CC Staff report 10.24.22 PC DATE: October 5, 2021
CC DATE: October 24, 2022
CITY OF CHANHASSEN
REVIEW DEADLINE:
CASE #: 2021-22
BY: Kate Aanenson, Eric Hendrickson, Jill
Sinclair, Joe Seidel
SUMMARY OF REQUEST: The applicant is requesting final plat approval.
LOCATION: South of Lyman Boulevard and west of Powers Boulevard
APPLICANT: Level 7 Development LLC
4600 Kings Point Road
Minnetrista, MN 55331
PRESENT ZONING: Planned Unit Development (PUD) RC
2040 LAND USE PLAN: RC Commercial and Office
ACREAGE: 10.5 acres net and 38.86 total gross acres
Level of City Discretion in Decision-Making:
The City’s discretion in approving or denying a Final Plat is limited to whether the proposed
plat meets the standards outlined in the Subdivision Regulations and PUD-RC Ordinance. If it
meets these standards, the City must approve the final plat.
PROPOSAL/SUMMARY
Subdivision of 40+ acres into 39 lots and 6 outlots in Outlot C and part of Outlot F.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
PUD-RC Ordinance 696.
BACKGROUND
The Avienda Development PUD was approved in 2020. The PUD was amended 2021 and given
final plat for 6 out lots and right of way for Bluff Creek Boulevard, Avienda Parkway and Sunset
Trai. The PUD was amended again in 2022. The first phase of the project is the townhomes.
PROPOSED MOTION:
"Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda
Townhomes, Development Contract with plans prepared by Landform dated September 30, 2022,
subject to the attached conditions and adopts the attached Recommendations."
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EXISTING CONDITIONS
The site has been graded to prepare for development. All areas for preservation Outlot A and E
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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FINAL PLAT
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Avienda Townhomes Plat Areas
Permitted Uses: Housing
Based on the Revised PUD in September 2022 the maximum number and type of units are:
a. 39 Town Homes
b. 53 Row homes
c. Senior housing independent living and (assisted not to exceed 200 unit of 2 building
at 150 units).
d. 417 Apartments
Setbacks
Front yard = 5 ft.
Rear = 5 ft.
Side = 5 ft.
Outlot A – 66,747 Sf. – 1.53 Ac.
Outlot B – 32,254 Sf. – 0.74 Ac
Outlot C – 153,289 Sf. – 3.52 Ac.
Outlot D – 212,604 Sf. – 4.88 Ac.
Outlot E – 992,133 Sf. – 22.78 Ac.
Outlot F – 70,451 Sf. – 1.62 Ac.
Block 1
Lot 1 – 4,533 Sf. – 0.10 Ac.
Lot 2 – 4,840 Sf. – 0.11 Ac.
Lot 3 – 4,840 Sf. – 0.11 Ac.
Lot 4 – 4,840 Sf. – 0.11 Ac.
Lot 5 – 4,840 Sf. – 0.11 Ac.
Block 2
Lot 1 – 4,835 Sf. – 0.11 Ac.
Lot 2 – 4,840 Sf. – 0.11 Ac.
Lot 3 – 4,773 Sf. – 0.11 Ac.
Block 3
Lot 1 – 4,551 S.f. – 0.10 Ac.
Lot 2 – 4,840 Sf. – 0.11 Ac.
Lot 3 – 4,840 Sf. – 0.11 Ac.
Lot 4 – 4,840 Sf. – 0.11 Ac.
Lot 5 – 4,840 Sf. – 0.11 Ac.
Lot 6 – 4,840 Sf. – 0.11 Ac.
Lot 7 – 4,840 Sf. – 0.11 Ac.
Block 4
Lot 1 – 4,692 Sf. – 0.11 Ac.
Lot 2 – 5,218 Sf. – 0.12 Ac.
Lot 3 – 5,323 Sf. – 0.12 Ac.
Lot 4 – 5,707 Sf. – 0.13 Ac.
Lot 5 – 5,218 Sf. – 0.12 Ac.
Block 5
Lot 1 – 4,840 Sf. – 0.11 Ac.
Lot 2 – 4,840 Sf. – 0.11 Ac.
Lot 3 – 4,840 Sf. – 0.11 Ac.
Lot 4 – 4,840 Sf. – 0.11 Ac.
Lot 5 – 4,840 Sf. – 0.11 Ac.
Lot 6 – 4,840 Sf. – 0.11 Ac.
Lot 7 – 4,840 Sf. – 0.11 Ac.
Lot 8 – 4,840 Sf. – 0.11 Ac.
Lot 9 – 4,840 Sf. – 0.11 Ac.
Lot 10 – 4,840 Sf. – 0.11 Ac.
Lot 11 – 4,840 Sf. – 0.11 Ac.
Block 6
Lot 1 – 6,101 S.f. – 0.14 Ac.
Lot 2 – 6,274 S.f. – 0.14 Ac.
Lot 3 – 6,166 S.f. – 0.14 Ac.
Lot 4 – 5,763 S.f. – 0.13 Ac.
Lot 5 – 5,763 S.f. – 0.13 Ac.
Lot 6 – 6,461 S.f. – 0.15 Ac.
Lot 7 – 6,496 S.f. – 0.15 Ac.
Lot 8 – 5,763 S.f. – 0.13 Ac.
Perimeter setback
PUD exterior = 30 ft.
Bluff Creek = 40 ft.
Residential = 30 ft.
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EASEMENTS
The applicant is proposing adequate drainage and utility easements (DUE) as well as public
right-of-way (ROW) in accordance with city ordinances. The applicant has provided a 60-foot
ROW and a 10-foot-wide DUE corridor abutting the public ROW. This corridor is provided by
the applicant through the use of outlots which are proposed in all areas not necessary to construct
villa homes. This includes areas where public utilities, private streets, and green space are
located. These outlots (Outlot A, B, C and F) are encumbered by DUE, which is a typical
practice for this type of development.
EXISTING CONDITIONS SURVEY
The proposed subdivision is within the Planned Unit Development (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 has been mass graded in
accordance with the grading permit issued June 4, 2021 and public utilities installed in
accordance with the Development Contract approved July 12, 2021.
The proposed subdivision will consist of a total of three Outlots (B, C and F) along with 39
parcels to facilitate villa homes and associated green space and private streets.
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 has been graded to achieve the elevations necessary 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 final plat grading plans dated
September 30, 2022 for the Avienda Townhomes. The grading plans for Avienda Townhomes
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.
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 Townhomes phase of construction.
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, that generally meets
the requirements listed under Sec. 19-145. Staff has included comments in the ESCP to be
addresses prior to recording the final plat.
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RETAINING WALLS
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 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 continually 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:
The street designs shown in the construction 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.
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SANITARY SEWER AND WATERMAIN
The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water
needs of the subdivision. 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 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.
STROM WATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required storm water 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.”
Riley Purgatory Bluff Creek Watershed District (RPBCWD) approved a permit for Phase 1,
which included the mass grading of the Avienda development and the construction of streets,
trails and utilities within Bluff Creek Boulevard, Avienda Parkway and Sunset Trail, and Phase
2, Avienda Townhomes, on July 12, 2022. Phase 1 and Phase 2 of the Avienda development
were shown to be in compliance with or received variances for floodplain management and
drainage alterations, erosion control, wetland and creek buffers, and stormwater management
under the RPBCWD permit. Since the site was permitted for both Phases 1 and 2, the additional
information below includes sizing and design requirements for both phases.
A total of 12.22 acres of impervious were planned for Phases 1 and 2 (4.0 acres planned within
the Avienda Townhomes site); 1.6 acres of impervious are sidewalks and trails, which were
exempt under RPBCWD rules. The site was ruled a restricted site based on soil borings and
onsite infiltration testing showing low infiltration feasibility. The site is meeting the RPBCWD
abstraction requirements of 0.55 inches of runoff from the regulated impervious through onsite
rainwater harvest and reuse. The reuse system is intended to irrigate both the properties within
the Avienda Townhomes site and the greenspace along the boulevards of Bluff Creek Boulevard,
Avienda Parkway and Sunset Trail. Additional information on the stormwater reuse and
irrigation should be provided prior to approval of the Avienda Townhomes development. This
should include a water balance to confirm there is enough water supply in the identified source
best management practices (BMPs) for the proposed irrigation demand. Additionally,
information on the main components of the irrigation system (pump location, irrigation main
line, etc.) should be included for review.
MIDS modeling was provided to demonstrate water quality treatment exceeding 60% total
phosphorus removal and 90% total suspended solids removal. In additional to the stormwater
reuse, a series of filtration basins, vegetated swales and detention ponds are used in order to meet
water quality requirements. The MIDS modeling provided shows the following pollutant
removal efficiencies to the two ultimate discharge points:
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TSS Removal
Efficiency
TP Removal
Efficiency
Lake Susan 90.0% 73.2%
Bluff Creek 90.4% 75.9%
Proposed rates are reduced from existing rates for the 2-, 10- and 100-year storm events at all
discharge points from the site. Freeboard requirements are met for all proposed homes with
respect to adjacent BMPs. All emergency overflows need to be added to the grading plans to
confirm adequate freeboard between the proposed homes and the emergency overflows is
provided. The BMPs outside of the City right of way will be privately owned and maintained.
Additional information on the proposed inspection and maintenance of the stormwater
management system will be needed prior to final approval.
Storm Water Infrastructure Design
As noted previously Avienda Townhomes proposed to meet rate and water quality requirements
through the use of above and below ground filtration basins, vegetated swales, detention ponds,
and stormwater reuse. Confirmation of the outlet and bottom elevation of the surface filtration
basin 31P is needed due to the inconsistency between the HydroCAD modeling and the plans
details. Runoff is proposed to be routed to the stormwater basins either through storm sewer or
surface flows. Updated storm sewer sizing calculations representative of the storm sewer in the
plans should be provided to confirm storm sewer is sized for a 10-year storm event. Additionally,
there are multiple locations where water will flow 350-450 feet along the gutter before draining
to a catch basin. Additional inlets shall be added to those locations to reduce gutter flow, or
applicant should include information on potential spread within the roadways to demonstrate
inlet spacing is adequate as proposed. A drainage swale is proposed behind townhomes south of
Bluff Creek Boulevard. The drainage swale conveyance shall be confirmed to be adequate based
on the anticipated flows, as this was swale was not modeled in HydroCAD.
Storm Water Utility Connection Charges
City Ordinance 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.
This fee will be applied to the new lots of record being created. The fees will be assessed at the
rate in effect at that time; 2022 rates are $15,870.00 per acre for high-density residential:
PER ACRE FEE ACRES FEE
$15,870 40.34 640,195.80$
$15,870 1.53 (24,281.10)$
$15,870 0.74 (11,743.80)$
$15,870 3.52 (55,862.40)$
$15,870 4.88 (77,445.60)$
$15,870 22.78 (361,518.60)$
$15,870 1.62 (25,709.40)$
$15,870 0.72 (11,426.40)$
4.55 72,208.50$
NURP Reduction
(50%)36,104.25$
OUTLOT D
OUTLOT E
AREA
SURFACE WATER
DEVELOPMENT FEE
GROSS AREA
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT F
MILLS DRIVE ROW
NET AREA
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The SWMP fee on this project is $72,208.50. 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 $36,104.25.
ASSESSMENTS
Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be
assessed at the rate in effect at that time; 2022 rates for partial hookup fees are $691.00 per unit
for sanitary sewer and $2,562.00 per unit for water. The remaining partial hookups fees are due
with the building permit.
FEES
Based on the proposal the following fees would be collected according to rates in effect for 2022
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: $21,379.85
b) Surface water management fee: $15,870/acre, or $36,104.25
c) A portion of the water hook-up charge: $2,562/unit, or $99,918.00
d) A portion of the sanitary sewer hook-up charge: $691/unit, or $26,949.00
e) Park dedication fee: $5,800/dwelling, or $226,200.00
f) GIS fees: $100 for the plat plus $30 per parcel, or $1,270.00
g) Street light operating fee for one year: $300 per light, or $1,200.00
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
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within the development but will need to redistribute the species selection in order to meet Code
requirements for diversity.
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.
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2. The applicant shall meet minimum bufferyard planting requirements for North and South
townhome areas.
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). There is a Park and Trail credit to the Avienda
Development therefore no new Park and Trail fee will be collected with this development.
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MISCELLANEOUS
Fire Comments
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. Final plat must be recorded before lot addresses can be established and before any
building permits can be issued
2. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
3. 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
4. A building permit must be obtained before beginning any construction.
5. Retaining walls (if present) more than four feet high, measured from the bottom of the
footing to the top of the wall, must be designed by a professional engineer and a building
permit must be obtained prior to construction. Retaining walls (if present) under four feet
in height require a zoning permit.
RECOMMENDATION
Staff recommends approval of the Subdivision of 40+ acres into 39 lots and 6 outlots, Avienda
Townhomes, Development Contract with plans prepared by Landform dated September 30,
2022, subject to the following conditions:
Planning
1. Homes shall be constructed and designed consistent with the PUD (Ordinance 696).
Building
1. Final plat must be recorded before lot addresses can be established and before any
building permits can be issued.
2. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
3. 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.
4. A building permit must be obtained before beginning any construction.
5. Retaining walls (if present) more than four feet high, measured from the bottom of the
footing to the top of the wall, must be designed by a professional engineer and a building
permit must be obtained prior to construction. Retaining walls (if present) under four feet
in height require a zoning permit.
