CC Staff Report 10-25-21City Council Item
October 25, 2021
Item Consider a Request for Preliminary Plat Approval for Avienda Townhomes
File No.Planning Case No. 2021-22 Item No: H.1
Agenda Section GENERAL BUSINESS
Prepared By Kate Aanenson, Community Development Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves the preliminary plat for Avienda Townhomes."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
Subdivision of 40+ acres into 39 lots and six outlots.
BACKGROUND
The Avienda development PUD was approved in 2020. The PUD was given final plat approval in July,
2021. The first phase of the project is the townhomes. The developer held a neighborhood meeting on
October 4, 2021. Approximately two dozen attendees were present.
DISCUSSION
This item appeared at the Planning Commission on October 5, 2021. Only one neighbor appeared at the
Planning Commission; however, they did not speak. The Planning Commission recommended approval
of the subdivision 6-0.
BUDGET
309
RECOMMENDATION
Staff recommends that the City Council approve the preliminary plat for the subdivision of 40+ acres
(Outlots A and C) into 39 lots and six outlots, Avienda Townhomes, plans prepared by Landform dated
September 8, 2021, subject to the conditions of the staff report, and adopt the Findings of Fact and
Recommendation.
ATTACHMENTS
PC Staff Report dated 10-5-21
Findings of Fact and Recommendation PC
310
Planning Commission Item
October 5, 2021
Item Consider a Request for Preliminary Plat Approval for Avienda Townhomes
File No.Planning Case #2021-22 Item No: B.2
Agenda Section PUBLIC HEARINGS
Prepared By Kate Aanenson, Community Development Director
Applicant
Level 7 Development LLC
4600 Kings Point Road
Minnetrista, MN 55331
Present Zoning Planned Unit Development Regional Commercial District (PUDRC)
Land Use Office & Commercial
Acerage 10.5 acres net and 38.86 total gross acres
Density 3.8 units per acre
Applicable
Regulations
Chapter 18, Subdivisions
Chapter 20, Article Sec 20-509 Standards and Guidelines For
Regional/Lifestyle Center Commercial Planned Unit Developments District
PROPOSED MOTION
Approve a request for preliminary plat approval for 39 lots and six (6) outlots for Avienda
Townhomes, Outlots A and C, Avienda.
SUMMARY
Subdivision of 40 + acres into 39 lots and six outlots.
BACKGROUND
The Avienda development PUD was approved in 2020. The PUD was given final plat approval in July
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of 2021. The first phase of the project is the townhomes.
DISCUSSION
RECOMMENDATION
Staff recommends the Chanhassen Planning Commission recommend approval of Planning Case No.
2021-22, for the subdivision of 40+ acres into 39 lots and six (6) outlots, Avienda Townhomes, plans
prepared by Landform dated September 8, 2021, subject to the conditions of the staff report, and adopt
the Findings of Fact and Recommendation.
ATTACHMENTS
Staff Report
Findings of Fact and Recommendation
Development Review Application
Narrative
City Plan Submittal
Charles Cudd Product Visuals
Carver County Comments
Affidavit of Mailing
32312
PC DATE: October 5, 2021
CC DATE: October 25, 2021
CITY OF CHANHASSEN
REVIEW DEADLINE: 60-day, November 2, 2021
CASE #: 2021-22
BY: Kate Aanenson, Eric Hendrickson, Jill
Sinclair, Matt Unmacht
SUMMARY OF REQUEST: The applicant is requesting approval of preliminary plat.
LOCATION: Avienda, Outlots A and C
APPLICANT: Level 7 Development LLC
4600 Kings Point Road
Minnetrista, MN 55331
PRESENT ZONING: Planned Unit Development (PUD) RC
2040 LAND USE PLAN: Commercial and Office
ACREAGE: 10.5 acres net and 38.86 total gross acres
DENSITY: 3.8 units per acre.
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.
PROPOSAL/SUMMARY
Subdivision of 40+ acres into 39 lots and six outlots.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
Chapter 20, Article Sec 20-509 Standards and Guidelines For Regional/Lifestyle Center
Commercial Planned Unit Developments District
BACKGROUND
The Avienda Development PUD was approved in 2020. The PUD was given final plat approval
in July of 2021. The first phase of the project is the townhomes.
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of the Subdivision of 40+ acres
into 39 lots and 6 outlots, Avienda Townhomes plans prepared by Landform dated September 8,
2021, subject to the following conditions and adopts the Findings of Fact and Recommendation.”
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EXISTING CONDITIONS
The site is currently being graded to prepare for development. All areas for preservation include
the 21 acres of wooded bluff that have been deeded to the City.
SUBDIVISION REVIEW
The applicant is requesting subdivision into 39 lots and six outlots. The property is part of the
Avienda PUD. The zoning is Regional Commercial. As a part of the PUD, the property was
given a density of 3-6 units per acre. This residential use was given to provide a transition from
the residential zoning to the west and transition to higher density to the east.
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PRELIMINARY PLAT
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Block 1, Lot 24, Block 2, Lot 9, and Block 3, Lot 9 shall be platted as outlots.
PUD COMPLIANCE TABLE
Permitted Uses: Housing
The Avienda PUD allows up to 30% residential. This would allow 550 d/u at 16 units/acre. This
includes:
a. Multiple-family dwellings
b. Senior housing independent living and (assisted not to exceed 150 units).
c. Single family homes. Density of 3-6 units an acre on of Blocks 1-3, which could be
townhomes, including detached townhomes and twin homes.
Finding: The 39 detached townhome units at 3.8 units an acres, net density, are in compliance with
Section C of Permitted Uses Housing.
EASEMENTS
The applicant is proposing a 10-foot drainage and utility easement (DUE) abutting both sides of
Mills Drive right-of-way (ROW), a public street that will be extended in association with the
proposed subdivision. No other DUEs are proposed in association with the preliminary plat as
indicated by the submittal materials. However, public utilities will be extended through the
extension of two proposed private streets and through the greenspace of portions of the
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subdivision (e.g. Block 1, Lot 24), which will require additional public DUEs for review and
approval prior to recording of the final plat. Staff recommends that in order to best maintain and
service the public utilities in these locations, Outlots encumbered by public DUEs be required
upon final plat submittal, (i.e. Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9) should be
Outlots. Upon submittal of final plat, the applicant must provide the City the total areas of right-
of-way being dedicated along with the area of public DUE associated with the final plat, in
square footage and per lot.
Additionally, in order to maintain adequate separation of public utilities and buildable lot areas,
there must be 10 feet of separation from the ROW and Block 1, Lot 1, Block 2, Lot 8 and Lot 1,
as similarly illustrated by the separation between the ROW and Block 1, Lot 23.
Lastly, any previously recorded easements within the proposed subdivision must be vacated prior
to or concurrently with the final plat.
EXISTING CONDITIONS SURVEY
The proposed subdivision is within the PUD known as Avienda. Avienda received final plat
approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right-of-
ways. The proposed subdivision is a replat of Outlots A and C from the initial Avienda final plat.
The majority of the Avienda site is currently being mass graded in accordance with the grading
permit issued June 4, 2021. Grading prior to final plat was approved for the purpose of getting a
head start on the mass grading for the project. The construction of public utilities is anticipated
to begin in early November, 2021. The City is currently awaiting completed street plans for
review in association with Avienda’s final plat.
The proposed subdivision will consist of a total of three Outlots (A, B and C) along with 45
parcels to facilitate villa homes and associated green space and private streets. The applicant
provided an existing conditions survey which is used to supplement all construction plans and
designs and also to facilitate staff reviews, however major elements are not illustrated on the
survey which are requirements of Sec. 18-40 of City Ordinance. Required elements such as
location of buildings and low floor openings adjacent to the subdivision boundaries or
topographic data with associated contours were missing. The applicant shall submit an updated
survey upon submittal of final plat and final construction plans illustrating all of the requirements
of Sec. 18-40.
The existing conditions survey illustrates an Xcel Energy overhead electric power line that runs
along the shared property lines between the newly proposed development and the existing
Preserve at Bluff Creek subdivisions, as generally depicted below. Xcel Energy has supplied the
City with the utility’s network in the immediate area which includes this overhead line. It
appears that after ultimate build-out of the Avienda PUD that this line will no longer be required
as all buildings and parcels electric needs will be served by the newly extended underground
utilities. As such, staff recommends eliminating the overhead electric and removing the poles as
soon as the electric line is no longer required.
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GRADING & DRAINAGE
A grading permit for the mass grading associated with the Avienda final plat was issued on
June 4, 2021. The majority of the site is currently being graded to achieve the general elevations
for public street and utility build-out along with ultimate build-out of the individual parcels. The
grading plans associated with the Avienda grading permit are similar to the preliminary grading
plans for the proposed subdivision. The preliminary grading plans for the proposed subdivision
generally meet City Ordinances; driveway grades are greater than 0.5% and less than 10%;
public streets are less than 7% and private streets are less than 10%; lots are graded to drain away
from buildings; etc. However, no profiles (street or utility) were provided with the preliminary
plan set in order to assess other key elements of the grading plan and will be required prior to
approval of the final plat. Additionally, elements such as emergency overflow elevations and
routes and lot benching details which are reviewed to ensure adequate drainage must be provided
prior to final plat approval. Lastly, it appears some areas are proposed to be graded over 3:1
slopes. The applicant shall indicate all areas being proposed as steep slopes, or over 3:1, for
review and approval prior to approval of final plat.
EROSION PREVENTION AND SEDIMENT CONTROL
The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject
to the General Permit Authorization to Discharge Stormwater Associated with Construction
Activity under the National Pollution Discharge Elimination/State Disposal System (NPDES
Construction Permit). The applicant has prepared and submitted a Surface Water Pollution
Prevention Plan (SWPPP) in association with the Avienda grading permit. However, an updated
SWPPP or transfer of NPDES permit for the proposed subdivision has not yet been provided for
review. This SWPPP shall be a standalone document consistent with the NPDES Construction
Permit and shall contain all required elements. The SWPPP will need to be updated as the plans
are finalized, when the contractor and their sub-contractors are identified and as other conditions
change. Additionally, an Erosion and Sediment Control Plan (ESCP) in accordance with City
Ordinances, shall be submitted for the grading operations of the subdivision as more than 5,000
square feet of land is being disturbed. The applicant has provided an ESCP, however it is
deficient as it does not include all the requirements listed under Sec. 19-145.(a)(2) such as
location of stockpiled material, construction entrances or drainage boundaries and direction. As
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such, the applicant shall update the ESCP and resubmit it for review and approval with the
submission of the final construction plans. Staff recommends a phased ESCP that illustrate
initial grading operations to final build-out.
RETAINING WALLS
One retaining wall appears to be proposed at the northern portion of Block 1 behind Lots 8-11.
The plans did not indicate the height of the wall and shall be updated accordingly upon submittal
of final construction plans, however it does appear that it will have a height greater than four (4)
feet. Walls over 4 feet in height shall be constructed in accordance with plans prepared by a
registered engineer and shall be constructed of a durable material (smooth face concrete,
masonry/mortared, railroad ties and timber are prohibited). Lastly, if the retaining wall remains
it will be required to be privately owned and maintained and the associated maintenance
agreements must be recorded concurrently with the final plat.
There is an existing retaining wall adjacent to the proposed subdivision within the Preserve at
Bluff Creek subdivision, east of Block 1, Lots 3-7. While the area is not within the proposed
subdivision, there has been interest raised by the neighborhood regarding grading associated with
this area. The applicant has set up a neighborhood meeting with the neighborhood which was
scheduled for October 4, 2021, to address any questions and concerns associated with grading in
the area. Staff recommends continual communication by the applicant with the abutting
neighbors in an effort to work together to mitigate any concerns.
STREETS
The applicant is proposing the extension of a public street, Mills Drive, along with the
construction of two private streets, as illustrated below:
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Based on the preliminary plans, it appears the street plans are feasible and can be constructed in
accordance with City Ordinance. All newly constructed public streets will be publicly owned and
maintained after acceptance of the public improvements by the City Council. The applicant has
provided typical street sections for both the public and private streets that meet the City of
Chanhassen’s Standard Specifications (Standards). It is being proposed that the private streets
are constructed to a width of 28 feet which will allow for parking on one side of the street,
however, no sidewalks are proposed along the private streets. Staff recommends a pedestrian
access route, such as sidewalks, be further evaluated in order to provide a more safe and
accessible route for the future residents of the subdivision. With the ultimate build-out of
Avienda incorporating commercial and recreational amenities, it is anticipated that residents will
walk throughout the development.
While generally the street design and layout appear to be feasible, elements such as signage,
striping, street lights, intersection details, profiles, street radii, etc. will be required for review
and approval prior to final plat approval.
Any intersection of two streets must provide ADA curb ramps, which would include the
intersection of Avienda Parkway and “Private Drive NW” and Bluff Creek Boulevard and
Private Drive S”. Also, any intersection of a private street with a public street must be
constructed with a concrete apron and valley gutter in order to provide vehicular motorist a better
visual queue that the street is not public.
Lastly, staff has concerns regarding the proximity of the intersection of Bluff Creek Boulevard
and “Private Drive S”. The National Cooperative Highway Research Program Report 672 and
MnDOT design guidelines regarding access management near roundabouts require particular
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stopping sight distances and intersection sight distances for vehicles and pedestrians, along with
other design elements. The applicant will be required to provide design calculations and
justification that the spacing of the proposed intersection is in conformance with these
guidelines, or provide justification that the impact is expected to be minimal and/or no
reasonable alternatives are available. Staff recommends the applicant and their engineer take
into consideration the landscaping plan when evaluating site lines used for calculations
associated with stopping site distance, etc.
SANITARY SEWER AND WATER MAIN
The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water
needs of the subdivision. While the preliminary plans do not provide the size of the water main
being proposed, the Avienda utility plans do indicate that the extension of 8” PVC C900 is
planned for. Plans that illustrate the profile of the utilities along with their size and material are
required for review and approval prior to final plat approval.
The applicant and their engineer have been working with staff to ensure the sanitary sewer and
water main alignments, and their associated structures and appurtenances, are designed and
constructed to allow for the proper maintenance and future rehabilitation of the public systems
and are in conformance with the Standards. The final construction plans must be approved prior
to recording of final plat. All sanitary sewer and water mains will be publicly owned and
maintained after acceptance of the public improvements by the City Council. The City will
provide the applicant’s engineers the appropriate nomenclature for sanitary sewer manholes to be
incorporated in the final plan set.
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required stormwater management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water management features.”
General
1. It is requested that the applicant continue to include electronic copies for the HydroCAD
and P8 models in any future submittals to help to speed up the review process.
Volume Control
1. The applicant has updated the drainage calculations for Phase 2 and has demonstrated
that volume control requirements are being met.
Water Quality
1. Because the applicant has demonstrated that volume control requirements are met, water
quality requirements are also being met per Riley Purgatory Bluff Creek Watershed
District (RPBCWD) rules.
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Rate Control
1. The site is currently meeting rate control to each discharge point, however, the applicant
should confirm rate control is still being met after making any necessary modeling
updates based on comments provided.
a. The applicant has shown that peak discharges to County and MnDOT ROW will
continue to be decreased in Phase 2 and the updated “Ultimate” buildout
condition. This information is summarized in the tables included in Appendix F of
the applicant’s stormwater report.
2. Time of concentrations (TC) do not appear to have been updated in the modeling for the
Phase 2 subcatchments. The applicant should confirm that TCs are still accurate for the
Phase 2 condition.
3. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from
the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans.
Freeboard
1. Freeboard is being met for the site, however, the applicant should confirm freeboard
requirements are still being met after making any necessary modeling updates based on
comments provided.
2. The applicant should confirm spot elevations on the plans near the low-lying backyard
areas are the EOFs for these areas or add the EOF elevations to the plans.
a. The applicant should plot the plans with the callouts as the top layer so they are
not being blocked by storm sewer or other layers as some are currently difficult to
read.
Maintenance
1. The applicant must provide an operation and maintenance plan that identifies the
maintenance, inspection, and monitoring schedule and responsible party for private
BMPs.
Civil Plans
1. The applicant should provide plan/profiles on the water, sanitary, and storm sewer
proposed for Phase 2 to confirm storm sewer sizing and that there are no conflicts.
a. Applicant should confirm storm sewer sizing calculations provided in Appendix J
are for Phase 2 and not Phase 1 as the Appendix title notes.
2. The existing storm sewer should be shown on all utility plans. It does not appear to be
shown on the south utility plans.
3. Details and cross sections for the Phase 2 BMPs should be included in future submittals
to confirm modeling.
a. The West Central Basin (Basin 31P in the proposed conditions modeling) is
shown with existing draintile/storm sewer in the Phase 2 plans however the
modeling for the basin has been updated since the Phase 1 plans. The applicant
should provide additional detail on the status of the West Central Basin.
b. Additionally, details on any proposed outlet structures or pretreatment structures
for the proposed BMPs should be included in future submittals.
4. There are areas in the western town homes area shown with 2:1 and even 1:1 slopes.
Applicant should regrade these areas to be a maximum of 3:1 slopes or get approval for
steeper slopes from the City.
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5. The applicant should confirm an easement isn’t needed over the proposed storm sewer
between Lots 14 and 15 in the western townhomes area.
6. The applicant should provide RPBCWD erosion control notes on page 7.
7. Inlet protection, rock entrances, erosion control blanket and other erosion control
measures should be shown on the plans.
STORMWATER UTILITY CONNECTION CHARGES
Section 4-30 of City Code sets out the fees associated with surface water management. A water
quality and water quantity fee are collected with a subdivision. These fees are based on land use
type and are intended to reflect the fact that the more intense the development type, the greater
the degradation of surface water.
The Surface Water Management Plan (SWMP) fees for this proposed development were
calculated using two different methods. This first way, Proposed SWMP Fee 1, lays out the
SWMP fees for just the gross area minus the currently identified outlots. The second way,
Proposed SWMP Fee 2, also excludes Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9 from
the SWMP fees as it is assumed those will become outlots in the future.
Proposed SWMP Fee 1
The SWMP fee on this project is $164,780.40. However, this SWMP fee is to be adjusted down
by 50% based on Code Sect. 18-63 (stormwater design to NURP standards). As such, the net
SWMP fee due at the time of final plat would be $82,390.20.
Proposed SWMP Fee 2
The SWMP fee on this project is $73,598.80. However, this SWMP fee is to be adjusted down
by 50% based on Code Sect. 18-63 (stormwater design to NURP standards). As such, the net
SWMP fee due at the time of final plat would be $36,799.40.
