subdivision prior to the final platting of the property. This plan shall comply with
section 18 -61 (d) (3) of the City Code.
* This condition has been partially met and should be modified as follows: "A
copy of the Woodland Management Plan shall be provided to every lot
purchaser. The Woodland Management Plan shall be complied with in the
development of the site and the individual lots."
4. Incorporate a fifty (50) foot tree conservation area be dedicated along the perimeter of
the plat, except for Lot 7 where a thirty (30) foot easement will be required and Lot 8
along the easterly property line where a forty (40) foot easement will be required.
Within this area only selective thinning to promote the health and survivability of trees
will be permitted or such other clearing or preventative care measures as delineated in
the woodland management plan. Additionally, this area, especially along the northern
border of the plat could be used as a forestation or replacement area for trees.
Thinning, forestation, and tree replacement are conditioned on the development of a
Woodland Management Plan by a forestry professional that would address these
issues. The following tree conservation easements would also be dedicated as part of
the plat: a fifty (50) foot easement along the rear lot lines of Lots 10, 11, and 15: a
forty (40) foot easement along the easterly property line of Lot 14; an easement over
the southern 115 feet of Lot 13; and an eighty (80) foot easement along the east lot
line of Lot 16. No construction activity of any kind will be permitted within these
easements except the drainage tile installation in the rear yards of Lots 10 and 11, the
removal of the existing driveway in Lots 1, 2, and 3, and the placement of small
sheds, storage structures, or play equipment under guidelines incorporated in the
Woodland Management Plan. The applicant shall work with staff on the adjustment of
easements and house pads on individual lots to save additional trees.
* This condition has been met.
The applicant shall include runoff from the cemetery in the proposed pond design and
construction.
Don Ashworth
August 3, 1994
Minger Addition Final Plat
Page 3
A
7.
* This condition has been met.
Remove the applicant's existing private driveway once the street is paved with the first
lift of asphalt.
This condition still applies.
Provide water quantity /quality ponding according to SWMP requirements.
This condition still applies.
The applicant shall employ the use of retaining walls to save the 34 -inch oak and 28-
inch oak on Lot 1, Block 1.
* This condition still applies.
9. Submit proposed street names to the Public Safety Department, Inspections Division,
for review prior to final plat approval. The plat must be revised to include the
approved names after their review and approval. The existing homes will be required
to change their addresses consistent with the new street names and numbering system
This condition has been partially met and should be modified as follows: "The
existing homes will be required to change their addresses consistent with the
new street names and numbering system."
10. Compliance with the terms and conditions contained in the memorandum from Bill
Weckman, Assistant Carver County Engineer to Robert Generous, Planner II, dated
4/25/94.
* This condition is still applicable.
11. Detailed construction drawings and specifications for the public improvements will be
required for submittal with final plat approval. All street and utility construction shall
be in accordance to the City's latest edition of standard specifications and detail plates.
Final construction drawings are subject to staff review and formal City Council
approval.
* This condition has been met.
Don Ashworth
August 3, 1994
' Minger Addition Final Plat
Page 4
' 12. Prior to the city signing the final plat, the applicant will be required to enter into a
development contract with the City and provide the necessary financial security to
guarantee installation of the public improvements and conditions of approval.
' * This condition is still applicable.
' 13. The Minger's house shall be connected to sanitary sewer within 30 days after the line
becomes operational. The Dempsey's house will have to connect to sanitary sewer
within 12 months after connection becomes available. The homes may utilize their
existing wells until they fail, then the parcels must connect to city water. The existing
septic systems shall be abandoned per state and/or local codes.
' * This condition is still applicable.
14. The applicant shall apply and obtain all the necessary permits of the regulatory
' agencies such as MPCA, health department, watershed district, DNR and Carver
County Highway Department.
I * This condition is still applicable.
15. The developer shall report to the City Engineer the location of any drain tiles found
' during construction.
' * This condition is still applicable.