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Fire Comments
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.
Landscaping and Tree Preservation
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.
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.
Engineering
1. All public utilities will require adequate drainage and utility easements prior to approval
of final plat. Staff recommends Block 1 Lot 24, Block 2 Lot 9 and Bloc 3 Lot 9 be
encumbered by public drainage and utility easements. Condition has been met.
2. The applicant must provide the City the total area of right-of-way being dedicated along
with the area of public DUE in square footage and per lot. Condition has been met.
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. Condition has been met.
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. Condition still applies.
5. The applicant shall submit an updated existing condition survey illustrating all of the
requirements of Sec. 18-40. Condition has been met.
6. The existing overhead electric 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. Condition has been met.
7. The applicant shall provide street and utility profiles prior to final plat approval.
Condition has been met.
8. Emergency overflow elevations and routes along with lot benching details shall be
submitted prior to final plat approval. Condition still applies.
9. Any grades over 3:1 on the proposed grading plan need to be indicated for review and
approval prior to final plat approval. Condition has been met.
10. The applicant is required to provide an updated SWPPP for the proposed subdivision
prior to approval of final construction plans. Condition still applies.
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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. Condition still applies.
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. Condition no longer applies due to updated construction plans.
13. All newly constructed public streets (Mills Drive) will be publicly owned and maintained
after acceptance of the public improvements by the City Council. Condition still
applies.
14. Construction design elements associated with the street plans such as signage, striping,
street lights, intersection details, profiles, street radii, etc. including the horizontal
curvature information will be required prior to final plat approval of final construction
plans. Condition has been modified for clarity, and still applies.
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 Blvd and
“Private Drive S”. Condition has been met.
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. Condition has been
met.
17. The applicant will be required to provide design calculations and justification that the
spacing of the proposed intersection of Bluff Creek Blvd. 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. Condition has been met.
18. The final construction plans must be updated and approved to meet staff’s comments
prior to recording of final plat. Condition has been modified for clarity, and still
applies.
19. All sanitary sewer and water mains will be publicly owned and maintained after
acceptance of the public improvements by the City Council. Condition still applies.
20. An engineer’s estimate for the cost of public improvements must be provided prior to
approval of the final plat. Condition has been met.
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. Condition
still applies.
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, RPBC Watershed District, Board of Water and Soil Resources, PCA,
etc.). Condition still applies.
23. A Homeowners Association must be formed to ensure perpetual maintenance of all
common areas and private utilities. New condition.
Water Resources
1. The net SWMP Fee due at the time of final plat is $36,104.25. Condition has been
modified to match plan submittal, and still applies.
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. Condition still applies.
512
Avienda Townhomes Final Plat Approval
October 24, 2022
Page 15
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. Condition still applies.
4. TCs do not appear to have been updated in the modeling for the Phase 2 subcatchments.
Condition has been met.
5. The applicant shall confirm that TCs are still accurate for the Phase 2 condition.
Condition has been met.
6. 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. Condition still applies.
7. The applicant shall confirm freeboard requirements are still being met after making any
necessary modeling updates based on comments provided. Condition still applies.
8. 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. Condition still
applies.
9. 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. Condition
has been met.
10. The applicant shall provide an operation and maintenance plan that identifies the
maintenance, inspection, and monitoring schedule and responsible party for private
BMP’s. Condition still applies.
11. 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.
Condition has been met.
12. Applicant shall confirm storm sewer sizing calculations provided are correct and are
consistent with HydroCAD modeling. Condition has been modified for clarity, and
still applies.
13. The existing storm sewer shall be shown on all utility plans. It does not appear to be
shown or clearly depicted in the utility plans. Condition has been modified for clarity,
and still applies.
14. Details and cross sections for the Phase 2 BMPs shall be included in future submittals to
confirm modeling. Condition has been met.
15. 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. Condition still applies.
16. Details on any proposed outlet structures including EOFs or pretreatment structures for
the proposed BMPs shall be included in future submittals. Condition has been modified
for clarity, and still applies.
17. There are areas in the plans with slopes steeper than 3:1. Applicant shall regrade these
areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City.
Condition has been modified for clarity, and still applies.
18. The applicant shall confirm an easement isn’t needed over the proposed storm sewer
between Lots 14 and 15 in the western townhomes area. Condition still applies.
19. The applicant should provide RPBCWD erosion control notes on page 7. Condition has
been met.
20. Inlet protection, rock entrances, erosion control blanket and other erosion control
measures shall be shown on the plans. Condition has been met.
513
Avienda Townhomes Final Plat Approval
October 24, 2022
Page 16
21. Additional water resources comments are included on the plans for the applicant to
address moving forward. – New Condition.
22. Additional information on the stormwater reuse and irrigation system shall be provided to
the city to review and approve the design prior to approval of the Avienda Townhomes
development – New Condition.
23. Additional catch basin inlets should be added to locations identified in the plans to reduce
gutter flow. Alternatively the applicant shall include information on potential spread
within the roadways to demonstrate inlet spacing is adequate as proposed. – New
Condition.
24. Additional calculations and HydroCAD modeling shall be provided for the proposed
drainage swale behind townhomes south of Bluff Creek Boulevard to confirm the design
is adequate for the anticipated flows. – New Condition.
ATTACHMENTS
1. Development Review Application
2. Final Plat
3. Submittal Plans dated September 2022
4. Development Contract
5. Charles Cudd Product Visuals
g:\plan\2021 planning cases\21-22 avienda townhomes - outlots a and c, avienda\21-22 avienda townhomes final
plat\staff report - final.docx
514
CO TIUN]TY DEVELOP ENT DEPARTIIENT
Planning Division - 7700 Market Boulevard
Mailing Address - P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-13W I Fax: (952) 227-1110
Submitlal Date PC Date:
CNYM CHAI{H,ISSII{
APPLICATION FOR DEVELOPMENT REVIEW
rc,w, mlZel lZz fl)oay Rsvbn, Dab:tolts lzz
Section 1: Application Type (check all that apply)
(Refor lo tlro a@rqtido App/icdbl Ch€cldid lt /lqJirrd
E Cornprehensive Plan Amondmont......................... S600E Minor MUSA line for failing on-site sowers ..... $100
E Conditional Uso P6rmit (CUP)
E Single-Family Residencs ................................ 0325fl Ar orhers........ ..................0425
E lnterim Us€ Permit (lUP)
D ln conjunc'tion with SingFFamily Rosidonca.. $325! litt otrers $425
subniltd hlotnatioo that n,,/,st @npaoy Ns epdbation)
E SuMivision (SUB)
D Creato 3lots or |ess...........
tr!
D
.......................-.$300
D Creato ov6r 3 lots ......................$600 + $15 per lot( lots)
$150
$700
$150
s275
Psrmit
Lot Line Adjustrnent
(lndudos 1450 oscrof,r foi atbrnoy ccts)'
'AddlbEl olcrow msy bo ]€qrfrd fur othor apdicalioru
throqh tE d6.€logmq cq|tgct
E Vacatirn of Eas6m6nts/Right-of-way (VAC)........ $300
(Adddon l rscolfig ft6 rnay edy)
! Varianc€ (VAR)$200
I Rezoning (REZ)
! Pbnned Unit Dev€lopment (PUD) ..................0750
! Minor Amondment b existing PUD................. El00E Alt oheG........ .-...............0500
! Sign ptan Revievy...................................................8150
! Site Frlan Review (SPR)
Administralive ... t100
CommerciaUlndustrial Districts'$s00 $100Plus $10 per 1,000 square feet of building ar6a:( thoGand squar€ feot)
'lndude ,.rnb€. oa 9I4E!Eq drplq/o63: _
1rdu(b nqnbG. . @! c do)fo€.:E Resirontial Disbicts ..........05m
Plus $5 psr dw€lling unit ( uniB)
D Zoning Ordinanca Amondment (ZOA)$500
!g!E: Wh.n multlpL Tplic.tbo. .t! p.oc..trd conclrr.i0y,
th. .p!.oFLt t!. .h.ll b. .rr.O.d ior..dr .pplicadoi.
E Pmperty Os,ners' List w'thin 500' (city b gpr|esb dror Flr0dic.tbo m!d|g) .................. .33 per addmss
( 90 6ddr6s€s)
E Escrow for Recording Documents (cfiod( all that
f) Condilional Us€ P6mit
A vacationD Metes & Bounds Subdivisbn (3 docs.)
350 per document
L_ easemsnts) E Deeds
TOTAL FEE:$620.00
tr!
fl sito Plan Agrsem€nt
D Wetand Alteration Pemit
AviendaProporty Addross or Location:
Parcel #:Legal Description Outots A and C, Avisnda
TotalAcreage:38.86 Wotlands Pressnt?Z Yas E tto
Present Zoning:Plannsd Unit Oevelopm6nt (PUD)Rsquested Zoning . Not Applicable
Present Land Use Designation:Mixed Request€d Land Use Designation:Not Applicable
Echeck box if separate narrative is attached.
Varianc6
Section 2: Required lnformation
Dsscription of Proposal: Final Plat and Vacation lor Avionda Townhom€s - Soe Attached Nanative
E{sting Use of Proporty:vacant
515
Section 3: Property Owner and Applicant lnformation
APPUCANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtainod
authorization from ths prop€rty owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to obiect at th6 hearings on the application or during the appeal period. lf this application has not been signed by
ths prop€rty omer, I have attachod soparate documontation of full logal capacity to fils the application. This application
should be processed in my name and I am the party whom the City should contacl regarding any matter pertaining to thb
applicdbn. I will keep mysetf informed of the deadlines for subrnission of material and the progress of lhis applklation. I
furfter understand that additional fe€s may be charged for consulting fees, feasibility studies, e!c. with an estimata prior to
any authorization to proceed with th6 study. I certify that the information and exhibits submitted are tue and corBcl.
Name:Contaci:
Phon6:
Mark Nordland
Address:4600 Kings Point Boad
City/StateZip:
Email:
Minnetrista, MN 55331 Cell:
Fax:
(6121812-7om
mnordland @ nordlandpartners.com
Signature:Date:
PROPERTY OWI{ER: ln signing this a , as prcperty owner, have full legal capacity lo, and hsreby do,
authorize lhe filing of this applietion. I understand lhat coarditions of approval are binding and agree to be bound by thos€
conditions, subjed only to the right to object at the hearings or during lhe appeal periods. I will keep m)rsetf informed of
the dsadlines for submission of matsdal and the progress of this application. I furfier und€rstand that additional fs6s may
b€ charged for consulting fees, feasibility studies, etc. with an ostimato prior to any aulhoriza0on to procoed with tho
study. I c€rtify that the information and exhibib submittod are truo and conec{.
Name Level 7 Development LLC 96616gt. Bahram Akadi
Phon6: (S54m4TnAddross:.1600 Kings Point Road
City/StateZip:
Email:
Minnetrista, MN 55331 C€ll:
Fax:
(612) 812-12t 1
@n.
Sllnature:Date:
PR(UECT ENGINEER (if appliEble)
Name: Lendlorm Prolessional Servicas, LLC Coltaci. Stovon Sabraski
Phone: (612) 638{243Address:105 South Filth Avenue, Suile 513
City/Statezip:Minneapolis, MN 55401
ssabraski@landlorm.n6t
Cell:
Fax:Email:(612' 252-9077
Urho should receive coplos of atafr reports?'Oth6r Contact lnformatlon :
Name: Kendra LindahlE Prop€rty owns via: D Email
El Applicant Vra: E Email
! Mailed Paper Copy
E Mailed Pap€r Copy
E Mailed Paper Copy
E Mailed Pap€r Copy
Address: 105 South Filth Avenue, Suite 513City/Statezip: Minneapolas. MN 55401Email: klindahl@landlorm.net
INSTRUCTIONS TO APPLICANT:Complete all necessary form fields, then selecl SAVE FORM to save a copy to your
dovic€. PRINT FORM and delivsr to city along with required documents and payment. SUBMIT FORM to send a digital
SAVE FONM PRII{T FORI'SUBMTT FORII
Thb application must b€ comdeted in full and must be accompanied by all
applicable City Ordinance provisions. Bebre filing this application, refer to the apFopriate Applicatbn Checklist
and confer with the Planning Departrnent to determine lhe sp€cillc ordinance and appli€bl6 procedural
roquirements and fs€s.
A determination of completeness of the application shall be made within 15 business day€ of apdication submittal. A
written notice of application deficienciss shall be mailed to the applicant within l5 businoss da)rs of application.
and plans raquired by
Section 4: Notification lnformation
tra Engineer
Ofied
Vra:
Vra:
tr
@
Email
Email
Lsvsl 7 Devolopment LLC
copy to the city for procossing.
516
OUTLOT A
OUTLOT D
MAT
C
H LI
N
E
See sheet 2 of 3 sheetsSEE SHEET 3 OF 3 SHEETS FOR DETAILOF BLOCKS 1 THROUGH 5W. line of Outlot C, Avienda1540.84 N01°05'17"E190.81 S0°21'54"W125.74
N89°38'06"W
93.35
S86°43'46"W
8 1.40R =54.00Δ =8 6°21'53"
S
4
2
°
4
3
'
4
2
"
E
5
5
.
0
4
S86°10'48"E
79.92
R =11416.16 Δ =2°51'5 0 "5 7 0.6 3
220.98 S89°02'39"E
346.68 N88°54'43"W
5
8
0
.