PER ACRE FEE ACRES FEE
15,560 39.78 618,976.80$
15,560 1.53 (23,806.80)$
15,560 4.88 (75,932.80)$
15,560 22.78 (354,456.80)$
10.59 164,780.40$
AREA
SURFACE WATER
DEVELOPMENT FEE
GROSS AREA
OUTLOT A
OUTLOT B
OUTLOT C
NET AREA
PER ACRE FEE ACRES FEE
15,560 39.78 618,976.80$
15,560 1.53 (23,806.80)$
15,560 4.88 (75,932.80)$
15,560 22.78 (354,456.80)$
15,560 3.51 (54,615.60)$
15,560 0.73 (11,358.80)$
15,560 1.62 (25,207.20)$
5.46 73,598.80$
BLOCK 2 LOT 9
AREA
SURFACE WATER
DEVELOPMENT FEE
GROSS AREA
OUTLOT A
OUTLOT B
OUTLOT C
BLOCK 1 LOT 24
BLOCK 3 LOT 9
NET AREA
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ASSESSMENTS
Water and sewer partial hookups are either due at the time of final plat, or can be postponed until
building permit applications are received in which the entire hookup fee is due. The partial
hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees
are due with the building permit.
FEES
An engineer’s estimate must be provided in order to calculate Administration Fees. Based on the
proposal, the following fees would be collected with the development contract:
a) Administration fee: If the improvement costs are between $500,000 and $1,000,000, 2%
of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first
1,000,000 plus 1.5% of the remainder.
b) Surface water management fee: $15,560/acre
c) A portion of the water hook-up charge: $2,476/unit, or, the full amount with the building
permit: $8,253/unit
d) A portion of the sanitary sewer hook-up charge: $691/unit, or, the full amount with the
building permit: $2,602/unit
e) Park dedication fee: $5,800/dwelling
f) GIS fees: $100 for the plat plus $30 per parcel
g) Street light operating fee for one year: $300 per light
LANDSCAPING AND TREE PRESERVATION
The applicant for the Avienda Townhome development did not submit tree canopy coverage and
preservation calculations. They are as follows: Total upland area (excluding wetlands) 10.14
ac. or 441,698 SF
Baseline canopy coverage 0% or 0 SF
Minimum canopy coverage required 20% or 88,339 SF
Proposed tree preservation 0% or 0 SF
The proposed plans do not meet minimum canopy coverage for the site; therefore the applicant
must bring the canopy coverage on site up to the 35% minimum. The difference between the
required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced.
One tree is valued at 1,089 SF.
Minimum canopy coverage to be replaced 88,339 SF
Multiplied by 1.2 106,007 SF
Divided by 1089=Total number of trees to be planted 97 trees
For the 97 trees required for canopy coverage, 75% of the quantity must be overstory species, no
more than 10% of the total may be of one species, and no more than 20% may be from one
genus. The applicant has submitted a landscaping plan showing more than 97 trees to be planted
within the development, but will need to redistribute the species selection in order to meet Code
requirements for diversity.
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Bufferyard requirements - North:
Required plantings Proposed plantings
Bufferyard B – East prop.
line, 880’
17 Overstory trees
35 Understory trees
52 Shrubs
2 Overstory trees
0 Understory trees
175 Shrubs
Bufferyard B – South
prop. line, 350’
7 Overstory trees
14 Understory trees
21 Shrubs
0 Overstory trees
0 Understory trees
0 Shrubs
Bufferyard B – West
prop. line, 960’
19 Overstory trees
38 Understory trees
57 Shrubs
20 Overstory trees
30Understory trees
50 Shrubs
Bufferyard B – North
prop. line, 510’
10 Overstory trees
20 Understory trees
30 Shrubs
0 Overstory trees
0 Understory trees
0 Shrubs
Bufferyard requirements – South:
Required plantings Proposed plantings
Bufferyard B – North
prop. line, 560’
11 Overstory trees
22 Understory trees
33 Shrubs
8 Overstory trees
17 Understory trees
34 Shrubs
Bufferyard C – East prop.
line, 150’
3 Overstory trees
6 Understory trees
10 Shrubs
4 Overstory trees
4 Understory trees
5 Shrubs
Bufferyard B – West
prop. line, 150’
3 Overstory trees
6 Understory trees
9 Shrubs
4 Overstory trees
5 Understory trees
4 Shrubs
The applicant does not meet minimum requirements for bufferyards for either the north or south
townhome areas. Staff recommends that the applicant increase planting quantities to meet
minimum requirements.
The proposed landscaping plan can be revised to meet the minimum standards required by
ordinance. However, the North area of the project has several open areas where a vast expanse
of irrigated lawn is proposed. Within Planned Unit Developments, “landscaping should reflect
higher quality design than is found elsewhere in the community.” Staff recommends that the
applicant apply a higher standard by incorporating landscaping features not currently found
within new developments, such as a pollinator meadow, planted woodland, association
community garden, or other sustainable landscape features that would elevate the design of the
development.
Recommendations:
1. The applicant shall include 97 trees in the overall landscape plan that meet minimum
canopy coverage requirements for size and diversity.
2. The applicant shall meet minimum bufferyard planting requirements for North and South
townhome areas.
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3. The applicant shall install Conservation Easement signage along the south property line
abutting Outlot E. Markers shall be placed at property corners and each deflection point
in the property line.
4. Staff recommends that the applicant apply a higher standard by incorporating landscaping
features not currently found within new developments, such as a pollinator meadow,
planted woodland, association community garden, or other sustainable landscape
features.
PARKS & RECREATION
The quality and number of recreational facilities in a community directly contributes to its
quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and
open space. As the City of Chanhassen has developed and increased in population, more
pressure and attention has been given to providing recreational opportunities for our
residents. Increased leisure time, health awareness, greater mobility, and high disposable
incomes have all contributed to the increased demand for recreational activities. The challenge
is to provide facilities for a growing and diverse population.
Parks can be defined as public areas that provide active or passive-oriented recreational
facilities. A significant characteristic of parkland is its accessibility to its users. Open space is
any parcel that is not used for buildings or other structures and is left in a natural state. Parks
and open space perform diverse functions such as: meeting physical and psychological needs,
enhancing and protecting the resource base, enhancing real estate values, and providing a
positive impact on economic development.
Parks
The goal of neighborhood parks is to provide informal recreational opportunities close to where
people live. Chanhassen operates under the standard that all residents should be within walking
distance, or a half mile, of a neighborhood park. The PUD is located within the park service area
of Power Hill Park and the Lake Susan and Fox Woods Preserves.
Trails
The City’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system
that connects neighborhoods to park and recreation facilities, schools, community destinations
and other communities.
Park and Trail Conditions of Approval
The current rate for Park Dedication fees is $5,800 per dwelling ($5,800 X 39 Townhome
Units = $226,200 Total Park Dedication Fees)
MISCELLANEOUS
Fire Comments
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1. Road widths – no parking signs required on one side or both depending on width. See
City Code for road widths and signage.
2. No combustible construction to begin until fire hydrants and temp/permanent fire access
roads are installed and maintained.
3. Addressing and street signs to be installed immediately upon finish and before occupancy
of first unit. Temp addressing and street signs to be maintained throughout construction.
4. Construction vehicles and material may not block fire apparatus access or hydrants once
combustible material construction starts.
Building Comments
1. A final grading plan and soils report must be submitted to the Inspections Division before
permits can be issued.
2. Retaining walls (if present) more than four feet high must be designed by a professional
engineer and a building permit must be obtained prior to construction.
3. The developer must submit a list of proposed street names for review and approval prior
to final plat of the property.
4. Each lot must be provided with a separate sewer and water service.
5. Building plans must provide sufficient information to verify that proposed building meets
all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review
RECOMMENDATION
Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda
Townhomes plans prepared by Landform dated September 8, 2021, subject to the following
conditions and adopts the Findings of Fact and Recommendation:
Planning
1. Homes shall be constructed and designed consistent with the PUD.
2. Block 1, Lot 24, Block 2, Lot 9, and Block 3, Lot 9 shall be platted as outlots.
Engineering
1. All public utilities will require adequate drainage and utility easements prior to approval
of the final plat. Staff recommends Block 1, Lot 24, Block 2, Lot 9 and Block 3, Lot 9 be
outlots and encumbered by public drainage and utility easements.
2. The applicant must provide the City the total area of ROW being dedicated along with
the area of public DUE in square footage and per lot.
3. The plat shall be updated to maintain 10 feet of separation from the ROW and Block 1,
Lot 1, Block 2, Lot 8 and Lot 1.
4. Any previously recorded easements located within proposed public right-of-way or
proposed public drainage and utility easements must be vacated prior to or concurrently
with the final plat.
5. The applicant shall submit an updated existing conditions survey illustrating all of the
requirements of Sec. 18-40.
6. The existing overhead electrical lines and associated poles must be removed as soon as
the electric line is no longer required. The applicant shall supply an estimated timeline
for when this removal could occur.
47327
Avienda Townhomes Preliminary Plat Approval
October 5, 2021
Page 16
7. The applicant shall provide street and utility profiles prior to final plat approval.
8. Emergency overflow elevations and routes along with lot benching details shall be
submitted prior to final plat approval.
9. Any grades over 3:1 on the proposed grading plan need to be indicated for review and
approval prior to final plat approval.
10. The applicant is required to provide an updated SWPPP for the proposed subdivision
prior to approval of final construction plans.
11. The applicant shall provide an erosion and sediment control plan in conformance with the
requirements listed under Sec. 19-145 of City Ordinance prior to the approval of final
construction plans.
12. The retaining wall north of Block 1, Lots 8-11 will be required to be privately owned and
maintained and the associated maintenance agreements must be recorded concurrently
with the final plat.
13. All newly constructed public streets (Mills Drive) will be publicly owned and maintained
after acceptance of the public improvements by the City Council.
14. Construction design elements associated with the street plans such as signage, striping,
street lights, intersection details, profiles, street radii, etc. will be required prior to final
plat approval.
15. Any intersection of two streets must provide ADA curb ramps, which would include the
intersection of Avienda Parkway and “Private Drive NW” and Bluff Creek Boulevard
and “Private Drive S”.
16. Any intersection of a private street with a public street must be constructed with a
concrete apron in general conformance with Detail Plate #5207.
17. The applicant will be required to provide design calculations and justification that the
spacing of the proposed intersection of Bluff Creek Boulevard and “Private Drive S” is in
conformance with MnDOT and National Cooperative Highway Research Program Report
672 design guidelines, or provide justification that the impact is expected to be minimal
and/or no reasonable alternatives are available.
18. The final construction plans must be approved prior to recording of final plat.
19. All sanitary sewer and water mains will be publicly owned and maintained after
acceptance of the public improvements by the City Council.
20. An engineer’s estimate for the cost of public improvements must be provided prior to
approval of the final plat.
21. The applicant will be required to enter into a Development Contract with the City and all
applicable securities and fees provided prior to recording of the final plat.
22. It is the applicant’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT,
Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.) and all
comments associated with their reviews are addressed.
Water Resources
1. The net SWMP Fee due at the time of final plat is $82,390.20.
2. The applicant shall include electronic copies for the HydroCAD and P8 models in any
future submittals to help to speed up the review process.
3. The site is currently meeting rate control to each discharge point, however, the applicant
shall confirm rate control is still being met after making any necessary modeling updates
based on comments provided.
48328
Avienda Townhomes Preliminary Plat Approval
October 5, 2021
Page 17
4. TCs do not appear to have been updated in the modeling for the Phase 2 subcatchments.
The applicant shall confirm that TCs are still accurate for the Phase 2 condition.
5. The outlet from proposed conditions node 46P “Triangle Basin” has been changed from
the Phase 1 plans, however, no work on the Triangle Basin is shown in the plans. The
applicant shall clarify this discrepancy.
6. The applicant shall confirm freeboard requirements are still being met after making any
necessary modeling updates based on comments provided.
7. The applicant shall confirm spot elevations on the plans near the low-lying backyard
areas are the EOFs for these areas or add the EOF elevations to the plans.
8. The applicant shall plot the plans with the callouts as the top layer so they are not being
blocked by storm sewer or other layers as some are currently difficult to read.
9. The applicant shall provide an operation and maintenance plan that identifies the
maintenance, inspection, and monitoring schedule and responsible party for private
BMP’s.
10. The applicant shall provide plan/profiles on the water, sanitary, and storm sewer
proposed for Phase 2 to confirm storm sewer sizing and that there are no conflicts.
11. Applicant shall confirm storm sewer sizing calculations provided in Appendix J are for
Phase 2 and not Phase 1 as the Appendix title notes.
12. The existing storm sewer shall be shown on all utility plans. It does not appear to be
shown on the south utility plans.
13. Details and cross sections for the Phase 2 BMPs shall be included in future submittals to
confirm modeling.
14. The West Central Basin (Basin 31P in the proposed conditions modeling) is shown with
existing draintile/storm sewer in the Phase 2 plans however the modeling for the basin
has been updated since the Phase 1 plans. The applicant shall provide additional detail on
the status of the West Central Basin.
15. Details on any proposed outlet structures or pretreatment structures for the proposed
BMPs shall be included in future submittals.
16. There are areas in the western townhomes area shown with 2:1 and even 1:1 slopes.
Applicant shall regrade these areas to be a maximum of 3:1 slopes or get approval for
steeper slopes from the City.
17. The applicant shall confirm an easement isn’t needed over the proposed storm sewer
between Lots 14 and 15 in the western townhomes area.
18. The applicant should provide RPBCWD erosion control notes on Page 7.
19. Inlet protection, rock entrances, erosion control blanket and other erosion control
measures shall be shown on the plans.
Park & Recreation
1. The current rate per dwelling for Park Dedication fees is $5,800 ($5,800 X 39 townhome
units=$226.200 Total Park Dedication Fees).
Landscaping
1. The applicant shall include 97 trees in the overall landscaping plan that meets the
minimum canopy coverage requirements for size and diversity.
2. The applicant shall meet minimum bufferyard planting requirements for North and South
townhome areas.
49329
Avienda Townhomes Preliminary Plat Approval
October 5, 2021
Page 18
3. The applicant shall install Conservation Easement signage along the south property line
abutting Outlot E. Markers shall be placed at property corners and each deflection point
in the property line.
4. Staff recommends that the applicant apply a higher standard by incorporating landscape
features not currently found within new developments, such as a pollinator meadow,
planted woodland, association community garden, or other sustainable landscape
features.
Fire
1. Road widths – no parking signs required on one side or both, depending on width. See
City Code for road widths and signage.
2. No combustible construction to begin until fire hydrants and temp/permanent fire access
roads are installed and maintained.
3. Addressing and street signs to be installed immediately upon completion and before
occupancy of first unit. Temp addressing and street signs to be maintained throughout
construction.
4. Construction vehicles and material may not block fire apparatus access or hydrants once
combustible material construction starts.
Building
1. A final grading plan and soils report must be submitted to the Inspections Division before
permits can be issued.
2. Retaining walls (if present) more than four feet high must be designed by a professional
engineer and a building permit must be obtained prior to construction.
3. The developer must submit a list of proposed street names for review and approval prior
to final plat of the property.
4. Each lot must be provided with a separate sewer and water service.
5. Building plans must provide sufficient information to verify that proposed building meets
all requirements of the Minnesota State Building Code. Additional comments or
requirements may be required after plan review.
ATTACHMENTS
1. Findings of Fact and Recommendation
2. Development Review Application
3. Narrative
4. City Plan Submittal
5. Charles Cudd Product Visuals
6. Carver County Comments
7. Notice of Public Hearing and Mailing List
g:\plan\2021 planning cases\21-22 avienda townhomes - outlots a and c, avienda\staff report - final.docx
50330
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Level 7 Development LLC for Subdivision approval.
On October 5, 2021, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Level 7 Development LLC for preliminary plat approval
of property into 39 lots and six outlots. The Planning Commission conducted a public hearing
on the proposed subdivision 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
1. The property is currently zoned PUD-RC.
2. The property is guided in the Land Use Plan for Office or Regional Commercial.
3. The legal description of the property is: Outlots A and C, Avienda, Carver County,
Minnesota.
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible
adverse effects of the proposed subdivision. The seven (7) affects and our findings regarding
them are:
a. The proposed subdivision is consistent with the zoning ordinance including the Planned
Unit Development RC District regulations;
b. The proposed subdivision is consistent with all applicable City, County and regional plans
including but not limited to the City's Comprehensive Plan and implements the following
policies and goals:
1)Land Use:
a) Encourage development within the MUSA, and support the planned and
efficient expansion of the MUSA to increase the amount of developable land.
b) Support low density residential development in appropriate areas of the
community in such a manner as maintain the aesthetic of existing single-family areas, and to
create new neighborhoods of similar character and quality.
c) Transitions should be created between different land uses.
2) Housing:
a) Provide housing opportunities for all residents, consistent with the identified
community goals.
b) The City will continue to provide alternate types of housing including smaller lot
homes, townhouses, etc. that will supplement the conventional single-family homes.
51331
c) Housing development methods such as PUDs, cluster development, and
innovative site plans and building types, should be encouraged to conserve energy and
resources for housing.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibilityto flooding, and stormwater
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 the
subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19;
e. The proposed subdivision will not cause significant 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 stormwater 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.The planning report #2021-22 dated October 5, 2021, prepared by Kate Aanenson, et al,
is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that City Council approve the Preliminary Plat
subject to the conditions of approval in the staff report.
ADOPTED by the Chanhassen Planning Commission this 5th day of October, 2021.
CHANHASSEN PLANNING COMMISSION
BY:
Mark von Oven, Vice Chairman
52332
COMM UNITY DEVELOPMENT DEPARTMENT
Planning Division - 7700 Market Boulevard
Mailing Address - P.O. Box'147, Chanhassen, MN 55317
Phone: (952) ?27-1300 lFax'. (952)227-1110
Submittal
nn 6mers
E ntt others.
CTITOT CHAilHA$$EI{
r{l.3|-al- pco"t", ldis[ ]l cco"o,loi)Sl }{ eo.oavn",i"*oat", l\ []t]i
ReEt to lhe appropiate Nplication Checklisl tot Equi/ed
I Comprehensive Phn Amendment......................... $600DMinorMUSAlineforfailingon-site sewers ..... glOO
E Conditional Use Permit (CUP)
E Singl+Family Residence............,..-................ $325
subrnital infomatid, that must ffiompany lhis Applicatioo)
A Subdivision (SUB)
fIa
trfltra
Create 3 lots or less ..........................-..-..........$300
Create over 3 |ots.......................$600 + $15 per lot(
42 tots)
fl lnterim Use Permit (lUP)
E ln conjunction with Single-Family Residence.. $325
X Rezoning (REZ)
n Planned Unit Development (P
E Minor Amendment to existing!