16. The applicant shall submit storm drainage and ponding calculations verifying the pipe
' sizing and pond volumes. Storm sewers shall be designed and constructed to handle
10 -year storm events. Detention ponds shall be constructed to NURP standards as
well as maintain the surface water discharge rate from the subdivision at the
1 predeveloped runoff rate for a 100 -year, 24 -hour storm event. Drainage plans shall be
consistent with the City of Chanhassen's Best Management Practices Handbook.
' * This condition is still applicable.
17. A 10 foot clear space must be maintained around fire hydrants so as to avoid injury to
' fire fighters and to be easily recognizable, i.e. NSP transformers, street lighting, cable
boxes, landscaping.
' * This condition is still applicable.
t
Don Ashworth
August 3, 1994
Minger Addition Final Plat '
Page 5
18. The developer and/or property owners shall waive any and all procedural or ,
substantive objections to the special assessments including, but not limited to, hearing
requirements and any claims that the assessment exceeds the benefit to the property.
* This condition is still applicable.
19. Depending on the storm ponding calculations, if the development is not meeting the '
City SWMP for water quantity, then the applicant will be required to contribute into
the City's SWMP program. The proposed rate per acre for single family is
$1,980 /acre excluding wetlands. '
* This condition is applicable with the following modifications: " The applicant
shall provide the City with security for the stormwater quantity fees in the
amount of $18,731.00. The applicant will be required to escrow with the City
by letter of credit or cash escrow the water quantity fees until such time as the
City Council formally adopts the Surface Water Management Plan. If the ,
amount of the assessment changes, the applicant's account would be changed
accordingly. Upon approval of the Surface Water Management Plan, these fees
shall become due." ,
20. Applicant shall shift the westerly cul -de -sac ten to fifteen feet east at the intersection
to move the roadway away from the existing house. I
* This condition has been met. '
21. The westerly cul -de -sac will be built to city standards with the future development of
the abutting property to the west. All expenses related to the future construction of '
the westerly cul -de -sac shall be borne by the development on the west side of the cul-
de -sac.
This condition is still applicable, however, it should be modified as follows to t
more specifically address the city's concerns: "The most westerly cul -de -sac
adjacent to the Dempsey property will be a temporary private street until the '
Dempsey property develops further. At that time, Benwood Circle shall be
improved with a 31 -foot wide urban city street section and storm sewer
improvements as shown on the approved construction plans for Minger
Addition dated June 5, 1994, revised July 25, 1994. The streets and storm
sewer improvements shall be installed at the sole expense of whomever
develops the Dempsey property." 1
r
Don Ashworth
August 3, 1994
Minger Addition Final Plat
' Page 6
FINAL PLAT
' The applicant has submitted detailed construction plans and specifications for staff review and
PP P P�
' City Council approval as part of the development contract which was approved on July 25,
1994. Staff reviewed the construction plans and specifications and found them in general
conformance with the City standards.
' The proposed subdivision creates 17 lots and 2 oudots. The average lot size is 19,842 square
feet or approximately 0.45 acres. Lot sizes range from 15,000 square feet to 37,480 square
' feet in area. All of the lots comply with the minimum requirements for a single - family
subdivision in the RSF zoning district. Oudot A is proposed for dedication to the City for
public trail purposes to connect to the park site located south of the development. Outlot B
' provides a buffer strip for the existing home located outside the plat to the southeast (the
Dempsey property).
' The applicant has prepared a Woodland Management Plan that provides guidelines for the
protection of trees as part of the development process and post development care. The
applicant is dedicated 3.08 of land as part of the tree conservation area. City code requires a
minimum of 55 percent post development canopy coverage for this development. This
amounts to 5.2 acres of canopy coverage. The applicant estimates that they will maintain a
minimum of 56 percent canopy coverage. Through the use of the Woodland Management
' Plan, additional canopy coverage will be able to be saved.