6
8
S
5
2
°
5
0
'
2
9
"
E
R=240.00Δ=75°3 2 '4 8 "3 1 6 .4 5
R=1390.00Δ=11°26'58"277.76R=1815.00Δ=13°50'58"438.72339.67360.00781.1660.00R=536.00 Δ =3 5 °2 6 '1 1 "3 3 1 .5 1 82.00R =54.00Δ =87°00'29"S10°28'50"E
46.34
R=1313.52
Δ=2°53'57"
66.46
30.89
R=456.00
Δ=3°52'52"161 .5 5
R =37 0 .5 0
Δ=24°5 8 '5 9 "52.0
0
N
4
1°
0
4'
5
0"
E
68.04
R=1148.00
Δ=3°23'46"
9
0
.
6
9S3
7
°
4
5
'
4
4
"E
98.09
N18°43'39"E
MILLS
DRIVE 606062.05
R=978.00
Δ=3°38'07"
5.49
Δ=00°10'24"
Δ =2 7 °5 0 '0 8 "
1 1 6 .6 0
Δ=47°42'40"199.8 5
WET
L
A
N
D
Drainage and Utility Easementover all of Outlot CDrainage and Utility Easement
over all of Outlot D
Drainage and Utility Easement
over all of Outlot A
Drainage and Utility
Easement over all of Outlot B
AVIENDA TOWNHOMES
Denotes 1/2 inch iron pipe monument found.
Denotes 1/2 inch by 14 inch iron pipe monument set and
marked by License No. 24332.
Bearings shown are based upon the west line of Outlot C,
AVIENDA which has an assumed bearing of N01°05'17"E.
NORTH
0 100 200
1 INCH = 100 FEET
SCALE IN FEET
517
OUTLOT E
MAT
C
H LI
N
E
See sheet 1 of 3 sheets
SEE BELOW FOR DETAIL OF BLOCK 6
208.59
N90°00'00"W
195.69
N84°03'11"W 128.86
N77°16
'
3
3
"
W
123.
1
2
N72°
4
5
'
3
1
"
W
105
.
4
3
N6
7
°
2
2
'
4
9
"
W
83
.
4
9
N6
0
°
5
6
'
4
4
"
W N3
9
°
2
2
'
3
3
"W
8
9
.
2
1
85.52N5°33'21"W109.18N15°04'06"W
N5
9
°
5
5
'
5
3
"
W
89
.
0
2
14.59
N7°45'55"W
R=2355.00 Δ =08°16'5 2"3 4 0.3 7 340.14 S89°39'32"E
Δ =12 °5 4 '0 9 "R =113 6 .0 0 2 5 5 .8 2
56.29
R=94.00
Δ=34°18'40"
R=66.00
Δ=32°09'21"
37.04
56.91
N79°35'38"
E
R=66.00
Δ=44°01'18"
50.71
43.76
R=94.00
Δ=26°40'33"
R =9 5 2 .7 7
Δ =5 °0 1 '3 9 "
8 3 .6 0
Δ =1 4 °4 1 '2 8 "
R =9 5 2 .7 7 2 4 4 .3 0
N81°58'01"E
38.61
709.36 S7°02'36"E152.11 S29°19'19"W1149.34 N88°03'46"W263.03 S1°56'14"W17.0
6
106.0
6
86.61
N14°20'53"W
82.98 N51°31'40"W
S81°22'40"
E
160.66
R=52.00
Δ=49°26'03"
44.86
R=85.00
Δ=72°39'22"
107.79
R=94.00
Δ=51°53'57"
85.15
R=456.00
Δ=3°52'52"
30.89
Δ=07°45'25"318.8 321.54
Δ=00°31'27"N41°04'50"E52.00R =37 0 .5 0
Δ=24°5 8 '5 9 "161.55
CBRG=S39°22'58"W
C=68.03
R=1148.00
Δ=3°23'46"
68.04
Drainage and Utility Easement
over all of Outlot E
Drainage and Utility Easement
over all of Outlot F
60.05 S
7
7
°
5
8
'
3
9
"
E
263.03S01°56'14"WDETAIL OF BLOCK 6
7
6543
2
1
8
110.90
N
7
8
°
4
9
'
2
2
"
W
237.35 N90°00'00"E
70.64
S
7
6
°
5
4
'
2
0
"
E
56.50
S
7
5
°
0
3
'
0
5
"
E
56.50
S
7
5
°
0
3
'
0
5
"
E
54.16 S81°
2
4
'
5
7
"
E 102.00 S14°56'55"W56.52 S85°27'58"E
176.96 N90°00'00"E
65.47 S82°49
'
4
1
"
E105.12 S12°01'21"WS9°36'12"W106.04N3°55'46"E102.24N0°00'00"E102.00S0°00'00"E102.00S0°00'00"E102.00S5°55'57"W107.04S14°56'55"W102.0063.96 56.50 56.50
67.4056.5056.5056.95
55.33
55.58
8
2
.
9
8
N
5
1
°
3
1
'
4
0
"W86.61 N14°20'53"W263.03 S1°56'14"WDrainage and Utility Easement
over all of Outlot F
AVIENDA TOWNHOMES
Restricted Access per Doc. No. A503436
NORTH
0 100 200
1 INCH = 100 FEET
SCALE IN FEET
NORTH
0 30 60
1 INCH = 30 FEET
SCALE IN FEET
Denotes 1/2 inch iron pipe monument found.
Denotes 1/2 inch by 14 inch iron pipe monument set and
marked by License No. 24332.
Bearings shown are based upon the west line of Outlot C,
AVIENDA which has an assumed bearing of N01°05'17"E.
518
220.00 S1°05'17"W
1540.84 N01°05'17"E
781.16
60.00 360.00
381.72 S01°05'17"W
385.00 N01°05'17"E
385.00 S01°05'17"W
110.42 N89°37'00"E115.25 N89°37'00"E65.22 S84°45'23"E52.72 S84°45'23"E56.60 S75°32'58"E53.96 S66°25'44"E90.
4
0
N
2
3
°
3
4
'
1
6
"
E
61.48 S66°25'44"E69.59 S75°32'58"E580.68 S52°50'29"E88.00 S88°54'43"E88.00 S88°54'43"E220.00 S01°05'17"W
88.00 N88°54'43"W105.00 S88°54'43"E145.00 S01°05'17"W 115.21 S88°54'43"E88.00 S00°59'45"W
346.68 N88°54'43"W164.87 S88°54'43"E160.54 S88°54'43"E88.00 S88°54'43"E271.67 N01°05'17"E
60
60 60R =18 15 .0 0 Δ =13 °5 0 '5 8 "4 3 8 .7 2
Δ =8 °0 5 '12 "2 5 6 .17
Δ =1°5 4 '2 7 "6 0 .4 2
Δ =3 °4 0 '5 5 "11 6 .6 4
Δ=00°10'24" 5.491234567
1
2
3
4
5
1 2 3 4 5 6 7
8 9 10 11
OUTLOT C
OUTLOT B
3
2
1
54321
13MILLS DRIVER=1390.00 Δ=11°26'58"277.76R=240.00Δ=75°32
'
4
8
"
3
1
6
.45Δ=
4
7°
4
2'4
0
"
1
9
9.8
5
90.22 S00°23'00"E68.53N63°07'58"WN18°
4
8
'
4
4
"
E
90.7
1
N10°35'5
5
"
E
90.65
N02°40'47"E
90.35
S00°23'00"E
90.22
55.0055.4260.2555.0055.0055.0055.0055.00
55.0055.0055.0055.0055.0055.0055.00
55.00 55.00 55.00 55.00 55.00 55.00 55.00
55.00 55.00 55.00 55.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.0029.64117.64 S88°54'43"E29.6488.0088.00R =8 0 .0 0 Δ =90°00'00"125.66R=80.00Δ=90°00'0 0 "1 2 5 .6 6 122.32145.00
105.00Δ=90°00 '0 0 "31.42
3 1 .42Δ =9 0 °00'00"54.8755.0055.0050.5355.0055.01S01°05'17"W
88.00 28.40 N54°37'08"WN34°
2
0'
2
5"
W
76.4
9
51.67 55.00 55.00 55.00 55.00
55.0055.0055.0055.0046.03
S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00N1
9
°
2
7
'
0
2
"
E
82.
5
3
55.00 55.00 55.00 55.00 55.00 55.00 51.72
51.7255.0055.0055.0055.0055.0055.00
S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00S88°54'43"E88.00390.31 S02°43'53"E
289.62
N
1
9
°
4
3'
0
8
"
W
27.86 N70°03'02"E127.36 N45°47'08"W
34.88 N67°54'44"W
N88°54'43"W88.0088.00 S88°54'43"E79.00 S88°54'43"EΔ=64°09'29"
11.20
S88°54'43"E88.002
R=1825.00
Δ=0°57'01"
30.27
C=30.27
CBRG=N07°24'23.38"W4
5
381.72 N01°05'17"E
266.03 S01°05'17"W
Drainage and Utility Easement
over all of Outlot C
Drainage and Utility Easement
over all of Outlot B
AVIENDA TOWNHOMES
Being 10 feet in width and adjoining right
of way lines as shown on the plat.
DRAINAGE AND UTILITY
EASEMENTS ARE SHOWN THUS:
NORTH
0 40 80
1 INCH = 40 FEET
SCALE IN FEET
Denotes 1/2 inch iron pipe monument found.
Denotes 1/2 inch by 14 inch iron pipe monument set and
marked by License No. 24332.
Bearings shown are based upon the west line of Outlot C,
AVIENDA which has an assumed bearing of N01°05'17"E.
519
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
>
>
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RIPRAP
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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
UNDERGROUND TELEPHONEUT
UNDERGROUND ELECTRICUE
GAS LINEG
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
MINOR CONTOUR123MINOR CONTOUR123
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
DESCRIPTIONSHEET NO.
CIVIL & LANDSCAPE TITLE SHEET
PRELIMINARY PLAT
EXISTING CONDITIONS
SITE PLAN OVERALL
SITE PLAN NORTH
SITE PLAN SOUTH
TYPICAL STREET SECTIONS
GRADING, DRAINAGE,
& EROSION CONTROL OVERALL
GRADING, DRAINAGE,
& EROSION CONTROL NORTH
GRADING, DRAINAGE,
& EROSION CONTROL SOUTH
GRADING, DRAINAGE,
& EROSION CONTROL ENLARGED
SWPPP
BASIN CROSS SECTIONS
BASIN CROSS SECTIONS
UTILITIES - OVERALL
PRIVATE DRIVE NW STREET & STORM
PRIVATE DRIVE NW STREET & STORM
BLOCK 1 REAR YARDS STORM
BLOCK 1 REAR YARDS STORM
MILLS DRIVE STREET
MILLS DRIVE STREET & STORM
BLOCK 2 REAR YARDS STORM
PRIVATE DRIVE SOUTH STREET
PRIVATE DRIVE SOUTH STREET
PRIVATE DRIVE SOUTH STORM
PRIVATE DRIVE NW SANITARY & WATER
MILLS DRIVE SANITARY & WATER
MILLS DRIVE SANITARY & WATER
PRIVATE DRIVE SOUTH SANITARY & WATER
PRIVATE DRIVE SOUTH SANITARY & WATER
CIVIL CONSTRUCTION DETAILS
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
PHOTOMETRICS PLAN
LANDSCAPE DETAILS
CERTIFICATIONS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
OWNER
C0.1
C0.2
C1.1
C2.1
C2.1A
C2.1B
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.2
C3.3A
C3.3B
C4.1
C5.1A
C5.1B
C5.1C
C5.1D
C5.2A
C5.2B
C5.2C
C5.3A
C5.3B
C5.3C
C6.1
C6.2A
C6.2B
C6.3A
C6.3B
C7.1
C7.2
C7.3
C7.4
L2.1
L2.2
L2.3
L2.4
L4.1
L7.1
PROJECT CONTACTS
08.31.2109.08.21X
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X 09.21.2102.22.2204.25.2206.21.2209.30.22SHEETS 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.Yard
YR.Year
UNDERGROUND FIBER OPTICFO
EROSION CONTROL BLANKET
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
1
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: 09/30/2022
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: 09/30/2022
47165
44803
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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
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TEL:
FAX:
CITY PLANNER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
KATE AANENSON
kaanenson@ci.chanhassen.mn.us
952-227-1139
952-227-1110
TEL:
FAX:
BUILDING OFFICIAL
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
ERIC TESSMAN
etessman@ci.chanhassen.mn.us
952-227-1180
952-227-1190
TEL:
FAX:
ELECTRIC
XCEL ENERGY
404 NICOLLET MALL
MINNEAPOLIS, MN 55401
612-330-5500 TEL:
FAX:
TELEPHONE
CENTURYLINK
200 S 5TH ST.
MINNEAPOLIS, MN 55402
866-642-0444TEL:
FAX:
GAS
CENTERPOINT ENERGY
700 LINDEN AVE W.
MINNEAPOLIS, MN 55403
NewConstructionServices@CenterPointEnergy.com
800-342-4166
TEL:
FAX:
CITY ENGINEER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
CHARLES HOWLEY
chowley@ci.chanhassen.mn.us
952-227-1160
952-227-1170
SITE / UTILITY CONTACTS
TEL:
FAX:
CITY INSPECTOR
KIMLEY-HORN
767 EUSTIS STREET, SUITE 100
ST. PAUL, MN 55114
BOB SCHMIDT
bob.schmidt@kimley-horn.com
651-643-0413BLUFF
C
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EK BLV
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520
30' BUILDING SETBACK20' PARKING SETBACK10' PARKING SETBACKWETLAND 3WETLAND 4BTM=884100-YRHWL=884.72WETLAND10BLUFF CREEK BLVD.AVIENDA
P
A
R
K
W
A
Y
BASIN 21PBASIN 28PBASIN 47PBASIN 41.3PBASIN 46P
BASIN 31PBLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYOUTLOT CWEST-SOUTH
POND 100-YR HWL
= 909.23BLUFF CREEK BLVD.SUNSET TRAIL
30' BUILDING SETBACK914.78
924.33 928.10 929.27 930.63 931.61
932.85 934.56
936.62
938.61
940.58
932.64
934.53
936.70
931.16
932.04
933.79
930.18
931.96
933.33
929.10
929.97
931.71
927.79
928.82
929.71
925.44
926.95
928.16
915.52
917.89
920.10
913.18
913.64
913.28
941.16941.60
938.37
935.30
938.83
936.75
935.46
933.75
936.08 932.16
931.61 928.77
925.06
925.86
926.42928.64
928.3
2 917.22917.10916.80917.08917.08917.08916.96916.95916.50916.90916.40916.49918.01917.64917.56917.19921.94921.63921.62
921.15 919.98920.45919.3
7 918.46917.97918.0092
1
.