Att ottrers.......
n Sign Plan Review..........................
n Site Plan Review (SPR)
n Administrative
42s
Metes & Bounds (2 lots)$300
Consolidate Lots.. ...,........... $150
Lot Line Adjustment.......-..$150
Final Plat ....,. $700
v2s (
lncludes $450 escrow for attorney costs)*
Additiona, esc.ow may be requked for other alplicalons
through lhe development conlract.
750
100
500
300
Additional reco.ding tees may apply)
200
150
Permit (WAP)
D Zoning Ordinance Amendment (ZOA)...-............. $500
500 !E: When multiple applications are proegssgd concur,gnty,
the approp.iate fee shall bs cha.ged tot each applicalion.
00
3 per address
161 s((lsssss)
50 per document
UD).
PUD
fl Vacation of Easements/Right-of-way (VAC)....
Variance (VAR)....
n Wetland Alteration
n Single-Family
I Att others.......
n Zoning Appeal......
Residence $150
75
100
100
500nCommercial/lndustrial Districls*........
Plus $'10 per 1,000 square feet of building area:(
thousand square feet)
lndude number of q$li4g employees:
lnclude number of 4eg employees:
n Residential Districts..
Plus $5 per dwelling unit ( units)
E Notification Sign (City to insta,l and remove)
n Escro\i, for Recording Documents (check
allthattrnEMetes & Bounds Subdivision (3 docs.)
lnterim Use Permit fl Site PlaoAgreementVariance ! Wetland Alteratioo permit
Easements L_ easements) nDeedst6tatreE: $2'613 00
Conditional Use Pe.mit
Vacation
Section 1: Application Type (check all that apply)
Section 2: Required lnformation
DescriPtion of Proposal: Preliminary and Final Plat forAvienda Townhomes - See Attached Narralive
Property Address or Location
Parcel #:
Avienda
Legal Oescriptbn: Outlots A and C, Avienda
Wetiands Present? fl Yes I No
Planned Unit Developme (PUD)Requested Zoning Not Appljcable
Present Land Use Design 4;6n. Mixed
Total Acreage:
Present Zoning
38.86
Existing Use of Property:vacant
Elcheck box if separate natative is attached
APPLICATION FOR DEVELOPMENT REVIEW
I Property Owners' LiSt within 500' lcity to generare after pre-applicaton meerang) ........................
Requested Land Use Designarion- Not &rpr€Fl€HANHASSEN
RECEIVED
sEP 0 3 2021
CHAI'IHASSEN PLANNlliG DEm
53333
Section 3: Property Owner and Applicant lnformation
APPLICANT OTHER THAN PROPERW OWNER: In signing this application, l, as applicant, represent to have obtained
authorization from the property owner to file this applic€tlon. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by
lhe property owner, I have attached separate documentation of full legalcapacity to file the application. This application
should be processed in my name and I am the pany whom the City should conlact regarding any matler pertaining to this
application. I will keep myse,f informed of the deadlines for submission of matedal and the progress of this application. I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certiry that the information and exhibits submitted are hue and corect.
Name: Level 7 Development LLC Contact: Mark Nordland
Cell:
Fax:
Date
612) 812-7020
Signature :]:--913t21
PROPERW OWNER: ln signing this application, l, as property owner, have tull legal capacity to, and hereby do,
aulhorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep mysetf informed of
the deadlines for submission of material and the p.ogress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimale prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Level 7 Development LLC
Address:4600 Kings Point Road
City/Statezip
Email:
Minnetrista, MN 55331 Cell:
Fax:
Dale
612) 812-121 I
Bahra
Signatu
q
PROJECT ENGINEER (if applicable)
Name: Landform Professional Services, LLC
Address 105 South Fifth Avenue, Suite 513
City/State/Zip cell:
Fax:Email (612\ 252-9077
Who should receive copies of staff reports?'Other Contac{ lnfomatlon:
Name: KendrsLindahlPropertyOwnerVia:
Applicant Via:
Engine€r Ma:
Other' Ma:
Email
A Email
E Email
EI Emait
105 South Fifth Avenue, Suite 513
Minnea MN 55401
INSTRUCTIoNS TO APPLICANT; Complete all necessary form fields, then select SAVE FORM to save a copy to your
dovice. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORltit to send a digitat
copy to the city for processing.
SAVE FORM PRINT FORM SUBMT FORM
This application must be completed in full and must be accompanied by all inbrmation and plans required by
applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklisl
and confer with the Planning Dopartment to determine the specific ordinance and appliceble procedural
requirements and fees.
A determination of completeness of the application shall be made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
na ! uaileo Paper copy
E uanea Paper Copy!
Maited Paper Copy
tritailed Paper Copy
City/Statezip:
Email:klindahl(Alandfom.net
Address. 4600 Kings Point Road
City/Slate/Zip: Minnetrisla, MN 55331
Email. mnordland@nordlandpa(ners.com
Phone:
Name:
Minneapolis, MN 55401
ssabraski@landform.net
gontr.1. Bahram Akradi
Phone: (952)2294777
gon1""1. Steven Sabraski
ph6ngl (612) 6384243
Section 4: Notification lnfolmation
Address:
54334
Narrative
Avienda Townhomes
Preliminary and Final Plat
Prepared for:
Level 7 Development LLC
September 3, 2021
SUBMITTED TO
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55345
PREPARED BY
Landform Professional Services, LLC
105 5th Ave S, Suite 513
Minneapolis, MN 55401
Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC
55335
TABLE OF CONTENTS
Introduction .................................................................................................................................................. 1
Preliminary Plat ............................................................................................................................................. 1
Final Plat ........................................................................................................................................................ 1
Summary ....................................................................................................................................................... 1
Contact Information ...................................................................................................................................... 2
56336
Avienda Townhomes, Chanhassen, MN September 3, 2021
SCD14001.CUD 1
Introduction
On behalf of Level 7 Development LLC, Landform is pleased to submit this application for preliminary plat and final
plat approval to allow construction of 39 villa homes. The project will plat Outlots A and C of Avienda into 39 unit lots,
three common lots and three outlots. We are excited to offer new homes in the Avienda development.
Preliminary Plat
We have begun grading the site and are preparing for construction of Bluff Creek Boulevard, Avienda Parkway and
the related utilities to serve the site. The plat to create the right-of-way and outlots is under review at the County and
is expected to be finalized and recorded this month.
PUD Standards
The preliminary plat shows 39 new villa homes surrounded by a common lots with green space, which is consistent
with the approved PUD. The robust landscape plan exceeds ordinance requirements.
As part of the original PUD approvals, the City required Avienda to provide a connection from the existing Mills Drive
on the west to Avienda Parkway. This new public street connection is provided and will provide access for 12 of the
new homes. A private drive will be constructed north of Mills Drive to serve the other homes in Block 1 and a private
drive from Bluff Creek Boulevard will serve the eight homes in Block 3. The private drives are 28 feet wide with
parking on one side of the drive.
Architecture
The homes will be constructed by Charles Cudd Co. and will provide two high-quality housing options as Phase 1 of
Avienda. The homes in Blocks 1 and 2 are planned as the Coventry villas. The homes are a mix of slab-on-grade,
lookout and walkout styles with two-car garages. The homes in Block 3 are planned as the Interlachen villa walkouts
with three-car sideloaded garages. These homes have been designed to take advantage of the views to the wooded
area on the south.
Final Plat
Final Plat
We are requesting approval of the final plat for these 39 new homes to be processed concurrently with the
preliminary plat. The final plat is in conformance with the preliminary plat and PUD approvals.
Summary
We respectfully request approval of the Preliminary Plat and Final Plat for “Avienda Townhomes” to allow
construction of 39 new homes in Avienda. We request that this item be placed on the October 5th Planning
Commission and October 25th City Council agendas.
57337
Avienda Townhomes, Chanhassen, MN September 3, 2021
SCD14001.CUD 2
Contact Information
This document was prepared by:
Kendra Lindahl, AICP
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
Any additional questions regarding this application can be directed to Kendra Lindahl at klindahl@landform.net or
612.638.0225.
58338
AVIENDA TOWNHOMES
CHANHASSEN, MINNESOTA
NORTH
NO SCALE
AREA LOCATION MAP
ABBREVIATIONS
MODULAR RETAINING WALL
FIELDSTONE RETAINING WALL
NEW
CATV UNDERGROUND CABLE/TV
EXISTING DESCRIPTION DESCRIPTION
STORM SEWER
WATERMAIN
FORCE MAIN
SANITARY SEWER-WASTE
ROOF DRAIN SYSTEM
GAS LINE-UNDERGROUND
FIRE LINE (IF SEPARATE)
FIRE DEPT. CONNECTION
SOIL SUBDRAIN
TELEPHONE-UNDERGROUND
ELECTRIC-UNDERGROUND
LAWN SPRINKLER SLEEVE
RIPRAP
FM
STS
RD
GATE VALVE
WTR
SAN
BLDG.
FIRE
GAS
HYD
TELE
ELEC
X"SSD
LSS
C.O.
MAJOR CONTOUR
BUILDING
SPOT ELEVATION
120
CONCRETE
SLOPE DIRECTION
CONCRETE CURB
GUARD RAIL
FENCING
CONCRETE RETAINING WALL
HEIGHT, TYPE
POWER POLE
LIGHT STANDARD
EXIT LOCATION
UNDERGROUND STRUCTURE
EDGE OF PAVEMENT
BOLLARD
CANOPY/OVERHANG
BIT. EDGE
FES
CATCH BASIN
MANHOLE
SYMBOLS
LANDSCAPING
GRAVEL
FLAG POLE
POWERPOLE
GUARD POST
GAS METER
TREES
TRAFFIC SIGN
WATER MAIN
SANITARY SEWER LINE
STORM SEWER LINE
OVERHEAD ELECTRIC
MAJOR CONTOUR
SPOT ELEVATION
CONCRETE
BUILDING
CANOPY / OVERHANG
120
GM
12"STS
8"SAN
LT
FENCING
CONCRETE CURB
RETAINING WALL
OE
MANHOLE
WATER VALVE
FIRE HYDRANT
FLARED END SECTION
CATCH BASIN
6"WTR
XX
HEIGHT, TYPE
1 NOTE NUMBER
GUY WIRE
IRON MONUMENT FOUND
WATER SHUT-OFF VALVE
l l
MEASURED DISTANCE
DISTANCE PER RECORDED PLAT
UNDERGROUNDTELEPHONEUT
UNDERGROUNDELECTRICUE
GASLINEG
PAVING BLOCK
PAVING BLOCK
SET 1/2" X 14" IRON PIPE
TRANSFORMER
TREE LINE
MB
MAILBOX
SURVEY DISK (BENCHMARK)
WSO
BITUMINOUS
SOIL BORING
B-X
123.45
1.00
234.5
LIGHT POLE
MINORCONTOUR123MINORCONTOUR123
SILT FENCE
SYMBOL DESCRIPTION
REVISED AREA (THIS ISSUE)
REVISION - ADDENDUM, BULLETIN, ETC.
NOTE REFERENCE
LARGE SHEET DETAIL
COORDINATE POINT
PARKING STALL COUNT
DESCRIPTIONSYMBOL
EROSION CONTROL SYMBOLS
DRAWING SYMBOLS
n n n
LEGAL DESCRIPTION
BENCHMARK
INLET PROTECTION
C21
C7.3
1
12
2
SITE BENCHMARK:
BM-1 : TOP NUT OF HYDRANT
LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.
ELEVATION = 921.32 )
BM-2 : TOP NUT OF HYDRANT
LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD.
ELEVATION = 913.82 )
Outlot A and C, Avienda, Carver County, Minnesota
3
DESCRIPTIONSHEETNO.
CIVIL & LANDSCAPE TITLE SHEET
PRELIMINARY PLAT
EXISTING CONDITIONS
SITE PLAN OVERALL
SITE PLAN NORTH
SITE PLAN SOUTH
GRADING, DRAINAGE, PAVING
EROSION CONTROL OVERALL
GRADING, DRAINAGE, PAVING
EROSION CONTROL NORTH
GRADING, DRAINAGE, PAVING
EROSION CONTROL SOUTH
UTILITIES - OVERALL
UTILITIES - NORTH
UTILITIES - SOUTH
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
LANDSCAPE PLAN - OVERALL
ENLARGED LANDSCAPE PLAN - NORTH 'A'
ENLARGED LANDSCAPE PLAN - NORTH 'B'
ENLARGED LANDSCAPE PLAN - SOUTH
LANDSCAPE DETAILS
CERTIFICATIONS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
OWNER
C0.1
C0.2
C1.1
C2.1
C2.1A
C2.1B
C3.1
C3.1A
C3.1B
C4.1
C4.1A
C4.1B
C7.1
C7.2
C7.3
L2.1
L2.2
L2.3
L2.4
L7.1
PROJECT CONTACTS
08.
31.
2109.
08.
21X
X
X
X
X
X
X
X
X
X
X X X X
SHEETS ISSUED BY
DATE COMPOST/
BIO
LOG))))))))))))))))))))D
Angle And @ At 100 YR.
100 Year Flood Elevation
A.B.Anchor Bolt
A.D.Area Drain A/
C Air
Conditioning Unit
ADD.Addendum ADDL.
Additional ADJ.Adjacent / Adjust
AHU Air
Handling Unit
ALT.Alternate
ALUM.Aluminum
ANOD.Anodized APPROX.
Approximate ARCH
Architect / Architectural
AUTO.Automatic AVG.Average B.
C.Back of Curb B/
W Bottom of Wall
BFE Basement Floor
Elevation BIT
Bituminous (Asphaltic)
BLDG Building
BM Benchmark BSMT.Basement
C.F.Cubic Feet C.F.S.
Cubic Feet Per Second
C.G.Corner Guard
C.J.Control
Joint C.L.Centerline C.M.
U.Concrete Masonry
Unit C.O.Cleanout C.O.E.U.S.
Army Corps Of Engineers
C.Y.Cubic
Yards CB Catch Basin
CBMH Catch
Basin Manhole CEM.Cement
CIP Cast Iron Pipe
CMP Corrugated Metal
Pipe CONC.
Concrete (Portland)
CONN.Connection
CONST.Construction
CONT.Continuous
CONTR.Contractor
COP.Copper CU.Cubic
D.S.
Down Spout DEG.
Degree DEMO.
Demolition / Demolish
DEPT.Department
DET.Detail
DIA.Diameter
DIAG.Diagonal DIM.Dimension
DIP Ductile
Iron Pipe
DN Down
DWG.Drawing E.East
E.J.Expansion Joint
E.O.Emergency Overflow E.O.
S.Emergency Overflow Swale
E.W.Each Way
EA.Each
EL.Elevation
ELEC.Electrical
ELEV.Elevation
EMER.Emergency
ENGR.Engineer
ENTR.Entrance
EQ.Equal
EQUIP.Equipment
EQUIV.Equivalent
EXIST.Existing EXP.Expansion F &
I Furnish and Install F.B.
O.Furnished by Others F.
C.Face of Curb
F.D.Floor Drain F.D.
C.Fire Department Connection
F.V.Field
Verify FB Full Basement FBWO
Full Basement Walk Out FBLO
Full Basement
Look Out FDN.Foundation
FES Flared End Section
FFE Finished
Floor Elevation FLR.
Floor FT.
OR (')Foot FUT.Future
G.B.Grade Break
G.C.
General Contractor
GAL.Gallon GALV.Galvanized
GFE Garage
Floor Elevation
GL.Glass
GR.Grade H.Height
H.P.High Point HDPEP
High Density
Polyethylene Pipe
HGT.Height HORIZ.Horizontal HVAC
Heating, Ventilation,
Air Conditioning HYD Hydrant I.D.
Inside Dimension OR Identification I.E.
or IE Invert
Elevation IN.
OR (")Inches INFO.
Information INL.
Inlet Elevation INSUL.
Insulation INV.
Invert Elevation JT.Joint
L.F.Linear Feet L.P.
Low Point /
Liquid Petroleum LB.Pound
LGU Local
Government Unit
LB.Pound LB.
Longitudinal LT.
Light / Lighting
MAINT.Maintenance
MAS.Masonry
MATL.Material
MAX.Maximum
MECH Mechanical
MED.Medium
MFR.Manufacturer MH
Manhole MIN.
Minimum / Minute MISC.Miscellaneous MNDOT
Minnesota Department Of
Transportation MOD.
Module / Modular
MUL.Mullion N.North N.I.
C.Not In
Contract NO.
OR #Number NOM Nominal
NTS Not to Scale
NWE Normal Water Elevation
NWL Normal Water Level
O.F.On Center
O.G.Outside Dimension
O.H.
Overhead Electric OH.Overhead OHWL
Ordinary High
Water Level
OPNG.Opening ORIG.Original P.
C.Point of Curvature P.
I.Point of Intersection
PIV Post Indicator Valve P.L. OR
P/L Property Line P.O.
B.Point of Beginning P.S.F.
Pounds Per Square Foot P.S.I.
Pounds Per Square Inch P.
T.Point of Tangency P.V.C.
Point of Vertical Curvature P.V.I.
Point of Vertical Intersection P.V.T.
Point of
Vertical Tangency PE
Polyethylene PED.
Pedestal / Pedestrian
PERF.Perforated
PREP.Preparation
PROJ.Project PROP.Proposed PVC
Poly-Vinyl-
Chloride (Piping)
PVMT.Pavement
QTR.Quarter
QTY.Quantity
R Radius RAD.Radius
RE Rim Elevation (Casting)
R.D.Roof Drain
R.E.Remove Existing
R.O.Rough Opening
R.P.Radius Point
RC Reinforced Concrete Pipe
R.S.Rough Slab
RSD Roof
Storm Drain
RE.Regarding REINF.
Reinforced REQ'D
Required REV.Revision / Revised
RGU Regulatory Government Unit ROW OR R/
W Right
of Way S.South
S.F.Square
Feet SAN.
Sanitary Sewer SECT.Section SE
Split Entry /Side Exit SEWO Split Entry Walk Out /
Side Exit
Walk Out
SHT.Sheet
SIM.Similar
SLNT.Sealant
SPEC.Specification SQ.
Square SSD Subsurface drain
STMH Storm
Sewer Manhole
STD.Standard
STRUCT.Structural
SYM.Symmetrical T Thickness T/
R Top of Rim T/
W Top
of Wall TEMP.
Temporary THK.Thick / Thickness
T.J.Tooled Joint
TNH Top
Nut Hydrant TYP.Typical U.N.
O.Unless Noted Otherwise
V.B.Vapor Barrier
V.C.Vertical Curve V.I.
F.Verify
In Field
VER.Verify
VER.Vertical
VEST.Vestibule W Width
W.PT.Working Point W.W.
F.Welded
Wire Fabric W/
With W/O
Without WO
Walk Out
VER.Wetland
WP Waterproof
WETL.Weight
YD.YardYR.