RECOMMENDATION
Staff recommends that the City Council approve the requests for 93 -25 Subdivision and 94 -1
Rezoning (second and final reading) providing for the final plat on 9.46 acres of land to
' create 17 single family lots and 2 Outlots, rezoning of the property from Agricultural Estate
District, A2, to Single - Family Residential, RSF and a front yard setback variance of ten (10)
' feet to permit a front yard setback of 20 feet throughout the development as shown on the
final plat dated June 28, 1994 and subject to the following conditions (conditions in bold were
added as part of the development contract permitting the initial site grading):
1. Accept full park and trail dedication fees as prescribed by city ordinance for the
Minger subdivision in lieu of land acquisition.
' 2. Warranty deed Outlot A to the city as a trail connection to the city park and construct
an 8 ft. wide asphalt trail stub within Outlot A. The city shall reimburse the developer
' for this construction. In addition, design an adequate landscape buffer between Outlot
A and the home which will be constructed on Lot 17.
Don Ashworth
August 3, 1994
Minger Addition Final Plat
Page 7
3. A copy of the Woodland Management Plan shall be provided to every lot purchaser. '
The Woodland Management Plan shall be complied with in the development of the
site and the individual lots.
4. Remove the applicant's existing private driveway once the street is paved with the first '
lift of asphalt.
5. Provide water quantity/quality ponding according to SWOP requirements. '
6. The applicant shall employ the use of retaining walls to save the 34 -inch oak and 28- ,
inch oak on Lot 1, Block 1.
7. The existing homes will be required to change their addresses consistent with the new I
street names and numbering system.
8. Compliance with the terms and conditions contained in the memorandum from Bill ,
Weckman, Assistant Carver County Engineer to Robert Generous, Planner II, dated
4/25/94.
9. Prior to the city signing si nin the final plat, the applicant will be required to enter into a
development contract with the City and provide the necessary financial security to
guarantee installation of the public improvements and conditions of approval.
10. The Minger's house shall be connected to sanitary sewer within 30 days after the line
becomes operational. The Dempsey's house will have to connect to sanitary sewer '
within 12 months after connection becomes available. The homes may utilize their
existing wells until they fail, then the parcels must connect to city water. The existing ,
septic systems shall be abandoned per state and/or local codes.
11. The applicant shall apply and obtain all the necessary permits of the regulatory ,
agencies such as MPCA, health department, watershed district, DNR and Carver
County Highway Department.
12. The developer shall report to the City Engineer the location of any drain tiles found '
during construction.
13. The applicant shall submit storm drainage and ponding calculations verifying the pipe r
sizing and pond volumes. Storm sewers shall be designed and constructed to handle
10 -year storm events. Detention ponds shall be constructed to NURP standards as ,
well as maintain the surface water discharge rate from the subdivision at the
Don Ashworth
August 3, 1994
' Minger Addition Final Plat
Page 8
predeveloped runoff rate for a 100 -year, 24 -hour storm event. Drainage plans shall be
consistent with the City of Chanhassen's Best Management Practices Handbook.
14. A 10 foot clear space must be maintained around fire hydrants so as to avoid injury to
fire fighters and to be easily recognizable, i.e. NSP transformers, street lighting, cable
boxes, landscaping.
' 15. The developer and/or property owners shall waive any and all procedural or
substantive objections to the special assessments including, but not limited to, hearing
requirements and any claims that the assessment exceeds the benefit to the property.
16. The applicant shall provide the City with security for the stormwater quantity fees in
' the amount of $18,731.00. The applicant will be required to escrow with the City by
letter of credit or cash escrow the water quantity fees until such time as the City
Council formally adopts the Surface Water Management Plan. If the amount of the
' assessment changes, the applicant's account would be changed accordingly. Upon
approval of the Surface Water Management Plan, these fees shall become due.
17. The most westerly cul -de -sac adjacent to the Dempsey Property will be a temporary
private street until the Dempsey property develops further. At that time, Benwood
' Circle shall be improved with a 31 -foot wide urban city street section and storm sewer
improvements as shown on the approved construction plans for Minger Addition dated
June 5, 1994, revised July 25, 1994. The streets and storm sewer improvements shall
' be installed at the sole expense of whomever develops the Dempsey property.