7
3
921.95922.13
921.70
922.20
923.27
923.35
923.02
922.55923.499
2
3
.
9
9923.52923.19923.69923.22919.83919.86919.89920.08919.85919.6015" RCPCOCOOEOEOEOEOEOEOEOEOEOECO
CO
CMP 24
IE=884.1
CMP 24
IE=894.2
CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH
RE=936.6
IE=925.3(E)
SSMH
RE=937.7
IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT
LT
MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>
I
>
>SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB
RE=931.3
IE=926.9(E)
IE=926.8(NE)
CB
RE=934.1
IE=929.0(N)
IE=930.6(E)
IE=928.9(SW)
CB
RE=934.2
IE=929.5(N)
IE=929.4(S)
CB
RE=933.7
IE=929.6(N)
IE=930.2(E)
IE=929.5(S)
CB
RE=931.4
IE=928.2(SW)
IE=927.1(W)
CB
RE=930.3
IE=926.2(NE)
IE=927.1(SE)
IE=926.1(S)
CB
RE=893.2
IE=888.5(N/E)
IE=888.4(W)CB
RE=893.2
IE=889.0(N)
IE=888.8(S)
CB
RE=892.7
IE=889.3(N)
IE=889.2(S)
CB
RE=892.7
IE=889.4(E)
IE=889.3(S)
CB
RE=893.3
IE=889.8
CB
RE=909.5
IE=906.2(S)
CB
RE=909.5
IE=905.5(N/S)
CB
RE=910.3
IE=905.2(N)
IE=905.0(S)
CB
RE=910.3
IE=904.9(N)
IE=905.6(E)
IE=904.2(W)
CB
RE=925.6
IE=920.8(N)
IE=920.3(E/W)
CB
RE=925.5
IE=921.2(N)
IE=921.1(S)
CB
RE=925.2
IE=921.3(N/S)
CB
RE=925.2
IE=921.9(S)
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=907.0
UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53
%>EX.8"PLUGIE.=876.67SSMH
RE=889.5
IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)15" RCPCOCOOEOEOEOEOEOEOEOEOEOECO
CO
CMP 24
IE=884.1
CMP 24
IE=894.2
CABXHH CABXOEOEOEOEOEOEOEOE15" RCP15" RCPSSMH
RE=936.6
IE=925.3(E)
SSMH
RE=937.7
IE=925.9(W)>I15" RCP15" RCP15" RCP15" RCPLT
LT
MB21" RCP18" RCP18" RCP15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCEFOFOFOTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>
I
>
>SSMHRE=915.2IE=884.115" RCP15" RCP15" RCP RIPRAPCBRE=913.9IE=909.8CBRE=913.9IE=909.0 (NW)IE=908.8 (NE)IE=906.0 (SE, SW)CBRE=909.0IE=901.3CBRE=935.9IE=931.4(S)IE=931.3(W)CBRE=936.0IE=931.8CBRE=925.0IE=919.4CBRE=924.8IE=920.715" RCP>>>>>>>>>>>>>>>>>>>>>>>>CB
RE=931.3
IE=926.9(E)
IE=926.8(NE)
CB
RE=934.1
IE=929.0(N)
IE=930.6(E)
IE=928.9(SW)
CB
RE=934.2
IE=929.5(N)
IE=929.4(S)
CB
RE=933.7
IE=929.6(N)
IE=930.2(E)
IE=929.5(S)
CB
RE=931.4
IE=928.2(SW)
IE=927.1(W)
CB
RE=930.3
IE=926.2(NE)
IE=927.1(SE)
IE=926.1(S)
CB
RE=893.2
IE=888.5(N/E)
IE=888.4(W)CB
RE=893.2
IE=889.0(N)
IE=888.8(S)
CB
RE=892.7
IE=889.3(N)
IE=889.2(S)
CB
RE=892.7
IE=889.4(E)
IE=889.3(S)
CB
RE=893.3
IE=889.8
CB
RE=909.5
IE=906.2(S)
CB
RE=909.5
IE=905.5(N/S)
CB
RE=910.3
IE=905.2(N)
IE=905.0(S)
CB
RE=910.3
IE=904.9(N)
IE=905.6(E)
IE=904.2(W)
CB
RE=925.6
IE=920.8(N)
IE=920.3(E/W)
CB
RE=925.5
IE=921.2(N)
IE=921.1(S)
CB
RE=925.2
IE=921.3(N/S)
CB
RE=925.2
IE=921.9(S)
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=907.0
UEUEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO8" PVC@0.53
%>EX.8"PLUGIE.=876.67SSMH
RE=889.5
IE=876.2 30' CITY WETLANDBUFFER SETBACK (TYP)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>>SAN>333
3
333
33
3
333
3
333
333
3333
3
333
3
333
3
33
44
4
4
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C101SCD001.DWG
EXISTING
CONDITIONS
C1.1
NORTH
0 100 200
Background information shown is from survey by Landform, Minneapolis, MN, on May, 05, 2016 and proposed design plans from the
overall Avienda Development, expressly for this project; City of Chanhassen, Minnesota record drawings; and utility service
providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be
verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer
IMMEDIATELY.
Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by Braun
Intertec, Minneapolis, MN, on April 12, 2017.
To-be constructed utilities as part of the Avienda Overall Development Plan Set.
Overhead electric lines and poles to be removed. Coordinate with electrical company.
1.
2.
3.
4.
EXISTING CONDITIONS
521
MILLS DRIVEMILLS LANE NW AVIENDA LANE 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.DROP 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=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=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
263.03
S01°56'14"W
346.68N88°54'43"W580.68S52°50'29"EBASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P
HWL = 895.81
BTM = 891.70
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17HWL = 921.95
BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1WETLAND 3SEE SHEET C2.1A
SEE SHEET C2.1B
20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA
P
A
R
K
W
A
Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.30' BUILDING SETBACKL=3
1
6
.
4
5
R
=
2
4
0.0
0
Δ
=
75°32'48"N89°38'06"W 125.74Δ=3°38'07"R=978.00L=62.05S86°43'46"W 93.35N01°05'17"E 1540.84
L
=
3
3
1.
5
1
R
=5
3
6.0
0
Δ
=
3
5
°2
6'11"
Δ=87°0
0'
2
9
"
R=5
4.0
0
L=8
2.
0
0
S10°28'50"
E
46.34
L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "
L=277.76 R=1390.00 Δ=11°26'58"
Δ
=
3
°
2
3'4
6
"
R
=
1
1
4
8.0
0
L
=
6
8.0
4Δ=24°58'59"R=370.50L=161.55Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00L=107.79Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66L=340.37R=2355.00Δ=8°16'52"N39°22'33"
W
N60°56'44"W83.49N67°22'49"W105.43N72°45'31"W123.12N77°16'33"W128.86N84°03'11"W 195.69N90°00'00"W 208.59PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
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.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
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%
37.1%
62.9%
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):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
522
MILLS DRIVEMILLS LANE NW
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.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=936.3
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
921.8 346.68N88°54'43"W580.68S52°50'29"EBASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P
HWL = 895.81
BTM = 891.70
BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>>>>20.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'
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
L
=
3
1
6
.
4
5
R
=
2
4
0.0
0
Δ
=
7
5°3
2'48"
N01°05'17"E 1540.84
S10°28'50"
E
46.34
L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "
L=277.76 R=1390.00 Δ=11°26'58"
20' PARKING SETBACK
30' BUILDING SETBACK 28'B-B31'B-B60
60
"STOP" SIGN
MNMUTCD R1-1
"STOP" SIGN
MNMUTCD R1-1
"STOP" SIGN
MNMUTCD R1-1
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
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.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
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%
37.1%
62.9%
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):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
523
AVIENDA LANE 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.GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5
263.03S01°56'14"W1
2
3 4 5 6 7
8
BLOCK 6
BASIN 46P
HWL = 890.45
BTM = 887.17
BLUFF CREEK BLV
D
.
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARYBLUFF CREEK BLVD.6'11"Δ =87°0R =54.0L=82.003'46"1148.00L=68.04Δ =2 4 °5 8 '5 9 "R =3 7 0 .5 0
L =1 6 1 .5 5
Δ =3 °5 2 '5 2 "
R =4 5 6 .0 0
L =3 0 .8 9
Δ =51°53'57"R=94.00L=85.15
Δ=72°3 9 '2 2 "
R=8 5 .0 0
L=10 7 .7 9
Δ =4 9 °2 6'03"R =5 2.00
L =4 4.86
S81°22'40"
E
1
6
0
.
6
6
L=3 40.37 R=2355.00 Δ =8°16'5 2"85.52N3
9
°
2
2
'
3
3
"W
8
9
.
2
1
N6
0
°
5
6
'
4
4
"
W
83.
4
9
N6
7
°
2
2
'
4
9
"
W
105
.
4
3
N72°
4
5
'
3
1
"
W
123.
1
2
N77°16
'
3
3
"
W
128.86
N84°03'11"W 1
9
5
.
6
9
N90°00'00"W 208.59
WET
L
A
N
D
4
12'
12'12'12'
12'
12'
12'
12'28'B-B"STOP" SIGN
MNMUTCD R1-1
"STOP" SIGN
MNMUTCD R1-1
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C201SCD001B.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.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
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%
37.1%
62.9%
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):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
524
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C202SCD001.DWG
TYPICAL STREET
SECTIONS
C2.2
NO SCALE
MILLS DRIVE TYPICAL SECTION
℄ PRIVATE
DRIVE
14'
TO BACK
14'
TO BACK
2 %2 %
SURMOUNTABLE
CONCRETE CURB
DRAIN TILE4" PVC SDR 35 DRAIN TILE
PER PLATE 5232
1.5 : 1
2" MNDOT 2360 SPWEA340C
TACK COAT - 2357
2" MNDOT 2360 SPNWB330C
12" CLASS 5 AGGREGATE BASE
24" MNDOT 3149.2B SELECT GRANULAR BORROW
NO SCALE
MILLS LANE & AVIENDA LANE TYPICAL SECTION21
NO SCALE
MILLS DRIVE TYPICAL SECTION3
1'
525
BLUFF CREEK BLVD.AVIENDA
P
A
R
K
W
A
Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.SUNSET TRAIL
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>>STSSTS>>STS>>STS>>STS>>STS>>STS>>0+00 1+001+6
4
.
7
10+001+002+003+0
0
4+0
0
5+00
6+00 7+00 8+00
8+34.27 0+00
1+00 2+00 2+40.84 0+001+001+32.230+00 1+002+003+003+63.010+001+001+51.520+00 1+00 2+00 3+00 3+80.96
0+001+
0
0
1+
1
1
.
1
0 0+001+001+05.23STS>>STS>>0+0
0
0+3
5
.
0
3
2+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00
6+95.
1
6
0+00 1+002+003+004+005+006+007+007+80.79
>>>>>>>>>>>>>>>>>MILLS DRIVEMILLS LANE NW AVIENDA LANE 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.DROP 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=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=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
BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P
HWL = 914.26
BTM = 912.53
BASIN 21P
HWL = 895.81
BTM = 891.70
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95
OEOEOEOEOEOEOEOEOEOECABXCABXOEOEOEOEOEOEOEOELT
LT
MBG
M
EM2.4" DIA. CAPXXXXXXXXXFOFOFO>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)FOFOFOFOFOFOFO>30' CITY WETLANDBUFFER SETBACK (TYP)REFER TO SHEET C3.1A
REFER TO SHEET C3.1A
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C301SCD001.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - OVERALL
C3.1
NORTH
0 100 200
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).
Reserved.
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 C3.2 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)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Scrape and sweep streets weekly.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
:DECOMPACTION AREAS
526
AVIENDA
P
A
R
K
W
A
Y
BLUFF CREEK BLVD.MILLS DRIVEMILLS LANE NW AVIENDA LANE 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%3.0
%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 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=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 4.4%5.4%5.8%3.9%3.9%346.68N88°54'43"W580.68S52°50'29"EBASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P
HWL = 895.81
BTM = 891.70
HWL = 921.95
1+002+003+004+00 5+00 6+007+007+37.870+001+002+003+00
4+00 5+00 6+00
6+95.