Year UNDERGROUND FIBER
OPTICFO EROSION
CONTROL BLANKET
PROGRESS
SET
CITY SUBMITTAL SES
SES 31 AUG
2021 08
SEP 2021
PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES
DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS
BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A
VALID DOCUMENT. PLEASE CONTACT THE ENGINEER
TO
REQUEST
ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION
105 South
Fifth Avenue Suite
513 Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-
9077 Web: landform.net Landform®and Site to Finish®are registered service marks of
Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW CONTACT ENGINEER
FOR ANY PRIOR
HISTORY
ISSUE /
REVISION
HISTORY
DEVELOPER MUNICIPALITY
AVIENDA TOWNHOMES
CHANHASSEN, MN CITY
SUBMITTAL SEPTEMBER
08, 2021 SCD14001.CUD
2021LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT
RD
MINNETRISTA, MN
55331 SITE
LYMAN BLVDLYMAN
BLVDPOWERS BLVDPIONEER
TRAIL
AUDUBON
RDGREAT
PLAINS
BLVDHAZELTINE
LAKE
LAKE
RILEY
101 101
101 14
14
212
212 212 CHANHASSEN, MN LAKE SUSAN 18 17 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER
UNDER THE LAWS OF
THE STATE OF
MINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT
UNDER THE LAWS OF
THE STATE OF
MINNESOTA.JOSHUA K. POPEHN,
RLA LICENSE NUMBER:DATE:
47165
08
SEPTEMBER,
2021
44803 08
SEPTEMBER, 2021
X X
X X
C001SCD001.DWG CIVIL & LANDSCAPE
TITLE SHEET C0.1
LEVEL 7 DEVELOPMENT,
LLC 4600 KINGS POINT
RD MINNETRISTA, MN
55331 TEL 612-
812-
7020 CONTACT: MARK NORDLAND EMAIL: mnordland@nordlandpartners.
com LANDFORM 105
SOUTH FIFTH AVENUE, SUITE
513 MINNEAPOLIS, MN
55401 TEL
612-
252-9070 CONTACT: STEVE SABRASKI CIVIL
ENGINEER LANDFORM 105
SOUTH FIFTH AVENUE, SUITE
513 MINNEAPOLIS, MN
55401
TEL
612-252-9070 CONTACT: LARRY HUHN
SURVEYOR LANDFORM 105
SOUTH FIFTH AVENUE, SUITE
513 MINNEAPOLIS, MN
55401 TEL
612-
252-
9070
CONTACT:
JOSH
POPEHN
LANDSCAPE
ARCHITECT
X339
COCO
XXXCOCO
SIG.
BASE
SIG.
BASE
SIG.
BASE
SIG.
BASE
SIG.
BASE
SIG.
BASE
CABXHH
CABX
CABX
SSMH
RE=936.6
IE=925.3(E)
IE=925.2(W)SSMH
RE=937.7
IE=925.9(W)
HH
SIG.
BASE
SIG.
BASE
LT
SIG.
BASE
EM
SIG.
BASE
SIG.
BASE
SIG.
BASE
HH
SIG.
BASE
SIG.
BASE
SIG.
BASE
CABX
LT
LTMB
XX
XXX X X X X X X X X X X X X X X
FO FO FO FO FO FO
FO
FO
SSMH
RE=915.2
IE=884.1
BM-2 (TNH)
913.82
BM-1 (TNH)
921.32
WETLAND
6
WETLAND #3
WETLAND
4
WETLAND #10XX
FO FO FO
FO
FO
FO
FO
16"
DIP16"
DIP8"P
V
C@0.
5 3
EX.
8"PLUG IE.=
876.
67 SSMH RE=
889.5 IE=
876.
2
13
14
15
16
17
18
19
20
21
22
23
123
4
5
6
7 8 B L O C
K
2
1
2
3
4
5
6 7 8 9
10
11
12
249
9
9 1 2 3 4 5
6
7
8
9 9 B L O C
K
1
24
24
24 23 B L O C
K 3 B L O C
K
1
58
0 7 125.7 6 2 .1 93.4 8
1 .
4
190.
85 5
079.9 5
7 0.
6 221.0 1
1 6 .6
199.
9849.0105.
0 125.7
60.
0360.
0346.
7 105.
031.
4 145.0125 7
122.3 115.231 4145.0277.
8256.260.
4122.146.
382.03
3 1 .5 66.
568.052.0161.63 0 .9
8 5.1
107.8 44 .9
160.
7 3 4
0.4 340.1
2 5
5 .8
56 .
3
37.
0
56.
9
50.
743.88
3 .6
2 4
4 .3
38.6
709.4152.11173.514.689.0109.285.58 9 2 83.5
105.4
123.1
128.9195.7208.6263.
055.6
55.3
57.0
56.5
56.5
67.4
70.6 56.5 102.056.5 54.
256.556.556.564.
065.5
60.0105.
1106.0102.
2102.0102.
0102.0107.0102.
055.055.
055.055.055.055.
055.055.
055.055.
088.0
88.0
88.088.
0 88.0 88.
055.
0 55.
0 55.
0 55.
055.054.
988.088.
088.088.
055.055.
055.055.
055.088.
0 55.
055.055.
088.0
88.0
88.0
29.658.
4 29.
6 52.
7 56.
6 54.
0 90.
461.5
69.6
65.2
90.390.
290.290.
790.755.
455.0
55.0
60.3
55.055.
055.055.
055.055.
055.088.
055.055.
055.055.
055.055.
055.088.
0 88.
0 88.
0 88.
0 88.
0 88.
0 88.
0 55.
055.055.
055.055.
055.055.
055.055.
055.055.
055.055.
055.088.
0 88.
0 88.
0 88.
0 88.
0 88.
0 88.
0 Parcel
Table 1/
1 2/
1 3/
1 4/1
5/1
6/1
7/1
8/1
9/1
10/1
11/1
12/1
4,840
4,962
5,218
5,323
5,707
5,218
Parcel Table
13/1
14/1
15/1
16/1
17/1
18/1
19/1
20/1
21/1
22/1
23/1
24/1
4,840
153,000
Parcel Table
1/2
2/2
3/2
4/2
5/2
6/2
7/2
8/2
9/2
OUTLOT A
OUTLOT B
OUTLOT C
Area (S.
F.)4,
840 31,
879 66,
747 212,
604 992,
133 Lot/BlockParcelTable
1/3 2/33/3 4/3 5/
3 6/
3 7/
3
8/
3 9/3
6,101 6,
274 6,
166 5,
763
5,763 6,461
6,496
5,763 70,
451 4,840 4,
840 4,840 4,
840 4,840
4,840 4,840 4,840 4,840 4,840 4,840 4,840
4,840 4,840
4,840 4,840 4,840
4,840 4,
840
4,
840
4,
840 4,
840 4,
840 Area (S.
F.)Lot/
Block Area (S.F.)
Lot/BlockArea (S.F.)
Lot/Block PROGRESS
SET CITY
SUBMITTAL
SES
SES 31
AUG
2021 08 SEP
2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105
South Fifth Avenue Suite 513 Minneapolis,
MN 55401 Tel: 612-
252-9070 Fax:
612-252-9077
Web: landform.net Landform®
and Site to Finish®
are registered service marks of Landform
Professional Services, LLC.DATE
ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR
ANY PRIOR HISTORY
ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA
TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD
2021LEVEL 7 DEVELOPMENT, LLC 4600
KINGS POINT RD MINNETRISTA,
MN 55331
C002SCD001.DWG PRELIMINARY PLAT C0.2 NORTH 0
120 240 THE
PROPERTY340
15" RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO COOEOEOEOE
15" RCPSSMH RE=
937.7 IE=925.
9(
W)>>
II15" RCPBOULDERRET. WALWOOD
FENCEWROUGHT IRON FENCETW ELEV.
921.2BW ELEV. 918.
07TW
ELEV. 930.8BW
ELEV. 927.1>I
15" RCPCBRE=913.9IE=
909.8CBRE=913.9IE=
909.0 (NW)IE=
908.
8 (NE)IE=
906.
0 (SE, SW)
CBRE=935.
9IE=931.4(
S)IE=931.
3(W)CBRE=
936.0IE=931.8CBRE=
924.
8IE=
920.7>>>>>>CB
RE=931.3 IE=
926.9(E)IE=
926.
8(NE)CB
RE=930.3 IE=
925.3(N)IE=
926.8(E)IE=
925.2(SE)IE=
925.
1(W)CB
RE=
912.8 CB
RE=912.
4 RCP15
IE=907.0WETLAND #3EX.8"PLUGIE.=876.6715"
RCPCOCOOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECO
COOEOEOEOE
15"
RCPSSMH
RE=
937.
7
IE=925.
9(W)>>
II15"
RCPBOULDERRET.
WALWOOD FENCEWROUGHT IRON
FENCETW ELEV. 921.
2BW ELEV.
918.07TW
ELEV. 930.8BW ELEV. 927.1>I 15" RCPCBRE=913.9IE=
909.8CBRE=913.9IE=909.0 (NW)IE=
908.8 (NE)IE=906.0 (SE, SW)CBRE=935.
9IE=931.4(S)IE=931.
3(
W)
CBRE=936.0IE=931.
8CBRE=924.
8IE=920.7>>>>>>
CB RE=931.3
IE=926.9(E)
IE=926.8(
NE)CB RE=930.3 IE=925.3(N)IE=926.8(E)IE=
925.2(SE)IE=
925.1(W)CB RE=912.
8 CB RE=
912.
4
RCP
15
IE=907.
0WETLAND #3EX.
8"PLUGIE.=876.
6730' BUILDING
SETBACK20' PARKING SETBACKBLUFF CREEK
BLVD.AVIENDA P A
R K W
A Y
BLUFF
CREEK
OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF
CREEKOVERLAY
DISTRICTPRIMARY BOUNDARYOUTLOT CBLUFF
CREEK341
XXWETLAND #3MILLSDRIVEPRIVATE
DRIVE NW13141516 1718192021222312345678B
L O CK2123456789101112PRIVATEDRIVES.DROP 1 FT.DROP 1 FT.DROP 1 FT.
DROP 1 FT.DROP 1 FT.DROP 1 FT.
DROP 1 FT.
DROP 1 FT.
DROP 1 FT.
DROP 1 FT.
DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP
1
FT.DROP
1 FT.DROP
1 FT.
DROP
1 FT.
DROP 1 FT.
DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP
1
FT.DROP
1 FT.DROP
1 FT.
DROP
1 FT.
249991234567899B L O
C K
124242423GF=
926.5926.
8 (FFE)SOG926.
3GF=928.
8929.
1 (FFE)
SOG928.6GF=930.
8931.1 (
FFE)
SOG930.6GF=
927.1919.8FBWO919.
3GF=926.
6919.
3FBWO918.8GF=
924.5917.2FBWO916.
7GF=922.9915.
6FBWO915.
1GF=921.
8914.5FBWO914.0GF=
914.8906.
8FBWO906.
3GF=915.
6907.6FBWO907.1GF=
916.5908.5FBWO908.
0GF=
917.2909.
2FBWO908.7GF=918.
0910.0FBWO909.5GF=
920.
1912.1FBWO911.
6GF=922.5914.
5FBWO914.0GF=924.
5916.
5FBWO916.0GF=
930.6 923.
3 FBWO 922.
8
GF=932.
9 925.6
FBWO 925.1
GF=
934.3
927.0 FBWO
926.5 GF=
935.
7 930.
2 FBWO 929.
7 GF=935.
1
927.8
FBWO 927.3
GF=936.1
928.
8 FBWO
928.3 GF=
936.2 928.
9
FBWO 928.
4 GF=936.
2 928.
9
FBWO 928.
4 GF=935.
3 928.
0
FBWO 927.
5 GF=
934.5 927.2 FBWO
926.7 GF=931.
8 931.2(FFE)
SOG 931.6GF=933.6926.3
FBWO 925.
8 GF=
932.
5
932.8(FFE)
SOG 932.3
GF=933.
7 934.
0(
FFE)SOG 933.5
GF=934.
5 934.8(
FFE)SOG 934.3
GF=936.3 936.
6(FFE)SOG
936.1 GF=936.4 936.7(FFE)SOG 936.2 GF=936.1
936.4(FFE)SOG
935.9 GF=935.5 936.
8(FFE)SOG
935.
3
GF=
934.
8 935.
1(FFE)
SOG 934.6
GF=933.
9 934.2(FFE)
SOG 933.7 GF=
932.2 924.
9 FBLO
924.4
GF=
929.6
922.
3 FBWO 921.
8 0+00 1+00 1+11.
46 B L O C K3B
L O C K1SEE
SHEET C2.1A
SEE SHEET C2.
1B 30' BUILDING SETBACK20'
PARKING SETBACKBLUFF CREEK BLVD.
AVIENDA P A R K W
A Y BLUFF CREEK
BLVD.PROGRESS SET
CITY SUBMITTAL SES
SES 31 AUG
2021 08 SEP 2021 PROJECT NO.
FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis,
MN 55401 Tel: 612-252-
9070 Fax: 612-
252-
9077
Web: landform.net
Landform®and
Site to
Finish®are
registered service
marks of
Landform Professional Services,
LLC.
DATE ISSUE / REVISION
REVIEW
CONTACT
ENGINEER FOR ANY
PRIOR HISTORY
ISSUE /
REVISION HISTORY
DEVELOPER MUNICIPALITY
AVIENDA TOWNHOMES
CHANHASSEN, MN
CITY SUBMITTAL
SEPTEMBER 08,
2021 SCD14001.
CUD 2021LEVEL
7 DEVELOPMENT,
LLC 4600
KINGS POINT RD MINNETRISTA, MN 55331 C201SCD001.DWG SITE PLAN OVERALL C2.1 NORTH
0 60 120 THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30
FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.
REAR =
10
FT.
SIDE = 10 FT.RESIDENTIAL =
20 FT.
LOT COVERAGE
INFORMATION IS AS FOLLOWS:
LOT AREA MINIMUM =
10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100
FT.7.74
Ac)
IMPERVIOUS
PERVIOUS TOTAL 337,
142
125,
374 211,768
S.F.
S.F.
S.F.
7.74
Ac)IMPERVIOUS
PROPOSED (WEST LOT):
TOTAL
PERVIOUS EXISTING (WEST
LOT):
337,
142 0 337,
142 S.
F.
S.F.
S.F.
100.0%
37.2%
62.8%
100.0%
0.0%
100.0%
OBTAIN ALL
NECESSARY PERMITS
FOR342
XXMILLS DRIVEPRIVATEDRIVE
NW131415 161718192021222312345678B L
O C K2123456789101112DROP1FT.DROP
1 FT.DROP1FT.DROP1FT.DROP
1 FT.DROP 1 FT.DROP 1 FT.DROP
1 FT.DROP
1 FT.DROP
1 FT.DROP
1 FT.DROP
1 FT.
DROP
1 FT.
DROP 1 FT.
DROP 1
FT.
DROP 1
FT.DROP 1
FT.24999B
L
O C
K 124242423GF=926.
5926.8 (
FFE)
SOG926.3GF=
928.8929.1 (
FFE)SOG928.
6GF=
930.8931.
1 (FFE)SOG930.
6GF=927.
1919.
8FBWO919.3GF=
926.6919.3FBWO918.
8GF=924.
5917.
2FBWO916.7GF=
922.9915.6FBWO915.
1GF=921.
8914.
5FBWO914.0GF=
930.6 923.
3 FBWO
922.
8 GF=
932.9 925.
6 FBWO
925.
1 GF=
934.3 927.
0 FBWO 926.
5
GF=935.
7 930.2
FBWO 929.
7
GF=935.
1 927.8
FBWO 927.3
GF=
936.1
928.8 FBWO
928.3 GF=
936.
2 928.
9 FBWO 928.
4 GF=936.
2
928.9
FBWO 928.4
GF=935.3
928.
0 FBWO
927.5 GF=
934.5 927.
2
FBWO 926.
7 GF=931.
8 931.2(
FFE)
SOG 931.
6 GF=933.
6 926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(
FFE)
SOG 934.
3 GF=936.
3 936.
6(
FFE)SOG
936.1 GF=936.4 936.7(FFE)SOG 936.2 GF=936.1
936.4(FFE)SOG 935.9 GF=935.5 936.8(FFE)
SOG 935.
3 GF=934.8 935.1(FFE)SOG
934.6
GF=933.9 934.2(FFE)SOG 933.
7 GF=
932.2
924.9
FBLO 924.
4 GF=
929.6
922.3
FBWO 921.
8B LOCK120.5'20.5'
20.5'20.
5'20.5'
20.5'
20.5'
17.
8'
20.5'20.
5'20.5'
20.5'
20.5'
20.
5'20.5'20.
5'20.
5'20.5'
20.5'20.5'
20.5'20.5'
20.5'20.
5'20.5'20.5'20.5'20.5'20.5'20.5'20.
5'DRAINAGE AND UTILITY
EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE
AND UTILITY EASEMENT
DRAINAGE
AND
UTILITY
EASEMENT
AVIENDA P
A R
K W A
Y 20'
PARKING SETBACK 30' BUILDING
SETBACK PROGRESS SET CITY
SUBMITTAL SES SES
31 AUG
2021 08
SEP
2021 PROJECT
NO.
FILE NAME LANDFORMcPROJECT
105 South Fifth Avenue Suite 513 Minneapolis,
MN 55401 Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site
to Finish®are registered
service marks of Landform
Professional Services, LLC.DATE ISSUE / REVISION
REVIEW CONTACT ENGINEER FOR
ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER MUNICIPALITY AVIENDA
TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER
08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS
POINT RD MINNETRISTA, MN 55331
C201SCD001A.DWG SITE
PLAN
NORTH
C2.1A NORTH
0 40
80 THE
PROPERTY IS
ZONED PUD -
REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION
IS
AS FOLLOWS:FRONT
YARD =
5
FT.REAR = 5
FT.RESIDENTIAL =
30
FT.PUD
EXTERIOR = 30
FT.BLUFF
CREEK = 40
FT.PARKING
SETBACK INFORMATION
IS AS
FOLLOWS:FRONT
YARD = 10
FT.REAR =
10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:
LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE LOT WIDTH MINIMUM = 100 FT.7.
74 Ac)IMPERVIOUS PERVIOUS TOTAL 337,142 125,374 211,768 S.F.
S.F.S.F.7.74 Ac)IMPERVIOUS PROPOSED (WEST LOT):TOTAL PERVIOUS EXISTING (WEST
LOT):
337,
142
0 337,142 S.
F.S.
F.S.
F.100.0%37.