18. Final plat shall include a 10 -foot wide drainage and utility easement along the
' south, east and north property lines. The plat currently proposes a 5 -foot wide
easement only.
' 19. Property owners of Lots 14, 15 16 and 17, Block 1, Minger Addition, shall be
responsible for the maintenance of Benwood Circle including but not limited to
snow plowing until Benwood Circle is fully upgraded to an urban city street. A
' sign shall be installed at the beginning of the driveway indicating that this is a
private driveway and will be upgraded in the future.
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20. The applicant shall provide a drainage and utility easement for the stormwater
pond proposed on the Dempsey parcel and a drainage and utility easement a
minimum of 20 -feet wide over the Schmidt parcel directly south of the
stormwater retention pond prior to the final plat being recorded.
Don Ashworth
August 3, 1994
Minger Addition Final Plat
Page 9
21. Upon completion, the developer shall dedicate to the City, the utility and street
improvements constructed with the public right -of -way and drainage and utility
easements for permanent ownership.
Attachments
1. Woodland Management Plan
2. Memorandum From Bill Weckman to Robert Generous dated 4/25/94
3. Memorandum from Dave Hempel to Charles Folch dated 7/15/94
4. Minger Addition Final Plat dated June 28, 1994
J
1
WOODLAND PRESERVATION AND MANAGEMENT PLAN
P repared for:
Ringer Construction
8221 Galpin Boulevard
Chanhassen MN 55317
F,
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P re p ared by:
David Swanson
Se nior Horticulturist
S & S Tree Specialists, Inc.
6214 East Concord Boulevard
Inver Grove Heights MN 55076
451 -8907
l�
Trees can be damaged or killed by a wide variety of construction
activities. Some practices lead to obvious injuries such as
'
broken branches or torn bark. Open wounds of this type deplete a
plant's energy resources and provide entry points for insects, or
for diseases such as oak wilt.
The worst damage, however, often remains hidden underground.
Roots are one of the most vital parts of a tree. They are
responsible for nutrient and water uptake, store energy, and
'
anchor the plant. Because they are so .important, it is critical
that you protect roots that lie in the path of construction.
Trees are never the same shape below ground as they are above, so
'
it is difficult to predict the length or location of their roots.
However, we know that approximately 99 percent of a tree's root
system is in the top three feet of soil, and more than half is in
'
the top one foot. The part of this root system in which
construction damage should be avoided is called the Protected
Root Zone (PRZ).
'
One common method used to identify the PRZ is to define it as the
,, dripline l l - the area directly below the branches of the tree.
However, many roots extend beyond the longest branches a distance
,
equal to two or more times the height of the tree. For this
reason you should protect as much of the area beyond the dripline
as possible.
Unfortunately, on most sites space is limited and this rule must
be bent. Just how close an activity can come without seriously '
threatening the survival of a tree depends upon the species, the
extent of damage, and the plant's health. Some healthy trees can
survive after losing 50 percent of their roots. However, other
species are extremely sensitive to root cutting, even outside the
dripline.
When dealing with trees that have been growing in the forest or '
that naturally have a narrow growth habit, an approach called the
"critical root radius" is more accurate than the dripline method
for determining the PRZ. This is particularly true for columnar '
trees and for those where competition has reduce the canopy
spread. To calculate critical root radius, estimate the tree's
height and multiply by 40 percent (0.40). The result is the '
approximate distance from the tree trunk in which a critical
amount of the tree's roots may be found. Whenever possible,
isolate this area from construction disturbance and treat it as
the PRZ.
i
PRIOR TO CONSTRUCTION
It is the desire of Minger Construction, as the land developer,
to comply with all existing city ordinances and codes pertaining
to tree preservation. Also it is their desire to be good
stewards of the environment by replacing what must be removed,
and to establish a neighborhood that will be aesthetically
pleasing to it's residents and surrounding developments.