1
6
3.0%2.0%2.0%L.P.H.P.2.3%4.8%3.0%13.4%2.0%2.0%2.0%3.2%5.4%6.1%
0+00 1+002+003+005.4%
3.0%
3.7%2.0%10.0%L.P.
9
2
1 9209229209172.0%2.0%3.0%3.0%11.0%6.8%92
0 92491
3 9259
2
6927
9
2
2
925925926927926 929916914
918915918
919917925
921925
925
923
921
924
924
921
923930929925
923
928
923
934933
934 934
935
930
925
924
93
5927 926
924
922
933935
936
939
9399
3
7
93
6
936936 927924
926
935934
933924
924
9
2
6
9
3
2
9329
29 931928925924931
928 929924925 926926
9
3
1
930928929924
933933939935934
94021.6416.78G.B.H.P.21.24
22.25
22.65
21.21
19.45
17.96
17.04
91
9917 91816.5417.4518.9120.7221.6421.6221.12
1
.
6
21.622.021.7?????????37.73H.P.%0.635.0
3
32.38
G.B.25.34G.B.>>>>>>>>>>>>23.4535.08
H.P.
33.77
G.B.23.71G.B.19.8526.01
28.34
30.80
25.80
25.80
25.82
28.00
26.67
24.02
30.10
30.10
30.10
25.31
27.63
29
.
2
8
31.3029.0025.07
31.10
26.00
31.1031.3429.8628.06
31.8031.80
3
0
.
2
4
31.9530.4830.10
33.0033.00
31.3931.7033.1832.4933.34
34.0332.5532.3733.01
33.8033.8035.08 35.1036.1035.3334.24
34.9
5
35.9134.5935.70
33.40
35.7035.5635.17
33.88
34.71
34.9833.3032.2931.21 32.6434.3234.04
34.80 34.80 35.4034.1034.1033.20 31.7333.4133.32
30.11
33.20
29.0229.7031.6831.96
21.75 29.0829.70
23.9021.3019.6424.5220.6414.32
26.11
25.5426.14 23.4923.98 22.0022.46 20.8521.3
013.5012.9029.6330.1122.30 22.30
22.80
31.9532.4324.60 24.60
25.11
33.61 33.8226.00 26.00
26.50
34.2834.5526.80 26.80
27.30
34.9235.2129.20 27.68
27.96
35.1835.6327.80 27.80
28.06
35.0035.7328.3027.9027.90
26.61
25.86
25.63
34.2834.7925.65
24.34
26.75 H.P.24.00
26.70
33.9933.49
24.67
32.6433.1425.80
26.20 26.20
22.90
25.00
24.67
25.31
25.25
24.80
23.32
24.33
23.89 3.3%0.9%2.7%4.1%
1.6%1.8%0.2
%
1.0%3.7%1.8%3:1
3:1
3:1
19.92
20.54
2.8%
3.7%2.3%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>>STS>>STS>>STS>>STS
>>STS
>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00
2+00 3+003+04.640+001+002+003+0
0
4+0
0
5+00
6+00 7+00 8+00
8+34.27
0+00
1+00 2+00
2+40.84 0+001+001+32.230+001+001+51.520+00 1+00 2+00 3+00 3+80.96
0+001+
0
0
1+
1
1
.
1
0
STS>>STS>>STS>>STS>>STS>>0+0
0
0+3
5
.
0
3
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXX15" RCPCBRE=924.8IE=920.7>>>>CB
RE=912.8B-1B-4B-13B-26B-30WETLAND 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)>30' CITY WETLANDBUFFER SETBACK (TYP)C7.1
6
CONCRETE
WASHOUT
W
C7.1
2
ROCK
CONSTRUCTION
ENTRANCE
(TYP.)
C7.1
3
SILT
FENCE
(TYP.)
3
(TYP.)
3
(TYP.)EOF36a
36a
36a
36b
36b
36c
36c
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C301SCD001A.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - NORTH
C3.1A
NORTH
0 50 100 SEE 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).
Reserved.
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 C3.2 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)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Scrape and sweep streets weekly.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
527
BLUFF CREEK BLVD
.
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARYBLUFF CREEK BLVD.AVIENDA LANE 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.GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5
3.7%4.4%4.2%4.4%5.4%5.8%3.9%3.9%263.03S01°56'14"W1
2 3 4 5 6 7
8
BLOCK 6 BASIN 47PHWL = 916.73BTM = 908.00BASIN 46P
HWL = 890.45
BTM = 887.17
BASIN 41.3P
HWL = 878.62
BTM = 875.63HWL = 921.950+001+00
2+00 3+00
4+00
5+00
6+00 7+007+80.79921920922915 912 910
91
2
916921 920
922
903
905
896
898
901
905
919
919
919920
917 0+001+001+11.46916
917
9
1
5
9
1
5
91
4
>>
>
>
>
>
>
>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
21
.
6
4
13.71
L.P.
17.1115.6817.33CLCL
16.78
G.B.
H.
P
.21.2422.2522.65
17.50
17.01 16.28
13.68
12.00
07.75
03.76
99.69
96.0021.2119.4517.9617.0416.0915.0114.5005.00
06.40
06.40
06.04
07.50
07.50
07.08
08.50
08.50
07.99
09.4009.40
08.95
10.80
10.80
10.36
12.5012.50
12.50
14.02 91991
7
918
9
1
5
914
13.88
14.50
15.5716.5417.4518.9120.72
21.6
4
2
1
.
6
2
(21.1 )(15.4 )
(03.3 )
(96.5 )
(93.6 )
19.3
21.1
21.621.6
22.0
21.7
3.3%
1.4%
1.7%4.3%0
.
9%
13.79
STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>S
T
S
>>STS>>STS>>STS
>>
STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>
>
ST
S
>>
ST
S
>>
ST
S
>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00
2+00
3+00
3+6
3
.
0
11+30.700+
0
0
1+001+05.23
B-8
B-9
B-11
B-18
B-23
B-24
B-25
B-26
B-27
WETLAND 3
WET
L
A
N
D
4
20' CITY WETLAND
BUFFER
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
(TYP)
BUFFER SETBACK (TYP)
32
C7.1
3
SILT
FENCE
(TYP.)
C7.1
3
SILT
FENCE
(TYP.)
C7.1
6
CONCRETE
WASHOUT
W
C7.1
2
ROCK
CONSTRUCTION
ENTRANCE
(TYP.)EOF3 (TYP.)
32
36b
36b
36b
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C301SCD001B.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - SOUTH
C3.1B
NORTH
0 50 100
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).
Reserved.
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 C3.2 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)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Scrape and sweep streets weekly.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
528
STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS0+0
0STS>>STS>>STS 1+64.711+001+11.10>>
0+0
0
0+0
0
19.
8
5
19.78
20.11BC
19.61
19.63BC
19.65
20.15BC
19.83
20.16BC
20.04
20.10
20.19
20.25 5.1%1.5%1.5
%
19.78
20.11BC
19.83
20.16BC
19.61
19.63BC
19.59
20.09BC
(19.57)20.24
20.39
20.30
20.45
1.5%1.
5
%7.6%20.5436c
37373.9'
3838
3.0'
3737
3.9'
3838
3.0'
36c
36b
36d
7+00
7+37.87
STS >>STS>>STS>>STS>>STS>>3+003+04.647+00
7+37.87
%5.17+00
7+37.87
23.4525.3123.51
23.54BC
(23.19)1.0%23.62
23.64BC
23.64
23.97BC
23.7823.93
23.98 23.83
1.5%3.5%23.57
23.59BC
23.56
24.06BC
(?????????)
23.62
23.64BC
23.64
23.97BC
24.17 24.02
24.08
24.23 1.5%1.5%4.9%3737
3.3'
3838
1.7'
36c
36a
36c
3737
3.3'
3838
5.0'DROP 1 FT.%4.8
H.P.
3
5
.
0
0
35.66
34.88
34.90BC
34.94
34.96BC
35.01
35.34BC
34.82
35.15BC
35.5835.74
35.81
3.4%1.6%7.8%
34.66
34.68BC
34.68
35.01BC
34.63
34.65BC
34.54
34.87BC
34.77
34.84
34.81
34.880.
9
%1.5%1.
8
%0.2%3838
3.0'
3838
2.8'
3838
3.0'
3838
5.3'36c
36c
36b
36a
36d
STS
>>
STS
>>
STS
>>
STS
>>
STS
>>
STS
>>
STS
>>
STS
>>
21
.
6
421.24
2
1
.
6
2
21.7
0
.
9%
(21.63)
21.26BC
1.5%
(21.79)
21.24
21.32BC
21.30
21.22
21.72BC
21.48BC
21.31 1.2%
7.9%
21.21BC
21.19
21.67BC
21.17
21.31BC
21.29
21.32
21.64BC1.5%
1
.
3%
4.3%
21.36
22.01
22.16
(21.78)
(22.72)
1.5%1.0%
B-26
3737 3.3'
38383.1'
3838
2.7'
37373.3'
36c
36c
36b
36d
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C301SCD001C.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - ENLARGED
C3.1C
NORTH
0 10 20
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).
Reserved.
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 C3.2 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)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Scrape and sweep streets weekly.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
10 SCALE
ENLARGED PLAN 11
10 SCALE
ENLARGED PLAN 33
10 SCALE
ENLARGED PLAN 22
10 SCALE
ENLARGED PLAN 23
529
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C302SCD001.DWG
SWPPP NOTES
C3.2
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES
EROSION PREVENTION AND SEDIMENT CONTROL
SITE EVALUATION / ASSESSMENT / PLANNING
Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable
federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general
requirements of the construction contract.
The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash
downstream or contaminate stormwater.
Building products that have the potential to leach pollutants must be under cover.
Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.
Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling
and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,
stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to
the structural BMPs.
Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition
debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.
Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,
leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.
Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout
operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result
in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA
rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal
of concrete and other washout wastes.
External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.
Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.
Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where
they will be loaded or unloaded as detailed in the Permit.
INSPECTIONS AND MAINTENANCE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control
BMPs. See Grading, Drainage, Erosion Control, and Landscape sheets for the location and type of permanent erosion prevention
and sediment control BMPs.
Minimize Disturbed Areas and Protect Natural Features and Soil
Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to
minimize erosion.
Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work
begins.
Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall
use tracked equipment wherever practicable.
Topsoil shall be salvaged and reused to the extent practicable.
Phase Construction Activity
Operator must not disturb more land than can be effectively inspected and maintained.
Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.
These practices shall remain in place until final stabilization has been established in accordance with the Permit.
The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or
grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control
practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before
the next precipitation event even if the activity is not complete.
Control Stormwater Flowing onto and Through the Project
The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the
construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of
discharge into any surface water.
Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.
Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after
connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.
Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch
checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being
used as a sediment containment system.
Stabilize Soils
All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to impaired
waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of the site
where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days of
cessation of construction activity.
Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including
storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm
water.
Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete
stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this
requirement.
Protect Slopes
Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or
steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and
terracing).
Protect Storm Drain Inlets
All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the
inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.
Provide Energy Dissipation at all Pipe Outlets Within 24 Hours
After connection to a surface water or permanent stormwater treatment system.
Establish Perimeter Controls and Sediment Barriers
Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges
to public waters.
Retain Sediment On-site and Control Dewatering Practices
Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or
permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water.
Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or
downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation
measures.
Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.
Refer to Permit requirements for temporary or permanent sediment basins.
Establish Stabilized Construction Exits
Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking
of sediment from the construction site onto adjacent streets.
Infiltration Basin Protection
Operator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage area
has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.
When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy
construction equipment to prevent compaction of soils.
Dewatering and Basin Draining
Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent
sediment basin. Discharges must not cause erosion or scour near the discharge points.
Remove Sediment from Surface Waters
All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage
systems) and the removal areas restabilized within seven (7) days.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
RECORD KEEPING / RECORD RETENTION
The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during
construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the
field office or in an on site vehicle during normal working hours.
All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice
of Termination (NOT). This does not include any records after submittal of the NOT.
The following is a list of records that shall be kept at the project site available for inspectors to review:
·copy of the SWPPP, with any modifications
·inspection and maintenance records
·permanent operation and maintenance agreements
·calculations for the design of temporary and permanent storm water management systems
·any other permits required for the project
·records of all inspection and maintenance conducted during construction
·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts,
covenants and other binding requirements regarding perpetual maintenance; and
·all required calculations for design of the temporary and permanent storm water management systems.
1.
2.
3.
LOG OF CHANGES TO THE SWPPP / AMENDMENTS
The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified
BMPs, designed to correct problems identified or address situations as detailed in the Permit.
1.
FINAL STABILIZATION
POST CONSTRUCTION / PERMANENT BMPS
See Grading, Drainage, Erosion Control, and Landscape sheets for post construction and permanent stormwater BMPs.1.
TERMINATION OF COVERAGE
The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection
and amendments to the approved SWPPP. Duties include but are not limited to:
·Ensuring full compliance with the SWPPP and the Permit
·Implementing all elements of the SWPPP, including but not limited to:
··Implementing prompt and effective erosion and sediment control measures
··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than
Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,
etc.
·Conducting routine inspections and maintenance
·Ensuring elimination of all unauthorized discharges
·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the
SWPPP, the Permit, and approved plans at all times.