2%62.8%
100.0%0.0%100.0%OBTAIN ALL NECESSARY PERMITS FOR
CONSTRUCTION WITHIN, OR
USE
OF,
PUBLIC RIGHT-OF-
WAY.
THE
DIGITAL FILE, WHICH
CAN BE
OBTAINED FROM
THE ENGINEER,
SHALL BE
USED FOR
STAKING. DISCREPANCIES BETWEEN
THE
DRAWINGS AND THE
DIGITAL
FILE
SHALL BE REPORTED
TO THE
ENGINEER.
DIMENSIONS SHOWN
ARE TO
FACE OF
CURB AND
EXTERIOR FACE
OF BUILDING
UNLESS NOTED
OTHERWISE.2.
3.4.
GREEN SPACE (
LANDSCAPE AREA)
GENERAL NOTES AREASUMMARY
ZONING
AND
SETBACK
SUMMARY SITE
PLAN
NOTES FOR
CONSTRUCTIONSTAKING
AND
SURVEYING SERVICES
CONTACTLANDFORMPROFESSIONAL
SERVICES AT 612.
252.9070.1.LEGEND
2.74 Ac)
IMPERVIOUS PERVIOUS TOTAL 119,
239 45,382 73,857
S.F.S.F.S.F.2.
74 Ac)
IMPERVIOUS PROPOSED (SOUTHLOT):
TOTAL343
BLUFF CREEK BLVD
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK
OVERLAY DISTRICT
PRIMARYBOUNDARYBLUFF
CREEK BLVD.PRIVATE
DRIVE
S.
DROP 1 FT.DROP
1
FT.
DROP
1
FT.DROP1FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP
1
FT.1
2 3 4
5 6
7
8 9
9 GF=91
4 8
906.
8 FBWO
906.3 GF=
915.6
907.
6 FBWO
907.1 GF=
916.5
908.
5 FBWO
908.0 GF=
917.2
909.
2 FBWO
908.7 GF=
918.0
910.
0 FBWO
909.5 GF=920.1
912.
1
FBWO 911.6
GF=
922.
5
914.
5 FBWO
914.0
GF=
924.
5 916.5
FBWO 916.0
0+001+
001+11.
46B
L O C K
3 12'
12'12'12'
12'12'12'12'
PROGRESS SET CITY SUBMITTAL
SES SES 31
AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcPROJECT 105 South Fifth Avenue
Suite 513 Minneapolis, MN
55401 Tel: 612-252-9070 Fax:
612-252-9077
Web:
landform.
net
Landform®
and Site
to Finish®
are registered service
marks of
Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR
ANY PRIOR
HISTORY ISSUE /
REVISION
HISTORY DEVELOPER
MUNICIPALITY
AVIENDA TOWNHOMES CHANHASSEN,
MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.
CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600
KINGS POINT RD MINNETRISTA,
MN 55331 C201SCD001.
DWG SITE PLAN
SOUTH C2.1B NORTH
0 40 80 THE
PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS
AS FOLLOWS:FRONT
YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.PUD EXTERIOR = 30
FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS
FOLLOWS:FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE =
10
FT.RESIDENTIAL = 20
FT.LOT
COVERAGE INFORMATION
IS AS
FOLLOWS:LOT
AREA MINIMUM =
10,000 S.
F =
0.23 ACRE
LOT
WIDTH
MINIMUM = 100 FT.
7.74
Ac)
IMPERVIOUS PERVIOUS
TOTAL 337,
142 125,
374 211,
768 S.
F.S.
F.S.
F.7.
74 Ac)
IMPERVIOUS PROPOSED (
WEST LOT):TOTAL PERVIOUS EXISTING (WEST LOT):337,142 0 337,142 S.F.
S.F.S.F.100.0%37.2%62.8%100.0%0.0%100.0%
OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-
WAY.THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR
STAKING.
DISCREPANCIES
BETWEEN
THE DRAWINGS AND THE
DIGITAL FILE
SHALL BE
REPORTED TO THE ENGINEER.
DIMENSIONS SHOWN ARE
TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED
OTHERWISE.2.3.
4.
GREEN
SPACE (LANDSCAPE AREA)
GENERAL
NOTES
AREA SUMMARY ZONING
AND SETBACK
SUMMARY SITE
PLAN NOTES
FOR CONSTRUCTION
STAKING AND
SURVEYING SERVICES CONTACT
LANDFORM
PROFESSIONAL SERVICES AT
612.
252.
9070.1.LEGEND
2.74
Ac)
IMPERVIOUS PERVIOUS
TOTAL 119,
239 45,
382 73,
857 S.
F.S.
F.S.
F.2.
74 Ac)
IMPERVIOUS PROPOSED (
SOUTH
LOT):
TOTAL
PERVIOUS EXISTING (
SOUTH
LOT):119,
2390
119,
239 S.
F.S.F.
S.F.100.
0%38.1%61.
9%100.0%
0.0%100.0%
PRIVATE DRIVE 14'TO BACK
14'TO BACK 2 %2 %SURMOUNTABLE CONCRETE
CURB DRAIN
TILEDRAIN TILE 1.5 :
1344
STS>>
STS>>
STS>>STS>>
STS>>STS>>
STS>>STS>>STS>>STS>>
STS>>
STSSTS>>
STS>>
STS>>STS>>
STS>>STS
STS STS>>
STS>>STS>>
2+003+
004+00 5+00
6+007+007+37.
87STS>>STS>>
STS>>STS
STS STS>>
STS>>STS>>
STS>>STS>>STS>>STS>>
STS STS>>
STS>>STS>>
STS>>
STS >>STS>>
STS>>0+
00 1+
002+003+
004+
005+
00STS>>STS>>
STS>>
STS2+
003+
004+
00
5+
006+
007+
007+
37.
87933.
43.
0%
2.
0%934.
62.
0%
L.
P.
935.
91H.
P.2.
3%
931.
74932.
07930.
42928.
78923.
94.
8%
3.
0%
13.
4%2.
0%
2.
0%
936.102.
0%
2.
0%
934.
925.
4%
932.
37932.
55934.
03931.
39931.
7933.
186.
1%
2.
3%
930.
13.
7%
6.
0%
0+
00
1+
002+
003+
004+
005+
00931.
34931.
95929.
86930.
47935.
15.
4%926.
01928.34925.
07930.
8929.
08931.69933.41934.
32934.98922.
46923.98926.
14 935.56930.
11932.43933.82934.55935.21935.63935.73933.14933.99934.80922.89924.674.1%3.0%
3.7%925.02.0%922.46914.98915.82916.
63917.43919.08921.
29923.62922.6510.
0%925.0925.
5925.0924.
54924.67926.
46925.6924.
8925.25924.
3923.9L.
P.923921
920917922924
915910911908912920919
902904896898901904919915919919920916921.30935.
1933.80933.80933.
0933.0931.
8931.
8931.1929.
0931.3928.06933.
002.0%
2.
0%931.
0926.02.8%
924.0924.
34925.
112.0%
H.P.925.
5933.873.
0%
933.3932.
653.0%929.
7924.0921.
7511.
0%921.
75919.646.8%
935.7914.
3392
0 92491
1904 923 9259289
1 8
9
2 2
925925926925922 928930932920916 92
1 914
92
0 92
2 921915 920919917925
921925 926925
911
923 921
924 924 920
922 920
923930929925
925 923
928 921 924
930 934933 934
934
935 934931925
922 93 5927
925 924
922
924 934935
935 936 939
9399 3 7
93
6 936936
926930934924 926 930
935934 933932924 924
9
2 6
9 3 2
9329 29 931928925924930928
929924925
926926 9
3 1 930928929924
926 933933940 938939
935934940914915916918
920 MILLS
DRIVEPRIVATE DRIVE NW
2+003+004+
00
5+00
6+007+007+
37.87PRIVATE DRIVE
S.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP
1
FT.DROP
1 FT.DROP
1 FT.
DROP
1 FT.
DROP
1 FT.DROP 1
FT.%6.9%4.
2%4.5%3.5%3.04.
8 6.
0 5.
1
5.
3%5.1%
5.0%4.
2%4.
8%4.
7%4.3%5.1%5.1%5.2%5.1%
5.3%5.8%6.3%7.7%
7.2%8.5%8.0%3.0 6.6
6.7 6.0 5.3
0+
00
1+002+003+004+
005+00DROP
1 FT.DROP
1 FT.DROP 1
FT.DROP 1 FT.
DROP 1 FT.
DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5926.8 (FFE)
SOG926.3GF=928.8929.
1 (FFE)SOG928.6GF=930.8931.
1 (FFE)SOG930.
6GF=
927.
1919.
8FBWO919.
3GF=926.
6919.3FBWO918.
8GF=924.5917.
2FBWO916.7GF=
922.9915.6FBWO915.1GF=
921.8914.5FBWO914.0GF=
914.8906.8FBWO906.
3GF=915.
6907.6FBWO907.1GF=
916.5908.5FBWO908.0GF=
917.2909.
2FBWO908.
7GF=918.0910.
0FBWO909.5GF=920.1912.1FBWO911.6GF=922.
5914.5FBWO914.0GF=924.5916.5FBWO916.0GF=
930.6 923.3 FBWO 922.8 GF=932.9 925.6 FBWO 925.1
GF=934.3 927.0 FBWO 926.5 GF=935.7 930.2 FBWO 929.7 GF=935.1 927.
8 FBWO
927.3 GF=936.1 928.8 FBWO 928.3 GF=936.2 928.9 FBWO 928.4
GF=936.2 928.9 FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5 927.
2
FBWO 926.7 GF=931.8 931.2(FFE)SOG
931.6 GF=933.6 926.3 FBWO 925.8 GF=932.5 932.8(FFE)SOG 932.3
GF=933.7 934.0(
FFE)SOG 933.5 GF=934.5 934.8(FFE)SOG 934.3 GF=936.3 936.6(
FFE)SOG 936.
1 GF=936.4 936.7(FFE)SOG 936.2 GF=936.1 936.4(FFE)SOG 935.9 GF=935.5
936.8(FFE)SOG 935.3 GF=934.8 935.1(FFE)SOG 934.6 GF=933.9 934.2(FFE)SOG 933.
7 GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 2.7%3.2%
3.3%3.
4%3.1%3.8%3.5%4.8%OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEXX XXXIE=926.9(E)IE=926.8(
NE)
B-
4B-
5B-
8B-
13B-
14B-
25B-
26B-
30WETLAND #
320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK (
TYP)BLUFF CREEK BLVD.AVIENDA P A R K W
A Y BLUFF CREEKOVERLAY DISTRICTBLUFF CREEK BLVD.PROGRESS SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021
PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET
HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER
TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth
Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax:
612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform
Professional Services, LLC.
DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN,
MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001.DWG
GRADING, DRAINAGE, PAVING EROSION
CONTROL PLAN - OVERALL C3.1 NORTH 0 50 100 T/W XXX.XX :Top of
Wall B/W
XXX.XX :Bottom
of Wall Contact
utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical
Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for
reuse. Maintain stockpiles
with maximum 1v:2h slopes.Remove surface and ground
water from excavations. Provide initial
lifts of stable foundation material if exposed soils
are wet and
unstable.Refer to Structural
Specifications for earthwork requirements for building pads.An Independent
Testing Firm shall verify the removal of organic and
unsuitable
soils,
soil
correction,
and
compaction
and
provide
periodic
reports
to the Owner.Place and compact fill using lift thicknesses matched to soil type
and compaction equipment to obtain specified compaction throughout the lift.Compact cohesive soils in paved areas
to 95% of maximum dry density, Standard Proctor (ASTM
D698) except the top 3 feet which shall
be compacted to 100%. Compact to 98% density where fill depth
exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils
all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557).Coordinate with
Architectural
for
building
stoop
locations.
Slopes shown on adjacent walks and pavements should continue over stoops.13.14.15.16.17.18.19.20.
21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls
after areas contributing runoff are permanently stabilized and dispose
of off
site.Install inlet
protection: Wimco RD or CG models as appropriate, or
approved equal. Maintain
protection until project is stabilized.Limit soil disturbance to
the grading limits shown. Schedule operations to
minimize length of exposure of disturbed areas.Management practices
shown are the
minimum requirement. Install and maintain additional controls as work
proceeds to
prevent erosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X
for additional requirements.Excavate ponds early
in the construction sequence. Remove sediment from ponds periodically and after areas
contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the filtration / infiltration system until
the site is
completely stabilized.All exposed soils areas shall be stabilized immediately to limit soil erosion in
that portion of the site where construction has
temporarily
or
permanently
ceased.
Seed,
Sod,
Mulch, Erosion ControlBlanket, and
Fertilizer shall meet the following Specifications, as
modified.
Item Specification
Number SodMNDOT
3878 Seed
MNDOT 3876
MN Type
21-111 @
100lb./
ac. - Temporary Erosion Control - Temporary Erosion
Control, May 1 - Jul 31 MN Type 21-112 @ 100 lb./ac. -
Temporary Erosion Control - Temporary
Erosion Control, Aug
1 -
Oct345
933.43.
0%2.
0%934.62.0%
L.P.935.91H.
P.2.
3%931.
74932.07930.
42928.78923.94.8%
3.0%
13.4%
2.0%
2.0%
936.
102.
0%2.
0%
934.
925.
4%
932.
37932.
55934.03931.
39931.
7933.
186.
1%
2.
3%
930.
13.
7%6.
0%
931.
34931.
95929.
86930.
47935.
15.
4%
926.
01928.
34925.
07930.
8929.
08931.
69933.
41934.
32934.
98922.
46923.
98926.14
935.
56930.
11932.
43933.82934.
55935.
21935.
63935.
73933.
14933.
99934.
80922.
89924.
674.
1%
3.
0%
3.
7%
925.
02.
0%
922.
4610.
0%
925.
0925.
5925.
0924.
54924.
67926.
46925.
6924.
8925.
25924.
3923.
9L.
P.
921.30935.
1933.80933.
80933.
0933.0931.
8931.8931.
1929.0931.
3928.06933.
002.0%
2.0%931.0926.
02.
8%
924.
0924.
34925.
112.0%H.
P.925.
5933.873.
0%933.
3932.653.
0%929.7924.0921.7511.
0%921.75919.646.8%935.
792 0 9249119049239259289189
2 2 925925926925922 928930932920916 92 1 914 92 0
9 2 2
921915 920919917925 921925
926925 911 923
921 924
924 920
922 920
923930929925 925
923 928
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930934933
934934
935 934931925 922
93 5927
925
924 922
924 934935 935
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3 7
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930
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6 9
3
2 932929
931928925924930928 929924925 926926
9 3
1
930928929924 926
933933940 938939 935934940STS>>
STS>>STS>>
STS>>
STSSTS>>STS>>
STS >>STS>>STS>>
STS>>STS>>
STS>>
STS>>STS>>
STS>>>>STS>>0+
00 1+
00
2+00
3+00 4+
005+006+
006+
95.16STS>>
STS>>STS>>STS>>
STS STS
STS>>
STS>>STS>>
STS STS>>STS>>
STS>>STS>>STS
STS>>
STS>>STS>>
STS>>STS >>STS>>
STS>>STS>>
STS>>
STS>>MILLS
DRIVEPRIVATE DRIVE NW
0+00 1+
00
2+00
3+00 4+
005+006+006+
95.
16DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.DROP 1
FT.
DROP 1
FT.DROP 1
FT.%6.9%
4.
2%4.
5%3.5%
3.0 4.
8
6.0
5.1 5.
3%5.
1%
5.0%
4.2%4.
8%4.
7%
4.3%
5.
1%
5.1%5.
2%5.1%5.3%5.8%6.
3%
7.
7%7.2%8.5%
8.0%3.0
6.
6
6.
7
6.0 5.3 GF=926.
5926.
8 (
FFE)
SOG926.
3GF=
928.
8929.1 (FFE)SOG928.6GF=930.
8931.
1 (
FFE)
SOG930.6GF=927.1919.8FBWO919.3GF=
926.
6919.
3FBWO918.
8GF=924.
5917.2FBWO916.
7GF=
922.
9915.6FBWO915.1GF=
921.8914.5FBWO914.
0GF=930.
6 923.
3 FBWO 922.8 GF=932.9 925.6 FBWO 925.
1 GF=934.3 927.0 FBWO 926.
5 GF=935.7 930.2 FBWO 929.7 GF=
935.1 927.8 FBWO 927.
3
GF=
936.1 928.8
FBWO 928.
3 GF=936.
2 928.9 FBWO
928.4 GF=936.
2 928.9
FBWO 928.4 GF=935.3 928.0 FBWO 927.5 GF=934.5
927.2 FBWO 926.
7 GF=931.8 931.2(
FFE)SOG 931.
6
GF=
933.
6
926.3
FBWO 925.
8 GF=932.
5 932.
8(FFE)SOG 932.
3 GF=933.7
934.0(FFE)
SOG 933.
5 GF=934.
5 934.8(FFE)
SOG 934.
3
GF=936.3936.6(FFE)SOG 936.1 GF=
936.4 936.7(FFE)SOG 936.
2 GF=936.1 936.4(FFE)SOG 935.9 GF=935.5 936.8(
FFE)SOG 935.3 GF=934.8 935.1(FFE)SOG 934.6 GF=933.9 934.2(FFE)SOG
933.7
GF=932.2 924.9 FBLO 924.4 GF=929.6 922.3 FBWO 921.8 OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX
XXXXXXXCBRE=924.8IE=920.7>>>>CB RE=912.8 B-4B-13B-30WETLAND #320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER
SETBACK (
TYP)AVIENDA P A R K W A Y 13
14 15 16 17 18 19 20 21 22 23 1 2 3 45678 B L O C K
2 1234567 8 9 10
11 12 B L O C K 1 24 99 9 B L O C K 1 24
24 2324 PROGRESS
SET CITY SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES
DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE
ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax:
612-252-9077
Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE
ISSUE /
REVISION
REVIEW
CONTACT
ENGINEER
FOR
ANY
PRIOR
HISTORY
ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7
DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301SCD001A.
DWG GRADING, DRAINAGE, PAVING EROSION CONTROL PLAN - NORTH C3.1A NORTH 0 40 80SEE SHEET C3.1BT/W XXX.
XX :Top of Wall B/W XXX.XX :Bottom of Wall Contact utility service providers for field location
of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec,
Dated 04/12/2017, for additional information on backfill
material and groundwater conditions.Remove topsoil from grading areas and stockpile
sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.Remove surface and ground water from
excavations. Provide initial
lifts of stable foundation material if exposed soils are wet and unstable.Refer to Structural Specifications for earthwork
requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction
and provide periodic reports
to the Owner.Place and compact fill using lift thicknesses matched to soil type and
compaction equipment to
obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10
feet. The soils shall be within 3% of optimum moisture
content. In granular
soils all portions of the embankment shall be compacted
to not less than 95%
of Modified Proctor Density (ASTM D1557).Coordinate with
Architectural for building
stoop locations. Slopes shown
on adjacent walks and pavements should continue over stoops.