1. Mark the construction zone boundaries.
obtain a complete set of site development plants, including the
proposed location of buildings, driveways, sidewalks, and utility
lines. Mark areas where heavy equipment will be used, where soil
will be permanently added or removed and to what depth, and where
' fill and building materials will be temporarily stockpiled. Mark
the boundaries of construction activities on the site.
2. .inventory trees on the site.
' Record the location, size, and health of each tree. wilted
leaves, broken or dead limbs, trunk rot, and thin tops are all
' signs of stress. Trees that display poor form, lean heavily over
future buildings, or have severe insect or disease problems
should be marked for removal prior to construction. Also mark
trees that need pruning to make room for future structures and
' construction equipment. The tree inventory and survey are
enclosed on separate pages.
3. Protect the trees you plan to save.
Develop a map showing the location of trees to be protected and
the safest route for access to the building zone. Then install
bright orange polypropylene fencing and post , off Limits" signs
at the PRZ of the trees you plan to save. The primary objective
is to protect delicate root systems, so provide trees with as
much space as possible. Make sure all construction workers know
that nothing inside this area is to be raked, cut, stored, or
otherwise disturbed. The designated woodland areas and
conservation easements are designated on the plat plan.
4. Prepare the trees for construction disturbance.
Fertilize trees if soil test of deficiency symptoms indicate they
are nutrient stressed. Prune branches that are dead, diseased,
' hazardous, detrimental to the plant's natural form, or in the way
of rooflines.
I
DURING CONSTRUCTION
1. Soil damage. I
Soil compaction is the single largest killer of urban trees.
Tree roots need loose soil to grow, obtain oxygen, and absorb
water and nutrients. Stockpiled building materials, heavy
machinery, and excessive foot traffic all damage soil structure. '
Lacking good soil aeration, roots suffocate and tree health
declines.
Prevent soil compaction by carefully selecting storage areas and
traffic routes (the future driveway is a good choice for both)
and installing protective fences and signs. If you can't reroute
traffic, install root system bridges or spread several inches of '
wood chips on the soil within the PRZ. Heavy mixing trucks can
be kept off tree roots by transporting concrete from the truck
through conveyor pipes.
Improper handling or disposal of materials used during '
construction also can harm roots. For example, wood products
treated with pentachlorophenol and creosote can be deadly to tree '
roots; CCA- treated timber (greenish color) is a better
alternative. All building debris and chemical wastes should be
hauled away for proper disposal, and not burned or buried on the ,
site.
2. Grade changes.
'
Moving large amounts of soil within the PRZ usually kills a tree.
Except where absolutely necessary, avoid disruptions to the
natural contour of the site or shift them will outside the PRZ.
'
Soil additions compact the soil around a tree and often raise the
water table.
'
Deeper fills require more expensive measure. A retaining wall
beyond the PRZ may protect some trees. These walls preserve much
of the original root system and redirect excess water away from
'
sensitive plants. Cutting soil away from a tree removes vital
feeder roots, eliminates nutrient -rich topsoil, and often lowers
the water table. Damage caused by shallow cuts (less than two
Inches) at least three feet away from the base of the tree may be
,
minimal, but still can be a shock to a tree's vigor. if
possible, avoid making the cuts during hot, dry weather. A
shallow later of mulch (pine needles, wood chips, or coarsely
'
chopped twigs and bark) and clean root cuts will help wound
closure and regrowth. Deeper cuts within the root zone will
require the construction of a retaining wall. In specific
'
locations where cut or fill will significantly impact a tree, or
11
trees, to be preserved, approved grading and sloping, with field
inspection and verification will ; be employed. In locations where
grade and slope are not appropriate or approved, retaining walls
will be constructed to the height or depth of the out or fill.
To preserve extremely valuable "specimen" tree's), where grade
cut or fill will significantly impact the condition of the
tree(s), the use of retaining walls will be employed. The
design, placement, and construction of these walls shall be
performed and supervised by a certified landscape architect.