1.
SWPPP CONTACT AND TRAINING INFORMATION
Owner:
Bahram Akradi
c/o/ Lifetime Fitness
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
Operator:
Rachel Contracting, Inc.
attn: Ron Fricke
4125 Napier Ct. NE
St. Michael, MN 55376
763-424-1500
rfricke@rachelcontracting.com
Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2021
Long Term Maintenance and Operation:
Level 7 Development, Inc.
c/o Life Time
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
SWPPP Designer:
Steve Sabraski, P.E.
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
612-252-9070
ssabraski@landform.net
Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2022
SWPPP Inspector / Manager:
Landform
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
attn: Fred Volz
612-363-3684
Certification: Construction Site Management, exp. May 31, 2021
BMP Installation and Repair:
To be determined. Contact Operator until BMP Installer and Maintainer is selected.
Certification: , exp.
1.
2.
3.
4.
5.
6.
WATERS WITHIN ONE MILE OF SITE
SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
DESCRIPTION OF CONSTRUCTION ACTIVITY
1.
2.
ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS
There are no requirements for storm water due to environmental, endangered species, or archeological review within the
Chanhassen AUAR Update of May 2017.
1.
MINNESOTA IMPAIRED WATERS
1.
2.
3.
4.
5.
6.
7.
NPDES PERMIT AND SWPPP COMPONENTS
The current Minnesota Construction Stormwater Permit C00053019 dated May 29, 2019 is referenced in this document as the
Permit.
The SWPPP includes the following components:
·Avienda Townhomes (Phase 2) Construction Documents prepared by Landform
·Stormwater Management Narrative and calculations
·Maintenance Plan for permanent stormwater BMPs
·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017
·Piezometer report by Braun Intertec, dated 10-16-2017
·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017
All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above
documents.
1.
TEMPORARY SEDIMENTATION BASIN(S)
This project does not have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore
temporary sediment basins are not required. Temporary sediment basins are provided on the overall Avienda Development plan set
and are to be utilized for this project until completion of permanent stormwater BMPs.
Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The
contractor shall comply with the following requirements:
A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to
the basin with a minimum of 1,800 cf/acre live storage volume. (Where no calculation has been performed, each basin shall
provide at least 3,600 cf/acre of live storage.) Sedimentation basins must include a stabilized emergency overflow to prevent
basin integrity failure.
B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of
pollutants.
Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check
to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.
Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.
If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small
Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional
requirements and information.
1.
2.
3.
4.
5.
SITE INFORMATION
Site location: Latitude: 44.867527, Longitude: -93.557648
Overall Development disturbed area = 93.0 ac.
Avienda Townhomes disturbed area = 10.2 ac.
Pre-construction impervious area within disturbed area = 0.4 ac.
Post-construction impervious area within disturbed area = 4.0 ac.
Net change in impervious area within disturbed area = 3.6 ac.
Type of stormwater management:
·Filtration
·Infiltration
Erosion prevention and sediment control quantities are on sheets C3.1 - C3.1B.
1 MILE
SURFACE WATER BUFFERS
50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided
smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges
from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer
ranging from 38' to 80'.
The above buffers are impacted only for storm sewer inlet and outlet construction.
1.
Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA.
Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT
include:
A.Site must have achieved final stabilization (refer to section above).
B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.
C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of
properly.
D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete,
temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and
the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
1.
The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:
A.Ensuring all areas have permanent cover.
B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.
1.
Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active
construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.
Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.
Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.
Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.
Inspection Records content shall include:
A.Date and time of inspections;
B.Name of persons conduction inspections;
C.Findings of inspections, including specific locations where corrective actions are needed;
D.Corrective actions taken including dates, times, and the party taking the corrective action;
E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);
F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or
suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;
G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the
Permit.
BMP Maintenance:
A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time
frame is indicated.
B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.
C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of
sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.
D.Remove sediment from paved roadways within one calendar day of discovery.
E.Remove sediment from around BMPs protecting storm drain inlets.
F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of
discovery, or as stated by the Permit.
G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage
areas and dedicated concrete and asphalt batch plants are cleaned and maintained.
H.Replace damaged BMPs that no longer operate effectively.
Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.
1.
2.
3.
4.
5.
6.
7.
Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control
sheets for initial locations of BMPs.
Perform work in phases to minimize disturbed area at any one time.
Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization.
Fine grade site. Grading areas open at one time should be limited to minimize potential for sediment transport.
Install public utilities including stormwater basins.
Final grade roadway areas and compact subgrade.
Place pavement aggregate and compact.
Install curb and gutter. Backfill and stabilize exposed soil.
Install private (small) utilities (gas, electric, communications).
Pave roadways, trails and walks.
Provide final stabilization for any remaining disturbed areas.
Remove temporary BMPs once up gradient areas are stabilized.
Connect infiltration practices to storm sewer inlets.
Turn over lots to homebuilder.
Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,
paving, and landscaping.
Future construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building
construction, and landscaping on individual parcels.
Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does not discharge to it.
Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Fishes Bioassessment.
B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.
C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.
Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction
requirements for this impairment.
B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no
special construction requirements for this impairment.
Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does discharge to it.
A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction
requirements for this impairment.
B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this
impairment.
This site will meet these TMDLs using the following methods: Follow Permit requirements.
Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater
from the site does not discharge to it.
The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA
Impaired Waters Viewer:
A.MNDOT Wetland M09
B.MNDOT Wetland M10
C.Onsite Wetland #3
D.Onsite Wetland #4
E.Onsite Wetland #6
F.MNDOT Stormwater "Englewood" Pond
530
6+00
929
931
928
925924 931928929
924931930 928929
4
.1%2.8%3.7%SAN>SAN>S
A
N>6+00
STS >>STSSTS
>>STS>>STS>>STS>>MH 3
MH 4
2+002+40.840+
0
0
1+00
CB 132
CB 131
CBMH 403
CBMH 402
FES 401
STS>>FES 411
CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 0+000+35.036+00
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6GF=931.8931.2(FFE)SOG931.6GF=932.5932.8(FFE)SOG932.3OEOEOEOEOEOE30' CITY WETLANDBUFFER SETBACK (TYP)AAB B
29' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%25' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%102' - 8" PERF. HDPE W/
CIRCULAR SOCK @ 0.5%8" X 8" TEE
(TYP.)
8" C.O.
INV = 921.51
8" C.O.
(TYP.)13' - 8" PVC SDR 36@ 0.5%BASIN 31P
HWL = 925.53
BOT. = 924.00
MILLS
DRIVE
Basin 31P - Section A-A
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 931.21FG: 931.210+00 EG: 926.91FG: 926.91EG: 923.73FG: 923.730+50 EG: 923.87FG: 923.87EG:FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75
BTM = 923.73
EXISTING GRADE
FINISHED GRADE
SEE DETAIL C7.4/6
FOR CROSS SECTION DETAIL
STMH 611
RIM: 927.60
INL (N): 920.93
INL (NW): 923.73
INV: 920.93
48" DIA
R-1642
PER DETAIL C7.4/6
42' - 15" RCP CL. V @ 0.3%
FES 610
INV= 920.80
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
9' - 12" RCP
CL. V @ 0.0%
Basin 31P - Section B-B
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 925.05FG: 925.060+00 EG: 923.73FG: 923.73EG: 923.73FG: 923.730+50 EG: 925.50FG: 923.73EG: 927.80FG: 923.731+00 EG: 928.59FG: 923.73EG: 928.50FG: 929.451+50 EG:FG:EG:FG:2+00 EG:FG:2+25
BTM = 923.73
EXISTING GRADE
FINISHED GRADE
SEE DETAIL C7.4/6
FOR CROSS SECTION DETAIL
BTM = 923.73
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C303SCD001.DWG
BASIN
CROSS-SECTIONS
C3.3A
NORTH
0 30 60
WEST-CENTRAL BASIN
531
0+001+002.0%916923
921
924
924
921
923925
923
928
923
925
924
927926
924
922
927924
926
>>>>>>>>>>>>>>>>>>>>19.85STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00>>STS>>STS
>>STS
>>STS
>>STS>>0+001+00
0+00 1+001+6
4
.
7
1
MH 121
CB 104
CB 103
CBMH 102
MH 101
CB 111
CB 112
0+00
1+00
2+00
3+00
3+80.96
0+001+
0
0
1+
1
1
.
1
0
EX. STMH 5120+001+00DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=922.9GF=921.8914.5FBWO914.0B-13AVIENDA PARKWAY
=
2
40.0
0
Δ
=
7
5
°3
2'48"
L=277.76 R=1390.00 Δ=11°26'58"
AVIENDA PA
R
K
W
A
Y
A
A
BB35 LF53 LF56 LF57 LF51 LF52 LF46 LF47 LF42 LF42 LF37 LF39 LF34 LF36 LF31 LF33 LF28 LF30 LF27 LF25 LF22 LF24 LF19 LF21 LF17 LF19 LF15 LF17 LF14 LF15 LF11 LF13 LF10 LF8" PERF. HDPE
UNDERDRAINS WITH
CIRCULAR SOCK (TYP.)
8" PERF. HDPE
DISTRIBUTION
PIPE (TYP.)
330' - 18" PERF. HDPE DISTRIBUTION HEADER @ 0.0%
302' - 8" PER
F
.
H
D
P
E
U
N
D
E
R
D
R
A
I
N
H
E
A
D
E
R
@
0
.
0
%
24' - 8" PERF.
HDPE
UNDERDRAIN
HEADER @ 0.0%
10' - 8" PERF.
HDPE
UNDERDRAIN
HEADER @ 0.0%
8" X 18" TEE
(TYP.)
8" X 8" TEE
(TYP.)8" C.0.
(TYP.)
8" C.0.
(TYP.)
1
7
'
-
8
"
PVC@
0
.
0%MILLSLANEBASIN 25P
HWL = 917.37
70' - 18" PERF. HDPEOUTLET @ 0.0%INV (E): 915.67
INV (N-S): 914.93
Basin 25P - Section A-A
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
905
910
915
920
925
930
905
910
915
920
925
930
EG:FG:-0+25 EG: 922.01FG: 922.010+00 EG: 919.37FG: 919.37EG: 916.47FG: 916.470+50 EG: 916.02FG: 916.02EG: 915.63FG: 915.631+00 EG: 915.88FG: 915.88EG: 916.15FG: 916.151+50 EG: 916.42FG: 916.42EG: 916.69FG: 916.692+00 EG: 916.96FG: 916.96EG: 917.23FG: 917.232+50 EG: 917.50FG: 917.50EG: 917.77FG: 917.773+00 EG: 918.04FG: 918.04EG: 918.61FG: 918.613+50 EG: 921.43FG: 921.43EG:FG:4+00 EG:FG:4+25
EXISTING GRADE
FINISHED GRADE
REFER TO DETAIL C7.4/7
MH 121
RIM: 926.26
INL (S): 914.93
INV: 914.93
48" DIA
PER DETAIL C7.2/11MH 101
RIM: 921.86
INL (NW): 915.38
INL (E): 915.58
INV: 914.93
48" DIA
PER DETAIL C7.2/11
ROCK TOP = 919.65
SAND TOP = 914.93
SAND BOTTOM = 912.63
Basin 25P - Section B-B
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
905
910
915
920
925
930
905
910
915
920
925
930
EG:FG:-0+25 EG: 919.50FG: 919.500+00 EG: 915.43FG: 915.43EG: 915.43FG: 915.430+50 EG: 915.43FG: 915.43EG: 919.07FG: 919.071+00 EG:FG:EG:FG:1+50 EG:FG:1+75
EXISTING GRADE
FINISHED GRADE
REFER TO DETAIL C7.4/7
70' - 18" PERF. HDPE @ 0.0%
INV = 915.67
ROCK TOP = 919.65
EXISTING STMH 512
RIM: 923.31
INL (W): 915.67
INL(SW): 912.63
INV: 908.00
EXISTING
164' - 18" PVC
@
1
.
3
3
%
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C303SCD001.DWG
BASIN
CROSS-SECTIONS
C3.3B
NORTH
0 30 60
532
SSMH
RE=937.7
IE=925.9(W)XXXX
SSMHRE=915.2IE=884.1>>>>>>WETLAND 3WETLAND 4BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P
HWL = 914.26
BTM = 912.53
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.45BTM = 887.17BASIN 41.3PHWL = 878.62BTM = 875.63HWL = 921.95
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>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SANSAN>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>STS>>STS>>STS>>STS
>>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>>STS>>
STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+00
1+00 2+00 2+40.84SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS
>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0
0
0+3
5
.
0
3 STS>>STS>>STS>>SAN>MILLS LANE NW BLUFF CREEK BOULEVARDB
L
U
F
F
C
R
E
E
K
B
O
U
L
E
V
A
R
D
AVIENDA PARKW
A
Y
MILLS DRIVEAVIENDA LANE S.PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
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 and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
533
0+001+002+003+00DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.
DROP 1 FT.DROP 1 FT.GF=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=932.2
924.9
FBLO
924.4
GF=929.6
922.3
FBWO
921.8 16745SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTSSTS>SAN>0+001+002+003+00
STS
>>STS>>STS>>0+00 1+001+6
4
.