13.14.15.16.17.18.19.20.21.
Install
perimeter
sediment
controls
prior
to
beginning
work
and
maintain
for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and
dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved
equal. Maintain protection until project is stabilized.Limit soil
disturbance to the grading limits shown. Schedule operations
to minimize length of exposure of disturbed areas.Management practices shown
are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and
control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X for additional requirements.Excavate ponds early
in
the
construction
sequence.
Remove
sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from
entering the filtration / infiltration system until the site is completely stabilized.All exposed soils areas shall be
stabilized immediately to limit soil erosion in that portion
of the
site where construction
has temporarily or permanently ceased.Seed, Sod, Mulch, Erosion
Control Blanket, and
Fertilizer shall meet the following Specifications, as modified.Item
Specification Number Sod MNDOT 3878 Seed MNDOT
3876 MN Type 21-111 @ 100 lb./ac. -
Temporary Erosion Control -
Temporary Erosion Control, May 1 - Jul 31 MN Type
21-112
@ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31 MN Type 25-151
@ 120 lb./ac. - Permanent Turf
Mulch MNDOT 3882 MNDOT Type 1 @ 2 ton/ac., Disc Anchored)
Erosion Control Blanket MNDOT 3885 MNDOT Type 3N (12 mo.) 4N (24 mo.))Fertilizer MNDOT 3881 General Placement
MNDOT 2575 See
Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep
clean weekly.2.4.5.6.7.8.
9.
10.
11.
12.
Dry
Cast
Concrete Segmental RetainingWall. Color
to be determined by Owner or Architect.
Provide
structural design
of retainingwalls,
following MNDOT
Retaining Wall
specifications for
minimum design and
performance.Provide
construction of walls in accordance with
approved design.Confirm architectural requirements for wall units with owner.Submit designto
City for approval prior
to Building Permit
issuance.
Provide346
STS >>STS >>STS >>STS >>STS
MH-15
RIM: 921.36
INV: 902.84
48" DIA
R-1642
PER CITY DETAIL
PLATE NO: 2101
MH-13
RIM: 914.86
INL (W): 901.46
INV: 901.56
48" DIA
R-1642
PER CITY DETAIL
PLATE NO: 2101
MH-11
RIM: 913.56
INL (W): 900.59
INV: 900.69
48" DIA
R-1642
PER CITY DETAIL
PLATE NO: 2101
SAN STUB B
INL (S): 899.76
PRIVATE DRIVE S.
DROP
1
FT.DROP 1 FT.
DROP
1
FT.
DROP
1 FT.DROP1FT.DROP
1
FT.DROP
1 FT.DROP
1 FT.
1
2 3
4 5 6
7 8
9
9 GF=
91 4 8
906.8
FBWO
906.3
GF=915.6
907.6
FBWO
907.1
GF=916.5
908.5
FBWO
908.0
GF=917.2
909.2
FBWO
908.7
GF=918.0
910.0
FBWO
909.5
GF=920.1 912.1
FBWO
911.6
GF=922.
5 914.
5 FBWO
914.0 GF=
924.
5 916.5
FBWO 916.
0
0+001+001+11.
462.7%3.
2%3.
3%
3.4%
3.1%
3.8%
3.5%
4.8%B L
O C
K 3
B-8
B-25
B-
26
B-
27
20'
CITY
WETLAND
BUFFER 30' CITY
WETLAND
BUFFER
SETBACK
TYP)
BLUFF
CREEK
BLV
D
BLUFF
CREEK
OVERLAY
DISTRICT
SECONDARY BOUNDARY BLUFF CREEK
OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF
CREEK
BLVD.
0+
001+
00
2+
00
3+
00
4+
00
5+
00
6+
00
7+
00
914.98915.
82916.63917.
43919.08921.
29923.
62922.
65923 9219209 1
7 9 2
2 924915
910911 908
912920919 902 904 896 898 901 904 919 915 919 919920
916 914.330+001+001+11.46BP: 0+
00.00 EP: 1+11.46 916 917 9 1
5 9 1 6 9 1
5
91
4 9 1 4
915 91
6918920 PROGRESS SET
CITY SUBMITTAL SES SES
31 AUG 2021 08
SEP 2021 PROJECT
NO.FILE NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS
BEEN REPRODUCED BEYOND INTENDED READABILITY AND
IS NO LONGER
A
VALID
DOCUMENT.
PLEASE
CONTACT THE
ENGINEER TO
REQUEST ADDITIONAL DOCUMENTS.
PROJECT CERTIFICATION
105 South Fifth Avenue
Suite 513 Minneapolis, MN
55401 Tel: 612-
252-9070
Fax: 612-252-
9077 Web: landform.net
Landform®and
Site
to Finish®are
registered service marks of
Landform Professional Services, LLC.DATE ISSUE / REVISION
REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.
CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C301BSCD001.DWG GRADING, DRAINAGE, PAVING EROSION CONTROL PLAN -
SOUTH C3.
1B NORTH 0 40 80 SEE SHEET C3.1A T/W XXX.XX :Top of Wall B/W
XXX.XX :Bottom of Wall Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer
to the Geotechnical Report prepared by Braun Intertec, Dated 04/
12/2017, for additional information on backfill material and groundwater conditions.Remove topsoil from grading areas and stockpile sufficient
quantity for reuse. Maintain stockpiles
with maximum 1v:2h slopes.Remove surface and ground water from excavations. Provide initial lifts of stable foundation
material if exposed
soils are wet and unstable.Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the
removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner.Place and compact fill using lift
thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift.Compact cohesive soils in paved areas
to 95% of
maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to
100%.
Compact
to
98%
density
where
fill
depth
exceeds
10
feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the
embankment shall be compacted to not less than 95% of
Modified Proctor Density (ASTM D1557).Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements
should continue over stoops.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior
to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently
stabilized and dispose of off site.Install inlet protection:
Wimco RD or CG models as appropriate, or approved equal. Maintain
protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize
length of exposure
of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds
to prevent erosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.X for additional
requirements.Excavate ponds early
in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff are
permanently stabilized.Contractor
shall prevent sediment
laden water from
entering the filtration / infiltration system until the site is completely stabilized.All exposed soils areas shall be stabilized
immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased.
Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet
the following Specifications,
as modified.Item Specification Number Sod MNDOT 3878 Seed
MNDOT 3876 MN Type 21-
111 @ 100 lb./ac. - Temporary Erosion Control -
Temporary Erosion Control,
May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary
Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31
MN
Type
25-
151
@
120
lb./
ac. -
Permanent
Turf
Mulch MNDOT 3882 MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control
Blanket MNDOT 3885 MNDOT Type 3N (12 mo.) 4N (24 mo.))Fertilizer MNDOT 3881 General Placement
MNDOT 2575 See Landscape Sheets for permanent turf and
landscape establishment.Scrape adjacent streets clean daily and
sweep clean weekly.2.4.5.6.7.8.9.10.
11.12.Dry Cast Concrete Segmental Retaining Wall. Color to be determined by Owner or Architect.
Provide structural design of retaining walls, following MNDOT Retaining Wall specifications for minimum design and performance.Provide construction of walls in
accordance
with
approved
design.
Confirm
architectural requirements for wall units with owner.Submit design to City for approval prior to Building Permit issuance.Provide
coordination and assurance that related work constructed within the reinforced earth zone; including fences, underground utilities, guard
rails, etc.; is in accordance with approved design and
does no
damage to reinforcing
elements of the retaining wall.31.32.33.34.
35.Spot elevations
at curblines indicate flowlines unless noted otherwise. See sheet
C4.2 for rim elevations of catch
basins.Grades between proposed spot elevations shall be continuous
and nonvariable. Spot
elevations shall govern over contour lines.Meet and match
existing curb.
Provide 10 foot transition.Paving sections a.Bituminous Paving Refer to city of Chanhassen detail plate NO. 5201
b.Concrete Walkways Refer to City
of Chanhassen detail plate NO. 5214 c.Concrete Drives, Aprons, and Exterior
Slabs Refer to City of Chanhassen detail plate NO. 5207 c.Bituminous Walkways Refer to City of Chanhassen
detail plate NO.
5216 Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying
attention to spacing of expansion joints.Joint spacing
shall
be
as
follows:
a.
Tooled
joints: Divide panelsintonominally
equal areas unless shown otherwise.b. Expansion
Joints:
Sidewalks - 40
feet max.; Curbs -
60 feet
max.; Pavement:
80 feet
max.; Adjacent to
buildingfoundations
and stoops.c. Contraction Joints: Sidewalks -
8 to 10 feet; Curbs and Aprons - 12 to 15 feet.Adjustall
structure rims to match
pavement elevations.28.
29.
30.347
SSMH
RE=937.7
IE=925.9(W)
XXXX
WETLAND #30+
00 1+00 1+11.
46
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>SAN>
SAN>SAN >
SAN >
SAN >
SAN >SAN >SAN>SAN>
SAN>SAN>
SAN>SAN >SAN>
SAN>
SAN>SAN>
SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>
SAN>
SAN>
SAN>
SAN>>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
STS>>
STS>>
STS>>
STS>>
STS>>
STS>>
STS>>
STS>>
STS>>STS>>
STS>>
STS>>
STS>>
STS>>
STS>>
STS>>>>STS STS>>STS>>
STS>>
STS>>STS>>STS>>
STS>>STS>>
SAN>SAN>SAN>SAN>
SAN>
SAN>SAN>SAN>
SAN>
1+002+003+004+
00 5+006+007+
007+37.870+00 1+
002+
003+
00
4+
005+
006+006+95.16STS>>STS>>STS
STS>>
STS>>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>
SAN>SAN>
STS >>0+
00
1+
002+003+004+
005+006+007+
00STS>>STS>>
STS>>STS>>
STS>>
STS>>B L O
C K
224 9PRIVATE DRIVE
NW BLUFF CREEK BOULEVARDB
L U F F
C R E
E K B O U L E V A R D 24 8 BLOCK
1 9 10 11
12 24 7 6 5 4
23 3 2
1
BLOCK
1
13
14 15
16 24
17 18 19
12 20
21 22 23 AVIENDA
PARK W A Y
MILLS DRIVE8 7
6 5
4
9
3 2
1
9 B L
O C
K 3 3 2 1 9 4 5 6 7 8 9 PROGRESS SETCITY
SUBMITTAL SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME
LANDFORMcPROJECT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070
Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional
Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR
HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7
DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.
DWG UTILITIES OVERALL C4.1 NORTH 0 60 120 GENERAL NOTES For construction
staking and surveying services contact Landform Professional Services at 612.252.9070.1.Pipe materials - Refer to
utility profiles and 2021 City of Chanhassen standards specifications.Contact utility
service providers for field location of services 72 hours prior to
beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction
of any proposed utilities. Contractor to notify engineer immediately if there is any discrepancy.Contractor to pothole
all existing utilities at proposed crossings prior to construction of new utilities to verify depths of existing lines.
Contact engineer immediately if any conflicts are discovered.Provide means and measures to protect
adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to
center of structure or
end of end section.Install tracker wire with all non-conductive utilities per city specifications.Connect to city utilities
in
accordance
with
City of Chanhassen standards.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe
lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate NO. 2204.All
joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be
used to make watertight connections to manholes , catch basins and other
structures.Adjust structures to final grade
where
disturbed.
Comply
with
requirements
of
utility.
Meet
requirements
for
traffic
loading
in
paved
areas.
Catch
basins
in curb
and348
SSMH
RE=937.7
IE=925.9(W)
XXXX
IE.=
876.
67SAN>
SAN>
SAN>
SAN>SAN >SAN >SAN >
SAN >SAN >SAN>
SAN>SAN>SAN>SAN>
SAN>SAN>SAN>SAN>
SAN>SAN>SAN>
STS>>STS>>STSSTS>>STS>>
STS>>STS>>STS>>
STS>>STS>>STS>>STS>>
STS>>STS>>STS>>
STS>>STS>>STS>>STS>>
STS>>>>SAN MH
41-040 RIM: 925.
62 INL (E):
900.77 INL (S): 912.10
INV: 894.
79 SAN
MH
41-
041 RIM:
923.08
INL (SE):
901.48 INV: 901.
38SAN
MH
41-
034 RIM:
909.72 INL (
SE): 890.59 INV:
890.69 30' -
8" PVC
@ 0.
50%SAN>SAN>
SAN>SAN>SAN>
SAN>
SAN>SAN>SAN>1+002+
003+004+00
5+00 6+007+007+37.
870+00 1+
00 2+00 3+
00 4+
005+006+006+
95.16STS>>MH-1
STS>>STS STS>>
STS>>STS >>
STS>>STS>>
MH-1 RIM:
934.93 INL (
S):
913.99 INV: 913.89 48" DIA R-
1642 PER
CITY DETAIL PLATE
NO: 2101 64' - 8
P V C
@ 0
5 0
328' - 8" PVC
@ 0.50%
SAN STUB A INL (S): 912.
25 MH
2 RIM: 934.
99 INL (SE): 914.
41 INV: 914.
31 48"
DIA R-
1642 PER CITY
DETAIL PLATENO:
2101
54' - 8"
P V C
@ 0.5 0
MH 3 RIM:
933.90
INL (S):
914.78 INV:
914.6848"
DIA R-
1642 PER CITY
DETAIL PLATE NO:
2101 160' -
8" PVC
@ 0.50%
MH 4 RIM:
930.78 INL (
SE):
915.
68 INV:
915.
58
48"
DIA
R-
1642 PER CITY DETAIL
PLATE
NO: 210149' - 8"
PVC @
0.50 MH 5
RIM:
928.54 INL (
E):
916.02 INV: 915.
92 48" DIAR-1642
PER CITY DETAIL PLATE NO:
210195' -
8"
PVC
@
0.
50%MH
6 RIM:
924.
63
INV: 916.50
48" DIA R-
1642 PER
CITY DETAIL
PLATE
NO: 2101 B L
O C
K 2249PRIVATE DRIVE
NW 24 8 BLOCK
1 9 10 11
12 24 7
6 5 4 23 3 2 1 BLOCK 1 13 14 15 16 24
17 18 19 12
20 21 22 23 AVIENDA PARK
W A Y
MILLS
DRIVE8
7
6
5 4
9 3
2 1 9
PROGRESS SET
CITY SUBMITTAL SES SES
31 AUG 2021 08
SEP 2021 PROJECT
NO.FILE
NAME
LANDFORMcPROJECT
105 South
Fifth Avenue
Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.
net Landform®and Site to Finish®are registered service marks of Landform Professional
Services, LLC.DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION
HISTORY DEVELOPER MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN, MN CITY SUBMITTAL SEPTEMBER 08, 2021 SCD14001.CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600
KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWG UTILITIES NORTH C4.
1A GENERAL NOTES For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.Pipe
materials - Refer to utility profiles and 2021 City of Chanhassen
standards specifications.Contact utility service providers for field location of services 72 hours
prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior
to construction of any proposed utilities. Contractor to notify engineer immediately
if there is any discrepancy.Contractor to pothole all existing utilities
at proposed crossings prior to construction of new utilities to verify depths of existing lines. Contact engineer
immediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during
utility installation.Pipe lengths shown are from center of structure to center of structure or end of end
section.Install tracker wire with all non-conductive utilities per city specifications.Connect to
city utilities in accordance with City of Chanhassen standards.Deflect water to maintain 18-inch minimum
outside separation at sewer
crossings. Center pipe lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City
Detail
Plate
NO.
2204.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber
joints must be used to make watertight connections to manholes , catch basins and other structures.Adjust structures to final grade where
disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved areas.Catch basins in curb and
gutter are sumped 2 inches below the gutter grade per detail
C7.1/x.Reserved.Reserved.Reserved.
Compact
cohesive
soils
in
paved
areas
to
95%
of
maximum
dry
density,
standard
proctor (
ASTM
D698)
except
the top
3
feet which shall
be
compacted to 100%.
Compact349
0+
001+
001+
11.46SAN>
SAN>SAN>
SAN>
SAN>
SAN>
SAN>SAN>SAN>>SAN>SAN>
SAN>
SAN>
SAN>
SAN
SAN
SAN>
SAN>
SAN>SAN>SAN>
SAN>SAN>
SAN>SAN >SAN >SAN >
SAN >SAN
SAN SAN
SAN >SAN >
SAN >0+
001+00 2+
00 3+00 4+00
5+00
6+00 7+
00 7+77.
49 STS >>
STS >>STS >>
STS >>STS >>MH-
15 RIM: 921.
36 INV: 902.84 48" DIA
R-1642
PER CITY DETAIL
PLATE NO: 2101 276' -
8" PVC @
0.50%
MH-13
RIM: 914.86
INL (W): 901.
46 INV: 901.5648" DIA R-1642PER
CITY DETAIL
PLATE NO: 2101
194' - 8" P V
C @ 0
5 0
MH-11
RIM: 913.56
INL (W): 900.
59 INV: 900.69 48" DIA
R-1642
PER CITY DETAIL
PLATE NO: 2101 170' -
8" PVC @
0.50%
MH-10
RIM: 900.53
INL (W): 899.
84 INV: 899.
94 48" DIA R-
1642 PERCITYDETAILPLATE
NO: 210136' - 8" PVC@ 0.50%
SAN STUB
B INL (
S):
899.
76 BLUFF CRE
E K BOULEVARD
BLUFF CREEK
BOULEVARDB L
O
C K 332194 56789PROGRESS
SET CITY
SUBMITTAL SES SES
31 AUG 2021 08
SEP 2021 PROJECT NO.
FILE NAME LANDFORMcPROJECT
105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax:
612-252-9077 Web:
landform.net Landform®and Site to
Finish®are registered
service
marks
of
Landform
Professional Services,
LLC.DATE
ISSUE / REVISION REVIEW
CONTACT ENGINEER
FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY DEVELOPER
MUNICIPALITY AVIENDA TOWNHOMES
CHANHASSEN, MN
CITY
SUBMITTAL
SEPTEMBER 08,
2021 SCD14001.
CUD 2021LEVEL 7 DEVELOPMENT, LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331 C401SCD001.DWGUTILITIES
SOUTH C4.1B GENERAL NOTES For construction staking and surveying services contact Landform
Professional Services at 612.252.9070.1.Pipe materials - Refer to utility profiles and
2021 City of Chanhassen standards specifications.Contact utility service providers for field location of services 72 hours prior to
beginning.Contractor to field verify location and elevation of all utility
points of connection prior to construction of any proposed utilities. Contractor to notify engineer immediately if there is any
discrepancy.Contractor to pothole all existing utilities at proposed crossings
prior to construction of new utilities to verify depths of existing lines. Contact
engineer immediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage
during utility installation.Pipe lengths shown are from center of structure
to center of structure or end of end section.Install tracker
wire with all non-conductive utilities per city specifications.Connect to city utilities in accordance with City
of Chanhassen standards.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe
lengths to provide greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate
NO. 2204.All joints and connections in the storm sewer system shall be gastight
or watertight. Approved resilient rubber joints must be used to make watertight connections to manholes , catch
basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in paved
areas.