3. Excavation
Much of a tree's root system could be cut during the installation
of a nearby utility line. This reduces water and nutrient
uptake, and may compromise the stability of the tree. If it is
not possible to relocate the utility line outside the tree's PRZ,
you can reduce root damage by tunneling under the tree's root
system. When digging a trench near a tree, begin tunneling when
you encounter roots larger than one inch in diameter.
For all digging operations, exposed roots should be out cleanly
to promote quick wound closure and regeneration. Vibratory plows,
chain trenchers, and hand tools do a better job at this than
bulldozers and backhoes. Minimize damage by avoiding excavation
during hot, dry weather and covering exposed roots with soil,
mulch, or damp burlap as soon as possible.
POS2' CONSTRUCTION
TREATMENT OF DAMAGED PLANTS
When trees are injured by construction activities, energy and
resources normally used for growth must be redirected towards the
process of wound closure and regrowth. During this critical
period plants are particularly vulnerable to additional stress,
especially insects, diseases, and sever weather. These problems
can be minimized by quickly treating the damage.
1. Water
Construction activities often alter the amounts of water received
by trees. Thoroughly water plants before and immediately after
they receive any kind of direct damage (e.g., severed roots).
Continue periodic watering (four or five times per summer)
throughout the next growing season. Be careful not to over water
trees. A one -inch depth of water applied throughout the PRZ is a
good rule of thumb. A tim can or glass jar can be used to
measure the amount of water applied if an overhead irrigation
system is used. Concentrate most of the water on undamaged
sections of the root system.
4
Two to three inches of mulch (wood chips or bark) spread over as
much of the root system as practical will help the tree to retain
water and stimulate root regeneration. Living ground covers over '
the root system will have a similar effect, and may be more
aesthetic. Apply these techniques to any deciduous tree
exhibiting wilted leaves or any coniferous tree dropping
excessive amounts of needles from the inner branches. ,
Drainage systems and grade changes may cause some trees to
receive too much water. Species differ in the amount of water '
they can tolerate. Intolerant plants will exhibit twig and
branch death. Don't wait for these symptoms to appear. If you
suspect your plant is receiving too much water, contact a tree- '
care specialist for an evaluation of the problem. Treatment
differs by tree species and by the amount of time the water
remains on or close to the surface. For some species, a
retaining wall or culvert may be needed to redirect the flow of ,
water.
2. Excavation of back-filled-trees I
If excessive soil additions have been made around valuable trees,
efforts should be made to restore the original grade, at least ,
within the PRZ.
Approach this grade restoration carefully. Determine how much
fill has been added by sampling depths at several different ,
points within the PRZ. If the depth is great (more than 12
inches), you may remove most of the backfill with mechanical
equipment. Once you are within I0 to 12 inches of the original '
grade, complete the fill excavation carefully with shovels and
rakes. Make certain no soil is piled up against the tree trunk,
and aerify the soil within the PRZ to complete the operation. If
the tree is already exhibiting advanced symptoms of decline, '
however, restoration to original grade will probably be
fruitless. in this case, remove the tree and plant a new one.
3. Aeration '
soil compaction around a tree's roots may cause leaf wilt, early '
fall coloring, top dieback, and slow growth. Reduce compaction
by carefully drilling a series of two -inch diameter holes in the
soil to a depth of twelve to eighteen inches. Begin three feet '
from the tree trunk and continue drilling at two -foot intervals
In concentric rings around the tree out to the PRZ. Each hole
may be refilled with sand, peat moss, or mulch. A tree -care
specialist may recommend other alternative, including soil '
injections to improve soil aeration.
J
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�$. Fertilizer
Injured trees may need additional nutrients to replace damaged
root systems. Fertilizers containing phosphorous and nitrogen
can help stressed plants recover since these nutrients promote
root and plant growth Avoid excessive nitrogen; increased stem
and foliage growth can cause stress, especially during hot, dry
weather of if the tree has been stressed due to construction
activities.