7
1
CB 104
CB 103
CBMH 102
MH 101
CB 111
CB 112
SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>EX. STMH 512
R36'R64'R36'
R64'R20'R20'R336.82'R308.82'28'B-B28'B-BC7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
900
905
910
915
920
925
930
SAN MH 41-040
RIM: 926.07
INL (E): 900.77
INL (S): 912.10
INV: 900.67
STORM SEWER
STORM SEWER
SAN MH 41-041
RIM: 921.57
INL (SE): 901.48
INV: 901.38
FINISHED GRADE
EXISTING GRADE
EXISTING
1
2
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
5.20%
1.56%
EXISTING - 8" PVC SDR 26 SANITARY SE
W
E
RGRADE BREAK STA = 0+17.44ELEV = 919.704PVI STA: 1+78.49
PVI ELEV: 922.21
K: 54.73
LVC: 199.24
AD: 3.64%BVCS: 0+78.87BVCE: 920.66EVCS: 2+78.11EVCE: 927.39900
905
910
915
920
925
900
905
910
915
920
925
25' - 15" RCP
CL. V @ 0.5%
39' - 18" RCP
CL. V @ 0.5%51' - 15" RCP CL. V @ 0.5%
22' - 15" RCP
CL. V @ 0.5%
25' - 15" RCP
CL. V @ 0.5%
CB 112
RIM: 922.25
INV: 917.82
48" DIA
PER DETAIL C7.1/4
CB 111
RIM: 922.19
INL (N): 917.70
INV: 915.57
48" DIA
PER DETAIL C7.1/4
MH 101
RIM: 921.86
INL (NW): 915.38
INL (E): 915.58
INV: 914.93
48" DIA
W/ 3' SUMP & SKIMMER
PER DETAIL C7.4/8
CBMH 102
RIM: 919.45
INL (E): 915.84
INV: 915.84
48" DIA
PER DETAIL C7.1/4
R-4341-A
BEEHIVE
CB 103
RIM: 920.01
INL (NE): 915.95
INV: 915.95
48" DIA
PER DETAIL C7.1/4
CB 104
RIM: 920.06
INV: 916.08
48" DIA
PER DETAIL C7.1/4
SANITARY
SANITARY
WATERMAIN
3.1' SEPARATION BETWEEN STORM
SEWER AND EXISTING WATERMAIN
2.6' SEPARATION BETWEEN STORM
SEWER AND EXISTING WATERMAIN.
FINISHED GRADE
EXISTING GRADE
CL
MILLS LANE
895
EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68895 895
EG:FG:-0+25 EG: 924.00FG: 922.050+00 EG: 922.85FG: 922.39EG: 921.23FG: 922.140+50 EG: 919.49FG: 921.53EG: 919.42FG: 920.741+00 EG: 920.10FG: 920.68EG: 920.87FG: 920.411+50 EG:FG:EG:FG:2+00 EG:FG:2+25
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C501SCD001A.DWG
MILLS LANE NW
STREET & STORM
C5.1A
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NWSEE SHEET C5.1BSEE SHEET C5.1BVERTICAL SCALE = 1":3'
MILLS LANE NW
Refer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
CB 112 - CB 104
534
SANSAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95.
1
6
3+00
4+00
5+00
6+00
SAN>SAN>MILLS LANE NW
3+003+00
4+00
5+00
6+00
6+95.
1
6
DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.
DROP 1 FT.
DROP 1 FT.
GF=930.6 GF=932.9
925.6
GF=934.3
927.0
GF=935.7
930.2
GF=935.1
927.8
GF=936.1
928.8
GF=936.2
928.9
FBWO
BLOCK 5R20'R100.43'R20'28'B-BC7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
R72.43'900
905
910
915
920
925
930
935
940
945
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
2.00%-1.00%
1.21%
5.20%
GRADE BREAK STA = 6+78.83
ELEV = 935.033
PVI STA: 3+79.78
PVI ELEV: 932.68
K: 34.09
LVC: 135.96
AD: -3.99%BVCS: 3+11.80BVCE: 929.14EVCS: 4+47.76EVCE: 933.50PVI STA: 6+03.83
PVI ELEV: 935.39
K: 45.45
LVC: 100.47
AD: -2.21%BVCS: 5+53.59BVCE: 934.78EVCS: 6+54.07EVCE: 934.89PVI STA: 6+65.66
PVI ELEV: 934.77
K: 0.34
LVC: 1.01
AD: 3.00%
BVCS: 6+65.15
BVCE: 934.77
EVCS: 6+66.17
EVCE: 934.78
LP STA: 6+65.49
LP ELEV: 934.77
EVCS: 2+78.11EVCE: 927.39EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C501SCD001B.DWG
MILLS LANE NW
STREET & STORM
C5.1B
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NWSEE SHEET C5.1ASEE SHEET C5.1AVERTICAL SCALE = 1":3'
MILL
S
D
RI
V
E
SEE SHEET C5.2ARefer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
535
885
890
895
900
905
910
915
920
EG:FG:-0+25 EG: 912.95FG:0+00 EG: 912.43FG:EG: 911.43FG: 911.930+50 EG: 910.43FG: 912.46EG: 909.43FG: 913.631+00 EG: 908.44FG: 915.54EG: 907.45FG: 916.351+50 EG: 907.16FG: 917.87EG: 906.87FG: 918.192+00 EG: 905.48FG: 918.13EG: 903.90FG: 918.532+50 EG: 902.32FG: 917.92EG: 902.12FG: 916.333+00 EG: 907.19FG: 915.59EG: 910.46FG: 915.603+50 EG: 911.30FG: 915.11EG: 911.85FG: 914.984+00 EG: 912.58FG: 916.46EG: 914.44FG: 919.204+50 EG: 919.45FG: 921.30EG: 923.93FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.3356' - 8" HDPE @ 11.3%
49' - 8" H
D
P
E
@
3
.
0
%
159' - 8" HD
P
E
@
2
.
0
%
CBMH 304
RIM: 929.02
INL (S): 924.06
INL (E): 924.06
INV: 924.06
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 303
RIM: 921.75
INL (S): 917.75
INL (E): 917.75
INV: 917.75
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 302
RIM: 919.64
INL (S): 916.28
INV: 912.28
NYLOPLAST DRAIN
PER DETAIL C7.1/11
MH 301
RIM: 915.99
INL (SW): 909.10
INV: 909.10
48" DIA
SEE DETAIL C7.4/4
FINISHED GRADE
EXISTING GRADE
STMH 501
RIM: 912.76
INL (SE): 905.12
INV: 892.78
282' - 8" HD
P
E
@
2
.
0
%
CONNECT TO STMH 501 AT
INV = 903.47
San Sewer-Public.45R=240.00Δ=75°32'48"N01°05'17"E 1540.84SAN>SANSAN>SAN>SAN>SANSA
N>>>>>STS>>STS>>STS>>STS>>STS
>>
STS
S
T
S>>S
T
S>>S
T
S>>S
T
S>>ST
S>>ST
S>>1+00
2+00STS>>STS>>STS>>STS>>STS>>0+001+64.710+00
1+00
2+003+004+00CB 104CB 111
CB 112
MH 301
CBMH 302
SAN>SAN>SAN>SA
N>SA
N>SA
N>SA
N>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>
S
A
N
>
SA
N
>
SA
N
>
SA
N
>
SA
N
>
SA
N
>
SA
N
>
1+00
2+00
DR
O
P
1
F
T
.
DROP 1
F
T
.
DROP 1 FT.DROP 1 FT.DROP 1 FT.
GF=927.1
919.8
FBWO
919.3
GF=926.6
919.3
FBWO
918.8
GF=924.5
917.2
FBWO
916.7
GF=92
2
.
9
915.6
FBWO
915.1
GF=
9
2
1
.
8
914.
5
FB
W
O
914.
0
1 2
3
4
5
BLOCK 4
EDGE OF PLOWED FIELDXXXXXXX>>STORM 300 SERIS
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C501SCD001C.DWG
BLOCK 3
REAR YARDS STORM
C5.1C
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
VERTICAL SCALE = 1":3'536
910
915
920
925
930
935
940
CBMH 309
RIM: 934.59
INL (E): 930.94
INV: 930.94
NYLOPLAST DRAIN
PER DETAIL C7.1/11
56' - 8" HD
P
E
@
2
.
5
%
56' - 8" HD
P
E
@
2
.
5
%
54' - 8" HD
P
E
@
2
.
5
%
55' - 8" HD
P
E
@
2
.
5
%
55' - 8" HD
P
E
@
2
.
5
%56' - 8" HDPE @ 11.3%
CBMH 308
RIM: 933.40
INL (S): 929.54
INL (E): 929.54
INV: 929.54
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 307
RIM: 932.29
INL (S): 928.15
INL (E): 928.15
INV: 928.15
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 306
RIM: 931.21
INL (S): 926.80
INL (E): 926.80
INV: 926.80
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 305
RIM: 930.11
INL (S): 925.43
INL (E): 925.43
INV: 925.43
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 304
RIM: 929.02
INL (S): 924.06
INL (E): 924.06
INV: 924.06
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 303
RIM: 921.75
INL (S): 917.75
INL (E): 917.75
INV: 917.75
NYLOPLAST DRAIN
PER DETAIL C7.1/11
FINISHED GRADE
EXISTING GRADESAN >>2+003+006+95.
1
6
STS
>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STSSTS>>4+0
0
5+00
6+00
7+00
8+00
8+34.27
CBMH 302
CBMH 303
CBMH 304
CBMH 305 CBMH 306 CBMH 307 CBMH 308
CBMH 309SAN>SAN>SAN>SAN>SAN>MILLS DRIVE2+003+006+95.
1
6
DROP 1 FT.GF=927.1GF=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
1234567BLOCK 3>IBOULDERRET. WALXXX X XXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1XXXCBRE=924.8IE=920.7>>>>CB
CLEAN OUT
INV: 927.48
PER DETAIL C7.4/5
CLEAN OUT
INV: 928.82
PER DETAIL C7.4/5
CLEAN OUT
INV: 930.38
PER DETAIL C7.4/5
CLEAN OUT
INV: 931.60
PER DETAIL C7.4/5
CLEAN OUT
INV: 926.11
PER DETAIL C7.4/5
CLEAN OUT
INV: 924.72
PER DETAIL C7.4/5
CLEAN OUT
INV: 918.47
PER DETAIL C7.4/5
885
FG: 921.885+00 EG: 926.85FG: 924.24EG: 927.69FG: 927.745+50 EG: 928.52FG: 929.33EG: 929.23FG: 929.836+00 EG: 929.81FG: 930.33EG: 930.41FG: 930.836+50 EG: 930.71FG: 931.33EG: 930.87FG: 931.837+00 EG: 931.33FG: 932.33EG: 932.07FG: 932.837+50 EG: 933.53FG: 933.33EG: 933.79FG: 934.468+00 EG: 934.38FG: 935.68EG:FG:8+50 EG:FG:8+75
STORM 300 SERIS
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C501SCD001D.DWG
BLOCK 3
REAR YARDS STORM
C5.1D
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
VERTICAL SCALE = 1":3'537
910
915
920
925
930
935
940
945
0.60%
-1.55%GRADE BREAK STA = 1+20.86ELEV = 937.511PVI STA: 2+00.00
PVI ELEV: 937.99
K: 26.41
LVC: 100.00
AD: -3.79%BVCS: 1+50BVCE: 937.69EVCS: 2+50EVCE: 936.39PVI STA: 3+00.00
PVI ELEV: 934.80
K: 61.21
LVC: 100.00
AD: 1.63%BVCS: 2+50BVCE: 936.39EVCS: 3+50EVCE: 934.02FINISHED GRADE
EXISTING GRADESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>SAN>SAN>1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0
+
0
0
1+002+003+003+04.648+34.270+001+002+002+40.840+
0
0
1+00 1+32.23
CB 132
CB 131
CB 123
CB 124
CBMH 122
MH 121
CBMH 309
CBMH 405
CBMH 404
CBMH 403
CBMH 402
FES 401
STS>>FES 411
CBMH 412 CBMH 4130+001+001+30.700+00 1+00 1+51.52 3+80.960+000+35.03SAN>SAN>MILLS DRIVE
1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5
926.8 (FFE)
SOG
926.3
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1346.68
N88°54'43"W
7
8
9
10
11
321
5
4
3
2
1
BLOCK 1
BLOCK 2
HWL = 921.95C7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER R20'
R20'R34.5'R65.5'31'B-B>>IIB-4
WETLAND #3
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK (TYP)MILLS LANEMILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
905
EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.334+50
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C502SCD001A.DWG
MILLS DRIVE
STREET PLANS
C5.2A
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2BSEE SHEET C5.2B
SEE SHEET C5.1A
VERTICAL SCALE = 1"=3'
Refer to sheet C2.2 for typical street cross sections
Refer to sheets 8.1 for Mill Drive Cross Sections.
19.
20.
PAVING NOTES
538
905
910
915
920
925
930
935
-5.0
0
%
-1.80%EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:EG:FG:7+50 EG:FG:7+75GRADE BREAK STA = 7+21.43ELEV = 923.449PVI STA: 5+06.36
PVI ELEV: 931.60
K: 29.01
LVC: 100.00
AD: -3.45%BVCS: 4+56.36BVCE: 932.37EVCS: 5+56.36EVCE: 929.10PVI STA: 6+40.00
PVI ELEV: 924.91
K: 31.25
LVC: 100.00
AD: 3.20%BVCS: 5+90BVCE: 927.41EVCS: 6+90EVCE: 924.0111
5
'
-
1
5
"
R
C
P
C
L
.