Catch
basins
in curb and gutter are sumped 2 inches below the gutter grade per detail C7.1/x.Reserved.
Reserved.Reserved.Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the top
3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the
soils shall be within 3% of optimum moisture content. In granular
soils all portions of the embankment
shall
be
compacted
to
not
less
than
95%
of
modified
proctor
density (
ASTM
D1557).
Maintain
7.
5'
cover on
watermain
2.3.4.
5.350
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ACGM 2 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B
AFJ3 12 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B
BENI 8 Betula nigra River Birch 60`H x 50`W 2.5"Cal B & B
GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
TILG 13 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
ULMO 5 Ulmus x `Morton Accolade` TM American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
PIGL 5 Picea glauca White Spruce 50`H x 20`W 6`B & B
PIDE6 44 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B
PIDE8 26 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B
THTY 5 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B
FFE=923.0FFE=922.0FFE=915.0FFE=923.0FFE=922.0FFE=915.0MILLSDRIVE131415161718192021222312345678BLOCK2123456789101112249991234567899BLOCK124242423BLOCK3BLOCK1SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN >SANSAN >SAN >SAN>SAN>SAN >SAN >SAN>SAN>SAN >SAN>SAN>SAN >SAN >SAN>SAN>SANSAN>SAN >SANSAN>SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN>SANSAN >SAN>SANSAN >SAN >SAN>SAN>SAN >SAN>SAN >SAN >SAN>SAN>SAN>SANSANSAN>SAN >SANSAN>SANSAN >SAN>SAN >SAN >SAN>SAN>SAN >SAN >SAN>SAN>SAN >SAN>SAN >SANSAN>SAN>SAN>SAN >SAN>SAN>SAN >SAN>SAN>SAN >SAN >SAN>SAN >SAN >SAN>SANSAN >SAN >SANSAN >SAN >SAN>SAN >SAN >SAN>SAN>SAN>SAN >SAN>SAN>SAN >SANSAN>SAN >SANSAN>SANSAN >SAN>SAN >SAN >SAN >SAN>SANSAN >SAN>SANSANSAN>SAN>SANSAN >SAN>SAN>SAN >SAN>SAN>SAN >SAN >SAN>SAN>
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DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B
AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B
GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B
PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B
PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER
CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT
PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT
THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B
VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT
GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER
MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT
AVIENDA PARKWAY
1314151617181920123456789101112B
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STS STS STS STS>>STS STS STS
STS STS STS>>STS>>STS STS STS STS STS STS>>STS>>STS STS STS STS 30'SITE TRIANGLE 2) TILG 1) ACGM 3)
BENI 2) BENI(2) AFJ3(3) ULMO 2) ULMO 3) AFJ3 3) TILG 2) BENI 1) BENI 5) THTE
2) CORE 2) PIDE8 3) PIDE6 3) CORE 3) THTE 3) THTE 3) CORE 4) THTE 3) PIDE6 3)
CORE(3) THTE(2) PIDE8 5) PIDE6(3) PIDE8(
2)
PIDE6
1)
PIDE6
1)
PIGL(
1)
PIDE8
1)
PIDE6(
1)
PIGL
1)
PIDE6
1)
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1) PIGL
1) PIDE8
1) CORE 3) THTE 5) PHYS 3) CORE 5) VITR 5) MIPU5)
MIPU 3) VITR 3)
CORE
3) VITR (4) PHYS (3)
THTE352
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ACGM 1 Acer saccharum `Green Mountain` TM Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B
AFJ3 3 Acer x freemanii `Jeffersred`Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B
GYDI 3 Gymnocladus dioica Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
TILG 7 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
PIGL 2 Picea glauca White Spruce 50`H x 20`W 6`B & B
PIDE6 14 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B
PIDE8 4 Picea glauca `Densata`Black Hills Spruce 45`H x 20`W 8` HT B & B
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER
CORE 21 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT
PHYS 11 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT
THTE 16 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B
VITR 18 Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT
GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER
MIPU 21 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT
MILLS
DRIVE2021222312345678B
L O
C K 224999SAN>STS>>STS
30'SITE
TRIANGLE AVIENDA
PARK W
A Y
FEATURE PLANT
BED(3)
PHYS 4)
MIPU 3)
VITR (3)
CORE 2)
PHYS 2)
THTE 5)
MIPU 1)
VITR 3)
TILG 2)
TILG 1)
GYDI 3) AFJ3 2)
GYDI 2) TILG 1) ACGM 1) PIDE6 1)
PIDE8(1) PIDE8 1)
PIDE6(1)
PIDE8(1)
PIGL(1) PIDE8 1) PIDE6(1) PIGL 3) THTE 3)
CORE 2) PIDE6 (2) CORE (3) PIDE6 (3)
CORE (3)
THTE 2) PIDE6 (2)
PIDE6 (4)
CORE (2)
PIDE6 3)
CORE 3) VITR (2)
THTE 1)
CORE 4)
VITR 7)
MIPU 3)
THTE (6)
PHYS 3)
VITR 2)
CORE
3)
THTE 5) MIPU
4) VITR PROGRESS
SET CITY
SUBMITTAL SES
SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY
ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND
INTENDED READABILITY AND IS NO LONGER
A
VALID
DOCUMENT. PLEASE CONTACT THE
ENGINEER TO
REQUEST ADDITIONAL DOCUMENTS.
PROJECT CERTIFICATION 105 South
Fifth Avenue Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site
to Finish®are registered
service marks of Landform Professional Services,
LLC.DATE ISSUE /
REVISION
REVIEW
CONTACT
ENGINEER
FOR ANY
PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER MUNICIPALITY
AVIENDA TOWNHOMES CHANHASSEN, MN
CITY SUBMITTAL SEPTEMBER 08,
2021 SCD14001.CUD
2021LEVEL 7
DEVELOPMENT, LLC 4600
KINGS POINT
RD MINNETRISTA,
MN
55331 L203SCD001.DWG
ENLARGED LANDSCAPE PLAN - NORTH 'B'L2.3 NORTH 0 30 60 Contact Utility Service
providers for field location of services 72
hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (MNDOT 25-141) as defined in current
MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement
Association (MCIA). Provide
verifying documentation to the Owner 30 days minimum prior to installation.Plant material shall conform to the American Association
of Nurserymen Standards and
be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be
trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat
humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6
inches of topsoil and seed all turf areas disturbed by Construction.Follow MNDOT Seeding Manual for planting
instructions for establishment of native
seed and provide coordination for required erosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging (Black
Diamond
or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing.
For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. Quantities
shown on plant schedule are for this
sheet only. See sheet L2.1 for
overall quantities for design.See Details for depth of planting soil.Install 4
inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3
inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish
around trees not placed within a Shrub
or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation contractor.
Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior
to purchase and installation. Contractor shall follow
all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall
begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is
responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all
costs to any replacements. All replacements shall be same
species
and
sizes
and
equal
or
better
vigor
as
original
installation.
2.
3.
4.
5.
6.
7.8.
9.10.
11.12.13.14.15.16.17.GENERAL NOTES LANDSCAPE NOTES Forconstruction
Staking and Surveying services
contact
Landform at 612.252.9070.
1.353
FFE=915.0FFE=915.0914.
98915.82916.63917.43919.
08921.29923.62922.65914.
330+
001+
001+11.46BP: 0+
00.
00
EP:
1+
11.46 1 2 3 4
5 6 7 8 9 9 B L O
C K 3 FEAT U R E PL A NT BE D
FEAT U R E
P L
A N
T B
E D
1) PIDE6 (
2) PIDE8
2) CORE
2) PIDE6
1) PIDE8
1) PIDE8
2) PIDE6
2) CORE
1) AFJ3
7) MASS
2) PIDE6
3) PIDE8
2) PIDE6
1) PIDE85) THTY
3) MASS
3) VITR
6) MIPU
2) PIDE6
1) PIDE8(
1) MASS
4) PHYS
2) MASS1) PIDE81) PIDE6
1) PHYS
1) MASS
6) MIPU5) PHYS(
3) VITR(
1) PIDE6
1) PIDE8
1) PIDE6
1) PIDE8(2) MASS
5) PHYS 5) MIPU
5) VITR
3) MASS
2) AFJ3 (
3) PHYS
4) MIPU (
3) VITR
9) ASCH 8) CAKF 9) ASCH 2) VITR 1) TILG 1)
AFJ3 BLUFF CREE
K B L V D BLUFF CREE K B L V D DECIDUOUS TREES
CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.AFJ3 4 Acer x freemanii `Jeffersred`Autumn
Blaze Maple 50`H x 40`W 2.5"Cal B & B TILG 1 Tilia cordata `Greenspire`Greenspire
Littleleaf Linden 60`H x 40`W 2.5"Cal B & B EVERGREEN TREES
CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.PIDE6 14 Picea glauca 'Densata'Black
Hills White Spruce 45`H x 20`W 6` Ht.B & B PIDE8 12 Picea glauca `Densata`
Black Hills Spruce 45`H x 20`W 8` HT B & B THTY 5 Thuja occidentalis `
Techny`Techny Arborvitae 15`H x 10`W 6` Ht.B & B ORNAMENTAL TREES
CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.MASS 19 Malus x `Spring Snow`Spring
Snow Crabapple 25`H x 20`W 1.5"Cal B & B
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CORE 4 Cornus
sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT PHYS 18
Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT VITR 16
Viburnum trilobum American Cranberrybush 10`H x 10`W 5 GAL.POT
GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 8 Calamagrostis x acutiflora `Karl
Foerster`Feather Reed Grass 4`H x 2`W 2 GAL.POT MIPU 21
Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT
PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASCH 18 Astilbe chinensis `Vision in White`Vision in
White Chinese
Astilbe 1.
5`
H
x 1.5W #
1 Cont.POT
PROGRESS SET
CITY SUBMITTAL
SES SES 31 AUG 2021 08 SEP 2021 PROJECT NO.FILE
NAME LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES
DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED
BEYOND INTENDED READABILITY AND IS NO
LONGER
A
VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER
TO REQUEST ADDITIONAL
DOCUMENTS.PROJECT CERTIFICATION 105
South Fifth Avenue Suite
513 Minneapolis, MN
55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and
Site to Finish®are
registered service marks of Landform Professional
Services, LLC.DATE
ISSUE /
REVISION
REVIEW
CONTACT
ENGINEER FOR
ANY PRIOR
HISTORY ISSUE / REVISION
HISTORY DEVELOPER
MUNICIPALITY AVIENDA TOWNHOMES CHANHASSEN,
MN CITY SUBMITTAL SEPTEMBER
08, 2021 SCD14001.
CUD 2021LEVEL
7 DEVELOPMENT, LLC
4600
KINGS POINT
RD
MINNETRISTA, MN 55331
L204SCD001.DWG ENLARGED LANDSCAPE PLAN - SOUTH L2.4 NORTH 0 30 60 Install
4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to
3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch
dish around trees not placed within a
Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation
contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review,
prior to purchase and installation. Contractor shall
follow all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty
shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor
is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume
all costs to any replacements. All replacements shall be
same
species
and
sizes
and
equal or better vigor as original installation.13.14.15.16.17.Contact Utility
Service providers for field location of services
72 hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (MNDOT 25-141) as defined in
current MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop
Improvement Association (MCIA).
Provide verifying documentation to the Owner 30 days minimum prior to installation.Plant material shall conform to the American
Association of Nurserymen Standards
and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to
be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part
peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of
6 inches of topsoil and seed all turf areas disturbed by Construction.Follow MNDOT Seeding Manual for
planting instructions for establishment of
native seed and provide coordination for required erosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging (
Black
Diamond or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal
spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.
Quantities shown on plant schedule are for
this sheet only. See sheet L2.1
for
overall
quantities
for
design.
See
Details
for
depth
of
planting
soil.2.
3.4.
5.6.7.8.9.10.11.12.GENERAL NOTES LANDSCAPE NOTESFor
construction Staking and
Surveying
services contact Landform at 612.
252.354
PROGRESS SET
CITY SUBMITTAL
SES
SES
31 AUG 2021
08 SEP 2021
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
CITY SUBMITTAL
SEPTEMBER 08, 2021
SCD14001.CUD
2021LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
AREA DUG FOR PLANTING
2-3x DIA. OF SOIL BALL
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
CUT TOP OF WIRE BASKET 1/3 (MIN.)
FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3
MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)
FROM TOP OF ROOTBALL.
2" X 2" X 24" WOOD STAKE SET AT ANGLE
EXISTING SOIL LOOSENED
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES
INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.
REJECT ANY TREES THAT ARE SEVERELY AFFECTED.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO
BE UTILIZED ONLY IF NECESSARY.
MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE
PERIOD. SEE SPECIFICATIONS.
FLAGGING: ONE (1) FLAG PER WIRE
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR
FIRST MAJOR BRANCHING ROOT
ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT
MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED
TO MAINTAIN APPROPRIATE DEPTH.
16" POLYPROPYLENE OR POLYETHYLENE
40 MIL, 1-1/2" WIDE STRAP TYP.)
TREE WRAP TO FIRST BRANCH
NOTES:
8' STEEL STAKE.
PLACE WITHIN
TWO (2) INCHES
OF ROOT BALL.
NO SCALE
DECIDUOUS TREEPLANTINGVARIES
PER SPECIES(SEE PLANS)24" MIN.FOUR (
4") INCHES
MAX.
SHREDDED HARDWOOD MULCH SEE PLANS)1 TREE SHALL
BE PLANTED WITH ROOT FLARE EVEN WITH SOIL
LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE
IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL.
ADJUST PLANT
AS NEEDED TO MAINTAIN APPROPRIATE
DEPTH.DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE
INTERVALS (TYP.)VARIESAREA DUG FORPLANTING
2x-3x DIA. OF SOIL BALL24"
MINSCARIFY BOTTOM AND
SIDES OF HOLE PRIOR TO PLANTING 2" X 2" X
24" WOOD STAKE SET
AT ANGLE PLANTING SOIL (SEE
PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP
OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND
TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/
3 (MIN.) FROM TOP
OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE 40 MIL,
1-1/2" WIDE STRAP
TYP.)FLAGGING: ONE (
1) PER WIRE 8'
STEEL STAKE.PLACE
TWO (2) INCHES FROM ROOT BALL.INSPECT FOR ENCIRCLING
ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT
ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE
STAKING ARE ILLUSTRATED AND
TO BE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A
PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS
DEFINED
ON PLANS
AND/OR SPECIFICATIONS.
NOTES:NO
SCALE CONIFEROUS TREE
PLANTING EXISTING SUBGRADE AREA
DUG/TILLED TO PROMOTE ROOT GROWTH
3-5x DIA.
OF SOIL BALL EXISTING SOIL LOOSENED
FOUR (
4") INCHES SHREDDED HARDWOOD MULCH 2
SCARIFY BOTTOM AND
SIDES OF
HOLE PRIOR TO PLANTING.
PLACE PLANT
AS SHOWN ON PLAN EXISTING SUBGRADE
REFER TO LANDSCAPE PLAN(S)
FOR GROUNDCOVER
OUTSIDE SHRUB BED(S)FINISHED GRADE IF ROOTS ARE
PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR
CUT AS MANY
AS POSSIBLE WITHOUT DESTROYING SOIL MASS.DIG PLANTING
PIT NO
DEEPER
THAN HEIGHT OF ROOT
BALL.NOTES:TOP OF
ROOT MASS
SHALL BE LEVEL WITH
FINISHED GRADE
PLANTING SOIL (
SEE PLANS)NO
SCALE SHRUB PLANTING DIG PLANTING PIT
3X WIDEST DIMENSION OF ROOT BALL
ROOT BALL
SITS ON EXISTING OR RECOMPACTED SUBGRADE.
FOUR (4) INCH
HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT
BALL. BERM
SHALL BEGIN AT
ROOT BALL EDGE.
MULCH (
SEE
PLANS)EDGING (
SEE
PLANS)3
12"6"
MIN.MIN.SPACING VARIES SEE PLANS)IF ROOTS
ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL
OR CUT AS MANY
AS POSSIBLE
WITHOUT DESTROYING
SOIL MASS.
NO SCALE PERENNIAL PLANTING 18"
MIN.SCARIFY BOTTOM AND
SIDES OF
HOLE PRIOR TO PLANTING.EXISTING SUBGRADE
BACKFILL WITH PLANTING SOIL
THAT IS
THOROUGHLY TILLED AND LOOSENED.SEE PLANS)
REFER TO LANDSCAPE PLAN(
S)
FOR
GROUNDCOVER OUTSIDE PLANTING BED
EDGING MULCH CREATE
SAUCER
AROUND PLANT WITH PLANTING SOIL PERENNIAL PLANT
MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1)
FOOT
FROM EDGE OF PLANTING BED 4 IF ROOTS
ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL
OR CUT AS MANY
AS
POSSIBLE WITHOUT
DESTROYING SOIL MASS.
NOTES:NO SCALE STEEP SLOPE
PLANTING SCARIFY BOTTOM AND
SIDES OF HOLE
PRIOR TO
PLANTING.EDGE CONDITION
VARIES SEE
PLANS)EDGING (
SEE PLANS)PLANTING
SOIL SEE PLANS)MULCH (SEE PLANS)ROUND-TOPPED SOIL
BERM, 4" HIGH x 8" WIDE,
ABOVE ROOT BALL SURFACE, CENTEREDONDOWNHILL
SIDE FOR
240 DEGREES.FINISHED GRADE EXISTING SUBGRADE
ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE
TRUNK MEETS TOP
OF ROOT BALL.DIG PLANTING
PIT
3X
WIDTH OF
ROOT BALL
SECTION SECTION PLAN
VIEW SECTION VIEW
ROUND-
TOPPED BERM
ROOT BALL
EDGE SLOPE5
L701SCD001.355
76356
77357
78358
79359
80360
Carver County
Public Works
11360 Highway 212, Suite 1
Cologne, MN 55322
Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us
CARVER COUNTY
September 27, 2021
City of Chanhassen
c/o Kate Aanenson, AICP
Community Development Director
952-227-1139
kaanenson@ci.chanhassen.mn.us
Re: Development / Access Review Comments: Preliminary and Final Plat for Avienda
Townhomes at Parcel IDs 250230500, 250230430, 250230420, 250230410,
250230300 – Located adjacent to CSAH 18 (Lyman Blvd.) and CSAH 17 (Powers
Blvd.)