5. Pruning and wound repair
Careful pruning and wound repair are important treatments for
damaged trees. Prune broken or dead branches cleanly at the
branch collar. Pruning is commonly recommended for large trees
that have suffered root damage. Opinions differ over the merits
of this practice. Assuming that the tree has adequate water and
is not in severe decline, some experts believe that retaining
maximum leaf cover is important for root regeneration and only
dead libs should be removed. Others argue that pruning selected
live limbs is necessary to compensate for lost roots. Generally,
it is best to follow the recommendation of your tree -care
specialist.
When properly done in moderation by a skilled professional,
pruning may reduce wind resistance and limb failure and improve
tree health and appearance. DO NOT let anyone cut off all of the
top branches to the same height. ( "topping ").
The treatment of trunk wounds depends on the extent of damage.
If the bark has bee completely removed around the entire trunk,
the tree will not survive and should be removed. if only a patch
of bark has been removed leaving a few splinters, use a sharp
knife to cleanly out off the loose bark to a place on the stem
where it is firmly attached.. Do NOT make the wound any larger
than necessary.
Do not use pruning paint or dressing to cover exposed wounds or
pruned Jibs. Except for special cases involving disease control,
these products do little more than improve appearance.
6. Tree removal
Even the best protection plans cannot guarantee plant survival.
Death may occur shortly after construction or years later. Look
for trees with very few leaves and many dead branches. If the
tree does not leaf out the following year, it is dead. Large
trees that lean or exhibit rot, deep trunk cracks, or extensive
top dieback are potentially hazardous. They should be evaluated
by a tree -care specialist or be removed. Dead trees are
excellent for wildlife, .but dangerous to people and buildings.
6
Within the tree conservation easement areas, the existing
woodlands should be thinned to eliminate all living or dead
undesirable trees, less than 6" in diameter, in locations where '
these trees are encroaching or invading into the canopy of
desired species, or a desired tree stand. Additionally, any
desired tree less than 6" diameter that is dead or in poor
condition, should be- removed. Dead trees, of any species, ,
greater than 10" diameter may be allowed to stand for potential
wildlife habitat.
7. Tgee replacement and forestation
Replacement tree species based upon those in the existing, '
natural woodland and those that will blend in well in this
environment shall include: oaks, basswood, linden, ash, maple,
hackberry, birch, spruce, fir, pine, and arborvitae. Not less
than twenty percent of the trees shall be conifers. Size I '
calipers listed ove -�- See enclosed tree planting
details for planting method. Sixty percent of the replacement
will be within the conservation easements. The remaining 40
percent should be placed on street boulevards, street corners, ,
and on the private residential lots where there are few, if any,
native trees located. Deciduous trees shall average at least 2k
inch caliper and may be a minimum of A inch caliper; conifer ,
trees shall average seven (7) feet and shall be a minimum of six
(6) feet in height.
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PUBLIC WORKS DEPARTMENT
1 (612)361 -1010
FAX (612) 361 -1025
CARVER COUNTY COURTHOUSE
600 EAST 4TH STREET, BOX 6
CHASKA, MINNESOTA 55318
COUNTY OF CAI�VEQ
April 25, 1994
' To: Robert Generous, Planner II
From: Bill Weckman, Assistant County Engineer
Subject: Rezoning Proposal
' 93 -25 SUB
The following are comments regarding the rezoning proposal for the property on Galpin
Boulevard south of Timberwood Estates transmitted to Carver County by your memorandum
dated April 19, 1994.
Right -of -way widths listed in the Eastern Carver County Transportation Study for roadways
functionally classified as Minor Arterial (Class II) are:
Urban Undivided
2 -lane Roadway
Minimum Recommended
100' 110'
Rural Undivided
2 -lane Roadway
Minimum Recommended
120' 150'
Urban Undivided
4 -lane Roadway
Minimum Recommended
100' 120'
Rural Undivided
4 -lane Roadway
Minimum Recommended
140' 170'
Galpin Boulevard (County Road 117) was given a County State Aid Highway (CSAH)
designation a few yea ago. CSAH 19 is functionally classified as a Minor Arterial (Class
II) roadway in the Eastern Carver County Transportation Study. It would appear that as
' a minimum, a 100 foot corridor should be established for a potential 4 lane urban
roadway. The proposal would need to meet at least that minimum.
The city may wish to consider an even wider highway corridor along the proposed area
if a separate trailway is to be constructed along the county highway. Additional width
may also be needed to accommodate public utilities and landscaping.
' 2. The proposal includes construction of a new street access. We would assume this will
be a City street. Consideration will have to be given for turn lane installation at the
' intersection with Galpin Blvd. An access permit will need to be obtained from Carver
County for construction of this access.
I 3. Any public utility lines that are to be installed within the CSAH 19 right -of -way are subject
to the utility permit requirements of Carver County.
Affirmative Action/Equal Opportunity Employer t �Ce1
Printed on Recycled Paper
Contains Minimum 10% Post Consumer Waste ,
2 1 ^-�.
' 'n right-of-way
4. Any proposed grading and installation of drainage structures within the of
CSAH 19 is subject to review and approval of the county highway department.
5. Development activities (including the installation of both public and private utilities needed
to serve the development site) that result in any disturbance of the county highway right -
of -way (including turf removal, trench settlements, erosion, and sediment deposits) need ,
to be completed in a manner that leaves the right -of -way in as good or better condition"
than what existed prior to construction. It is requested that the city include a provision
in the developer's agreement that requires the developer to be ultimately responsible for ,
the final condition of the county highway right -of -way. A clear understanding of this
responsibility will result in fewer project oversight problems for both the county and the
city. '
6. Any trees or landscaping completed within the right -of -way must be approved by the
County. When locating proposed shrubs and trees, consideration should be given to ,
maintaining an acceptable sight distance at the proposed intersection.
7. Reconstruction of this portion of CSAH 19 is scheduled for 1995. A number of the ,
concerns expressed above can be addressed in the reconstruction project if the project
proceeds as planned.
Thank you for the opportunity to comment on the proposed rezoning. ,
C I TY: F --
690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
(612) 937 -1900 • FAX (612) 937 -5739
i MEMORANDUM OFFICIAL ENGIf W CWy
Aeoehred
' TO: Charles Folch, City Engineer Revision No.
.Approved by City Engineer
FROM: Dave Hempel, Assistant City Engineer �� J�� We 'x' let —N .)E
' DATE: July 15, 1994 ARProved by City Coundl
Date
' SUBJ: Approve Development Contract and Construction Plans and Specifications for
Minger Addition Project No. 94 -13
The attached Development Contract incorporates of
app roval from the final platting
and construction plans and specifications review process. Staff has calculated the required
' financial security to guarantee compliance with the terms of the Development Contract at
$307,000 and the Development Contract administration fees total $16,382.50 which includes 1/3
of the required Park and Trail fees.:
The applicant has also submitted detailei construction plans and specifications for staff review
and City Council approval. Staff has reviewed the construction plans and specifications and finds
' them in general conformance to the City standards. It "" therefore recommended that the
construction plans and specifications for Nnger Addition *ed June 5, 1994, revised July 25,
1994 prepared by Ron Krueger & Associates, and the Development Contract dated July 25, 1994
be approved conditioned upon the following:
1. The applicant mater into *l
, ; � ,-Peyoq
pmpnt Contract with a cash
and supply the Cit}►
' escrow of
letter of credit in the amount of $307,000 and pay ik fee of
$16,382.50.
j
Attachments: 1. Development Contract
W4'A At
July 25, 1994.
2. Construction plans. Please leave your copy of the construction a ans in the
Council Chambers for staff to collect after the meeting. Specifications ate
' available for review in the Engineering Department.
c: Pat & Karen Minger