Thank you for the opportunity to review the subject development in the City of Chanhassen.
Consistent with the County Comprehensive Plan and County Codes, and other official controls of
the County, the following are comments and recommended conditions of approval and as
potential requirements for any necessary permits to be issued for the project.
1. The original comments and conditions of approval from County Public Works memo
regarding this development dated May 9, 2018 apply (attached for reference). The
comments and conditions below supplement that memo and are in reference to
specific new Preliminary and Final Plat items.
2. Regarding Access to County Highways
a. CSAH 18 (Lyman Blvd.)/Sunset Trail intersection –
i. The County’s Access Spacing Map in the 2040 Comprehensive Plan (Figure
4.14) identifies this segment of CSAH 18 as Category 5B, which guides full
access intersection spacing at ¼ mile intervals and secondary (limited)
intersection spacing at 1/8 mile intervals. The distance to the proposed
access meets the spacing guidance for a full access: approximately ¼ mile
from the CSAH 18/CSAH 17 intersection and approximately 0.4 miles from
the CSAH 18/Audubon Rd. intersection.
ii. A Commercial/Street Access Permit will be required for this access. The
County requires review of detailed intersection geometric design plans as
part of access permit approval. Specific design, right of way, and
intersection improvement requirements at developer/City expense for this
access are identified in the May 9, 2018 memo in Comments/Conditions
6-11 and include but are not limited to the conditions below.
1. State the number of lanes including turn lanes on each approach to
CSAH 18, with lanes being 12 ft. in width unless otherwise approved
81361
by the County.
2. The intersection needs infrastructure for the future traffic signal
planned for and included where appropriate.
3. The profile grade of the city street approaches should be 2% or less,
unless approved by the County staff.
4. The intersection shall be designed to accommodate expected truck
turning movements.
5. Pedestrian walkways and trails shall be to ADA standards.
6. Final geometrics, traffic signal modifications, and grades will be as
approved by the County.
b. CSAH 17 (Powers Blvd.)/Highway 212 Ramp/Bluff Creek Blvd. intersection –
i. The County’s Access Spacing Map in the 2040 Comprehensive Plan (Figure
4.14) identifies this segment of CSAH 17 as Category 5B, which guides full
access intersection spacing at ¼ mile intervals and secondary (limited)
intersection spacing at 1/8 mile intervals. The distance to the proposed
access meets the spacing guidance for a full access: approximately ¼ mile
from the CSAH 18/CSAH 17 intersection and approximately 0.3 miles from
the CSAH 17/Highway 212 south ramp intersection.
ii. A Commercial/Street Access Permit will be required for this access. The
County requires review of detailed intersection geometric design plans as
part of access permit approval. Specific design, right of way, and
intersection improvement requirements at developer/City expense for this
access are identified in the May 9, 2018 memo in Comments/Conditions #2
4 and include but are not limited to the conditions below. Additional
permitting and approval may be required by MnDOT for this access.
1. State the number of lanes including turn lanes on each approach to
CSAH 17, with lanes being 12 ft. in width unless otherwise approved
by the County.
2. The intersection needs infrastructure for the current traffic signal
included where appropriate.
3. The profile grade of the city street approaches should be 2% or less,
unless approved by the County staff.
4. The intersection shall be designed to accommodate expected truck
turning movements.
5. Pedestrian walkways and trails shall be to ADA standards.
6. Final geometrics, traffic signal modifications and grades will be as
approved by the County.
82362
3. Regarding Right of Way
a. CSAH 18 (Lyman Blvd.) and CSAH 17 (Powers Blvd.) at this location are 4-lane
divided urban roadway facilities with a trail on one side. The right of way for this
development was previously dedicated as part of the original final plat and appears
to meet the right of way guidance for consistency with the County’s 2040
Comprehensive Plan (Figure B.6), to be confirmed by final County Surveyor review
and approval.
4. Regarding Stormwater
a. Provide a summary of the overall drainage flows and changes towards CSAH 18
Lyman Blvd.) and CSAH 17 (Powers Blvd.). Confirm no adverse impact to drainage
directed towards County right of way prior to final plat approval.
5. Regarding Required Permits
a. Prior to any work affecting or on County highways or in County right of way (none
currently proposed), the applicant shall coordinate plans with the County Engineer
and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County
Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final
details of locations, grades, and profiles affecting County roads as well as any utility
connections will need to be reviewed and approved prior to any permits.
i. A grading permit is required for grading in the County right of way. Final
grading plans shall be provided to the County prior to permit approval.
b. Any damages, modifications, or changes incurred on County highways from
current or approved conditions will need to remedied or updated at development
expense, including costs incurred by the County.
These are the County’s comments at this time. If you have any questions or need further
assistance, please contact staff noted below:
Joan Guthmiller
Administrative Technician
Carver County Public Works
952.466.5201
jguthmiller@co.carver.mn.us
Angie Stenson AICP
Sr. Transportation Planner
Carver County Public Works
952.466.5273
astenson@co.carver.mn.us
Dan McCormick, P.E. PTOE
Traffic Services Supervisor
Carver County Public Works
952.466.5208
dmccormick@co.carver.mn.us
83363
Carver County
Public Works
11360 Highway 212,Suite 1
Cologne,MN 55322
Office 952)466 5200 Fax 952)466 5223 www.co.carver.mn.us
CARVER COUNTY
May 9, 2018
City of Chanhassen
c/o Paul Oehme
Director of Public Works/City Engineer
952-227-1169
poehme@ci.chanhassen.mn.us
Re: Development/Access Review Comments: Avienda – Progress Set Plans dated
4.25.2018 (Preliminary Plans) – CSAH 18/Lyman Blvd and CSAH 17/Powers Blvd/
US 212
Thank you for the opportunity to review the subject development plans in the City of Chanhassen.
Consistent with the County Comprehensive Plan and County Codes, the following are comments and
recommended conditions of approval and as potential requirements for any necessary permits to be
issued for the project:
1. As an overall comment, prior to the next stage of plans and plat / site plans approval, the
County would like to review and approve plans of detailed intersection and related segment
geometric design plans with phasing and planned implementation steps and schedules. If the
opportunity is not allowed for a reasonable review of such, this could lead to delays in the
permitting process and potential major revisions to plans and right of way. The County is
available to meet on project management or design meetings.
2. Plans for Bluff Creek Blvd at and from CSAH 17 / Powers Blvd look adequate as long as 2-
lanes are maintained on the ingress side to the local roundabout, and 3-lanes are maintained
on the egress side to Powers Blvd and the traffic signal intersection there. The exact width
for the ingress should be a minimum of 28-ft face-to-face and preferably closer to 30-ft to
accept dual LTs in. A cross-section detail should be provided for Bluff Creek Blvd as well as a
plan and profile showing the vertical profile from the center-line of Powers Blvd to the
internal roundabout.
3. As a note, the geometric design of the internal (City) roundabout (ICD=125 ft) could be (or
should be) improved—contact the County if the City would like additional feedback.
4. The Bluff Creek Blvd connection to the existing traffic signal at Powers Blvd/ CSAH 17 and US
212 will require traffic signal modifications and upgrades. Some form of contract / permit
and surety with the County will be required for design, construction, re-timing / re-
programming, and final inspection for the traffic signal and roadway approach and loop
detection facilities. Striping and restriping of lanes and/or crosswalks may be needed to be
incorporated into the project. The modification of the existing pedestrian push buttons / APS
system may also be needed. Please contact the County and MnDOT to set up a scoping and
design meeting. In addition, an intersection detail and traffic signal layout and wiring plan
84364
will be required to update the current record traffic signal plan.
5. The intersection of Sunset Trail / Lyman Blvd will need to be reviewed in detail for
intersection control alternatives. Intersection traffic operations at this location are a concern
and it may be that access needs to be restricted to right-in / right-out until such time that
higher order intersection facilities are available and/or provided for.
6. The proposed cross-section of Sunset Trail from Lyman Blvd (CSAH 18) to the south will
need to be widened five (5) feet to account for this access condition as well as for two turn
lanes out and enough space for truck turning movements in. The cross-section should be 22-
ft in; and 27-ft out (10-17-ft). A cross-section detail should be provided for Bluff Creek Blvd
as well as a plan and profile showing the vertical profile and alignment plan from the
development’s internal street intersection to the far side of Lyman Blvd intersection, to
include the existing street on the north side of the intersection. Further changes to Sunset
Trail and its alignment may be required.
7. A full right of way intersection detail of the Sunset Trail and Lyman Blvd will need to be
provided to show plans for a future traffic signal layout, wiring, loop detection, and corridor
interconnection plan. In addition, numerous utilities are in place in the NW quadrant and
some are being looked at to be relocated, such that a utility plan may also be required.
Pedestrian ramps and other improvements will be required including pedestrian push buttons
APS systems. In addition, intersection lighting will need to be reviewed and included if not
adequate as determined by the County. Contract / permit and surety with the County will be
required for design, construction, and final inspection for the intersection connection, and if
approved traffic signal and roadway approach facilities. Striping and restriping of lanes
and/or crosswalks may be needed to be incorporated into the project.
8. The proposed vertical profile of Sunset Trail from Lyman Blvd (CSAH 18) to the south looks
overly steep and will need to be revised to provide 100-feet of 2% max profile and match to
the existing Lyman Blvd grade. A check for future loops and/or video camera signal detection
may also be required.
9. The contour and grading of the site will need to factor in additional roadway width to
include a right turn lane from Lyman Blvd to Powers Blvd. with the existing right turn lane
converting to a through lane in future plans. The plat and the separate site plans’ final
grading plans and right of way along both CSAH 18 and CSAH 17 will need to be reviewed
and approved to show how this is set up for the planned future CSAH 18 future plans.
Prior to next stage grading and plat approval, the County would like to review and
approve an exhibit drawing showing a cross section of Lyman Blvd on both ends of the
plat edges. The cross sections would show the future road improvements and how these
improvements might affect the subject lots and any other plat or lot proposed
improvements. The two cross sections should be referenced to a plan view at 1:40 scale
from center of existing ROW and existing grade, with notes on proposed grades for the
roadway and subject lots.
10. The field entrance on the south side of Lyman Blvd approximately 400 ft. east of Sunset
Trail must be removed and replaced with full B curb.
11. As part of our review of the preliminary plans, the following are also noted: the City stubbed
in a new water main at the SW quadrant of Powers Blvd and Lyman Blvd (NE quadrant of
85365
the property). County has fiber conduit and vaults along the south side of Lyman Blvd the
entire length of this property. Utility plan shows the casing outside of the roadway on
Sunset Trail. Proposed grading plans and utility plans will need further review to show and
resolve these conflicts.
12. Prior to any work affecting or on County highways or in County right of way, the applicant
shall coordinate plans with the County Engineer and obtain a Utility or
Excavating/Filling/Grading Permit(s) from Carver County Public Works:
http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final details of locations, grades,
and profiles affecting County roads as well as any utility connections will need to be reviewed
and approved prior to any permits.
13. Any damages, modifications, or changes incurred on County highways from current or
approved conditions will need to remedied or updated at development expense, including
costs incurred by the County.
These are comments at this time. If you have any questions or need further assistance, please do not
hesitate to contact me at dmccormick@co.carver.mn.us or by phone at (952) 466-5208.
Sincerely,
Dan McCormick, P.E. PTOE
Transportation Manager
Carver County Public Works
86366
Aanenson, Kate
From: Z Zhang <zhexinzhang@gmail.com>
Sent: Friday, October 1, 2021 3:04 PM
To: Aanenson, Kate
Subject: Re: Avienda comments for Planning Commission and City Council
Attachments: image001.png
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Hi Kate,
Thanks for the additional information. It sounds like the road paths are a done deal. Then my question is what's
being planned to reduce non-residential traffic from the development?
As for green space, I think I should have been more clear. I meant a park with playground requirement for the
kids is missing from the plans. I do appreciate the woods being set aside.
Thanks again,
Zhexin
On Fri, Oct 1, 2021, 2:50 PM Aanenson, Kate <kaanenson(a),ci.chanhassen.mn.us> wrote:
Zhexin,
I am in receipt of your email comments. The Master Plan for the Avienda has been in the works for 7 years. All of
environmental and traffic assessments were studied over this time. The plan that is moving forward is consistent
with the approval by the City Council in 2020.The Master plan for Avienda and the surrounding subdivision required
that Bluff Creek Boulevard be built connecting Audubon Road to Powers Boulevard. The Bluff Creek
Boulevard connection condition is also required by the MN Department of Transportation. The connection of Mills
Boulevard was a condition of the Preserve at Bluff Creek Neighborhood because it provides better access for
emergency services. There will be a connection from Lyman Boulevard to Bluff Creek Boulevard. Please see the
approved over all master plan .https://www.ci.chanhassen.mn.us/1746/Avienda?fbclid=lwAR110U6K7ngHnDdQw1-
evidjWemACMHVHBWh2gmct2nKjfiabAcde5XfGZo
The city preserved 21 acres of woods (green space) as a part of the Final Plat that was approved earlier this summer.
I will share your comments with the Planning Commission.
Kate
1
367
Kathryn Aanenson, AICP
Community Development Director
CITY OF CHANHASSEN
PH. 952.227.1139
FX. 952.227.1110
www.ci.chanhassen.mn.us
rr
From: Z Zhang <zhexinzhang@gmail.com>
Sent: Friday, October 1, 2021 1:58 PM
To: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us>
Subject: Avienda comments for Planning Commission and City Council
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Hi Kate,
I hope you're having a good Friday. I have some questions and comments regarding the proposed Avienda
Townhome discussion upcoming for the Planning Commission and City Council. Can you please pass them
on?
I am concerned about the high traffic that will now come through Bluff Creek Blvd. Please see attached
image. Once connected, Bluff Creek Blvd (colored in green) will be the most direct path between
points A and B (NE to SW). Also, it will be the path with the fewest number of eventual stoplights
circled in red. And I believe the intersection of Pioneer Trail and Powers Blvd has a stop light
planned). For those two reasons, there is real risk that drivers will opt not to use the "ring roads" around
2
368
this development (Lyman, Powers, Audubon, Pioneer colored in blue), and instead use Bluff Creek
Blvd as the main path of travel. As you know, GPS navigation is highly prevalent these days and they
are known to direct through-traffic into neighborhoods if it is the most direct route or have less use. A
NY Times article showcases such a scenario, although I hope the circumstances are a little different
than what we're facing(https://www.nytimes.com/2017/l2/24/nyregion/traffic-apps-gps-
neighborhoods.html). What is being done to deter non-residential drivers from using Bluff Creek as the
main access road for the new development? Are we looking into connecting Bluff Creek Blvd to
Lyman instead, which would be the most drastic,but most effective in my opinion. At minimum, I'd
like to see speed limits on Bluff Creek Blvd be limited down to 25,placing multiple speed bumps, and
signage to ban through traffic.
A park needs to be incorporated as part of the townhouse development. Where are the children of the
families living there going to play? Chanhassen prides itself on its green space, and yet none is
provided for these families.
What is the need for connecting Mills St with the new townhomes? The concern is that there will be
leakage" of non-residential traffic into the neighborhood with Mills St connected.
Many neighbors in the Bluff Creek Neighborhood shares these concerns and we look forward to the city's
response.
Thank you,
Zhexin Zhang
3
369
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
ss.
COUNTY OF CARVER )
I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on
September 23, 2021, the duly qualified and acting City Clerk of the City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public
Hearing to consider a request for preliminary and final plat for 39 lots and three outlots for
Avienda Townhomes, Outlots A and C,Avienda; Zoned Planned Unit Development (PUD);
Planning Case No. 2021-22 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.
4rKim . M w' en, City C k
Subscribed and sworn to before me
thisa. day of e._..p-kr,(Ne-r-, 2021. JEAN M STECKLING
Notary Public-Minnesota
my conmvmon Brim Jan 31,2024
Notary Public
87370
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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 TAX NAME»
be used for reference purposes only. The City does not warrant that the Geographic TAX ADD L1»
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 TAX_ADD_L2»
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. 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 users access or
use of data provided.
114
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Subject
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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 Next Record»«TAX NAME»
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes§466.03, Subd. 21 (2000),and the user of this map acknowledges TAX_ADD_L1»
that the City shall not be liable for any damages, and expressly waives all claims,and TAX ADD L2»
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 users access or
use of data provided.
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94377
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES,MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Level 7 Development LLC for Subdivision approval.
On October 5,2021,the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Level 7 Development LLC for preliminary plat approval
of property into 39 lots and six outlots. The Planning Commission conducted a public hearing
on the proposed subdivision 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
1. The property is currently zoned PUD-RC.
2. The property is guided in the Land Use Plan for Office or Regional Commercial.
3. The legal description of the property is: Outlots A and C, Avienda, Carver County,
Minnesota.
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible
adverse effects of the proposed subdivision. The seven(7) affects and our findings regarding
them are:
a. The proposed subdivision is consistent with the zoning ordinance including the Planned
Unit Development RC District regulations;
b. The proposed subdivision is consistent with all applicable City, County and regional plans
including but not limited to the City's Comprehensive Plan and implements the following
policies and goals:
1) Land Use:
a) Encourage development within the MUSA, and support the planned and
efficient expansion of the MUSA to increase the amount of developable land.
b) Support low density residential development in appropriate areas of the
community in such a manner as maintain the aesthetic of existing single-family areas,and to
create new neighborhoods of similar character and quality.
c) Transitions should be created between different land uses.
2) Housing:
a)Provide housing opportunities for all residents,consistent with the identified
community goals.
b)The City will continue to provide alternate types of housing including smaller lot
homes, townhouses, etc. that will supplement the conventional single-family homes.
378
c) Housing development methods such as PUDs, cluster development, and
innovative site plans and building types,should be encouraged to conserve energy and
resources for housing.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation,susceptibility to erosion and siltation, susceptibility to flooding,and stormwater
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 the
subdivision ordinance,Chapter 18,and Water, Sewers and Sewage Disposal,Chapter 19;
e. The proposed subdivision will not cause significant 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 stormwater 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. The planning report#2021-22 dated October 5, 2021, prepared by Kate Aanenson, et al,
is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that City Council approve the Preliminary Plat
subject to the conditions of approval in the staff report.
ADOPTED by the Chanhassen Planning Commission this 5th day of October. 2021.
CHANHASSEN PLANNING . 1 ISSION
BY:
n/
Mark von Oven,Vice Chairman
379