V
@
6
.
9
%
CB 131
RIM: 928.78
INL (SW): 924.35
INV: 924.35
48" DIA
PER DETAIL C7.1/4 CB 123
RIM: 923.84
INL (S): 916.41
INL (W): 916.41
INV: 916.21
48" DIA
PER DETAIL C7.1/4
FINISHED GRADE
EXISTING GRADE
AVIENDA
P
A
R
K
W
A
Y>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>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN3+004+00
5+00 6+007+007+37.876+95.
1
6
5+00
6+00 STS>>STS>>STS>>STS>>STS>>STS
>>STS
>>STS>>STS
>>STS
>>0+001+00
2+00 3+00 3+04.64
CB 132
CB 131
CB 123
CB 124
CBMH 122
MH 121
0+00
2+00
3+00
3+80.96
0+0
0
0+3
5
.
0
3
SAN>SAN>MILLS DRIVEMILLS LANE NW
3+004+00
5+00 6+007+007+37.875+00
6+00
6+95.
1
6
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.GF=926.5926.8 (FFE)SOG926.3GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=934.3
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 4567891011321543211234BLOCK 3BLOCK 1BLOCK 2MILLS DRIVER65.5'R34.5'R20'R20'31'31'B-4B-13B-30PRIVATEPUBLIC915
920
925
915
920
925
172' - 18" RCP CL. V @ 0.5%
84' - 18" RCP CL. V @ 0.5%
28' - 15" RCP
CL. V @ 0.5%
19' - 18" PVC
@ 0.0%
CB 124
RIM: 923.84
INV: 916.55
48" DIA
PER DETAIL C7.1/4
CB 123
RIM: 923.84
INL (S): 916.41
INL (W): 916.41
INV: 916.21
48" DIA
PER DETAIL C7.1/4
CBMH 122
RIM: 922.90
INL (S): 915.79
INV: 915.79
48" DIA
PER DETAIL C7.1/4
R-4341-A
BEEHIVE
MH 121
RIM: 926.26
INL (S): 914.93
INV: 914.93
48" DIA
W/ 3' SUMP & SKIMMER
PER DETAIL C7.4/8
WATERMAIN
2.1' SEPARATION BETWEEN STORM
SEWER AND WATERMAIN
FINISHED GRADE
EXISTING GRADE
905 905
EG:FG:-0+25 EG: 920.71FG: 926.860+00 EG: 920.20FG: 926.80EG: 920.48FG: 926.330+50 EG: 920.40FG: 925.65EG: 920.83FG: 925.201+00 EG: 920.78FG: 924.50EG: 920.74FG: 923.921+50 EG: 920.80FG: 923.30EG: 921.04FG: 923.322+00 EG: 921.27FG: 924.56EG: 921.55FG: 924.732+50 EG: 924.42FG: 924.03EG: 924.48FG: 924.083+00 EG:FG:EG:FG:3+50 EG:FG:3+75
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C502SCD001B.DWG
MILLS DRIVE
STREET & STORM
C5.2B
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2ASEE SHEET C5.2ACB 124 - STMH 121
VERTICAL SCALE = 1":3'
Refer to sheet C2.2 for typical street cross sections
Refer to sheets 8.1 for Mill Drive Cross Sections.
19.
20.
PAVING NOTES
539
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 933.76FG: 932.370+00 EG: 933.46FG: 933.51EG: 933.63FG: 931.880+50 EG: 932.83FG: 931.41EG: 932.13FG: 930.491+00 EG: 930.47FG: 929.56EG: 929.16FG: 928.641+50 EG: 928.17FG: 929.18EG: 927.29FG: 929.512+00 EG: 924.32FG: 928.06EG:FG:2+50 EG:FG:2+75
CBMH 405
RIM: 932.37
INL (E): 926.68
INV: 928.37
NYLOPLAST DRAIN
PER DETAIL C7.1/11
56' - 8"
H
D
P
E
@
2
.
5
%
CBMH 404
RIM: 931.39
INL (N): 926.96
INL (E): 926.96
INV: 926.96
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8"
H
D
P
E
@
2
.
5
%
CBMH 403
RIM: 930.10
INL (N): 925.57
INL (E): 925.57
INV: 925.57
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8" HDPE @ 1.0
%
CBMH 402
RIM: 928.06
INL (N): 925.02
INL (E): 924.48
INV: 924.48
48" DIA
W/ 3' SUMP & SKIMMER
PER DETAIL C7.4/8
75' - 8" HDPE @ 1.0
%
FES 401
INV= 923.73
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
FINISHED GRADE
EXISTING GRADEMILLS DRIVE2+003+004+00
5+00 6+006+95.
1
6
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=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
BASIN 31P
HWL = 925.53
BOT = 924.0089101132154321BLOCK 1BLOCK 2HWL = 921.95SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>2+003+004+00
5+00 6+006+95.
1
6 STS>>STS>>STS>>STS>>STS>>STS
>>STS
>>STS
>>STS
>>STS
>>STS>>STS>>STS>>STS >>STS >>STS>>1+00
2+00 3+00 3+04.64
0+00
1+00
2+00
2+40.84 0+001+001+32.23CB 132
CB 131
CB 123
CB 124
CBMH 122
MH 121
CBMH 405
CBMH 404 CBMH 403 CBMH 402
FES 401 STS>>
FES 411
CBMH 412
CBMH 413
0+00
1+0
0
1+3
0
.
7
0
0+001+001+51.523+80.96
0+0
0
0+3
5
.
0
3
SAN>MILLS DRIVECLEAN OUT
INV: 927.08
PER DETAIL C7.4/5
CLEAN OUT
INV: 927.62
PER DETAIL C7.4/5
CLEAN OUT
INV: 926.24
PER DETAIL C7.4/5
CLEAN OUT
INV: 925.14
PER DETAIL C7.4/5
CLEAN OUT
INV: 924.81
PER DETAIL C7.4/5
B-4WETLAND 320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)915
920
925
930
915
920
925
930
EG:FG:-0+25 EG: 927.77FG: 923.730+00 EG: 926.88FG: 928.78EG: 927.12FG: 930.100+50 EG: 926.41FG: 927.07EG: 926.39FG: 928.101+00 EG: 925.84FG: 925.75EG:FG:1+50 EG:FG:1+75
CBMH 412
RIM: 928.04
INL (E): 924.07
INV: 924.07
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 413
RIM: 926.68
INL (N): 924.25
INV: 924.25
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8" HDPE @ 0.3%
22' - 8" HDPE
@ 0.3%
FINISHED GRADE
EXISTING GRADE
FES 411
INV= 924.00
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
910
915
920
925
930
935
910
915
920
925
930
935
EG:FG:-0+25 EG: 928.27FG: 928.270+00 EG: 927.88FG: 927.88EG:FG:0+50 EG:FG:0+75
CB 132
RIM: 928.81
INV: 925.33
48" DIA
PER DETAIL C7.1/4
CB 131
RIM: 928.78
INL (SW): 924.35
INV: 924.35
48" DIA
PER DETAIL C7.1/4
28' - 15
"
R
C
P
C
L.
V
@
3.
5
%
FINISHED GRADE
EXISTING GRADE
WATERMAIN
SANITARY SEWER
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C502SCD001C.DWG
BLOCK 1 & 2
REAR YARDS STORM
C5.2C
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
CBMH 413 - CBMH 412
CBMH 405 - FES 401
VERTICAL SCALE = 1":3'
CB 131- CB 132
540
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 >>0+001+00
2+00 3+00
4+00AVIENDA LANE S.0+001+00
2+00 3+00
4+00
DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5
1
2
3 4 5 6
7
BLOCK 6
C7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
R20'R20'R112.96'R84.96'R327'R299'28'B-BB-26 CLEAN OUT
CLEAN OUT
BLUFF CREEK BLVD
900
905
910
915
920
925
930
1.20%
-3.27
%
-1.44%GRADE BREAK STA = 0+22.79ELEV = 921.335PVI STA: 0+85.00
PVI ELEV: 922.08
K: 22.36
LVC: 100.00
AD: -4.47%BVCS: 0+35BVCE: 921.48EVCS: 1+35EVCE: 920.45PVI STA: 2+25.00
PVI ELEV: 917.50
K: 54.63
LVC: 100.00
AD: 1.83%BVCS: 1+75BVCE: 919.14EVCS: 2+75EVCE: 916.78FINISHED GRADE
EXISTING GRADE
890
EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C503SCD001A.DWG
AVIENDA LANE SOUTH
STREET & STORM
C5.3A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3BRefer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
541
BLUFF CREEK BLVD
.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>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS
CB 204
CB 203
4+00
5+00
6+00 7+007+80.790+
0
0
1+00 1+05.23
>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>DROP 1 FT.DROP 1 FT.GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
7
8R327'R299'R475.73'R503.73'R20'
R20'28'B-BCLEAN OUT
CLEAN OUT
2.40%
-1.44%GRADE BREAK STA = 7+12.10ELEV = 916.704PVI STA: 5+50.00
PVI ELEV: 912.81
K: 52.06
LVC: 200.00
AD: 3.84%BVCS: 4+50BVCE: 914.26EVCS: 6+50EVCE: 915.21LP STA: 5+25.06
LP ELEV: 913.71
FINISHED GRADE
EXISTING GRADE
EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:PRIVATE DRIVE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C503SCD001B.DWG
AVIENDA LANE SOUTH
STREET & STORM
C5.3B
NORTH
0 30 60
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3AREFER TO SHEET
C5.3C FOR STORM
SEWER DESIGN
REFER TO SHEE
T
C
5
.
3
C
F
O
R
S
T
O
R
M
S
E
W
E
R
D
E
I
G
N
AVIENDA
L
A
N
E
S
VERTICAL SCALE = 1"=3'
Refer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
542
BLUFF CREEK BLVD
.
L=340.37 R=2355.00 Δ =8°16 '5 2"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>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>0+001+00
2+00
3+00
3+6
3
.
0
1
CB 204
CB 203
FES 201
STS
>>
0
+
0
0
1+00 1+05.23
MH 202STS>>STS >>STS >>STS >>STS >>STS >>STS >>
AVIENDA LANE S.
CB 200 SERIS
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
895
900
905
910
915
920
895
900
905
910
915
920
EG:FG:-0+25 EG: 915.61FG: 913.790+00 EG: 915.72FG: 913.49EG: 915.43FG: 913.530+50 EG: 915.15FG: 913.71EG: 914.83FG: 913.991+00 EG: 914.52FG: 914.52EG: 914.79FG: 914.911+50 EG: 914.76FG: 915.58EG: 914.69FG: 916.382+00 EG: 914.61FG:EG: 914.54FG:2+50 EG: 914.46FG:EG: 914.38FG:3+00 EG: 914.19FG:EG: 909.59FG:3+50 EG:FG:EG:FG:4+00 EG:FG:4+25
CB 204
RIM: 913.29
INV: 909.83
2'x3' BOX
PER DETAIL C7.1/4
CB 203
RIM: 913.29
INL (N): 909.20
INV: 909.00
48" DIA
PER DETAIL C7.1/4
25' - 15"
R
C
P
CL. V @
2
.
5
%
FES 201
INV= 908.00
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
293' - 18" RCP CL. V @ 0.3%
SANITARY
FINISHED GRADE
EXISTING GRADE
MH 202
RIM: 914.01
INL (W): 908.12
INV: 908.12
48" DIA
W/ 3' SUMP
PER DETAIL C7.4/8
41' - 18" RCP
CL. V @ 0.3%
3.9' SEPARATION BETWEEN STORM
SEWER AND WATERMAIN
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C503SCD001C.DWG
AVIENDA LANE SOUTH
STORM SEWER
C5.3C
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
CB 204 - FES 201
543
910
915
920
925
930
935
940
328' - 8" PVC C900 @ 0.51%
MH-1
RIM: 934.87
INL (S): 914.01
INV: 913.91
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
8" PVC C900 WATERMAIN
8" PV
C
C
9
0
0
W
A
T
E
R
M
AI
N
SAN MH 41-040
RIM: 926.07
INL (E): 900.77
INL (S): 912.10
INV: 900.67
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=916.94
EXISTING
1
2
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
30' - 8" PVC C900 @ 0.50%
CONNECT TO EXISTING
SANITARY STUB AT
INV=912.25
SEE SHEET C6.2A FOR
PIPE CONTINUATION
12" X 8" REDUCER
SEE SHEET C6.2A FOR PIPE
CONTINUATION
6" LEAD
6" LEAD
64' - 8" PVC SDR 26 @ 0.50%
MH-1A
RIM: 935.03
INL (SE): 914.43
INV: 914.33
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95.
1
62+003+00
4+00
5+00
6+00
STS>>STSMH-1
SAN STUB A
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" G.V.
(2) 12" - 45° BENDS
8" X 12" REDUCER
8" X 6" TEESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-1A
8" X 6" TEE
8" - 45° BEND8" X 8" TEE8" - 45° BENDMILLS DRIVEMILLS LANE NW
3+002+003+00
4+00
5+00
6+00
6+95.
1
6
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.GF=927.1919.8FBWO919.3GF=926.6919.3FBWO918.8GF=924.5917.2FBWO916.7GF=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=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 123456781234567BLOCK 3BLOCK 5895
EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25
PRIVATE DRIVE NW
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C601SCD001.DWG
MILLS LANE NW
SANITARY & WATER
C6.1
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NW SEE SHEET C6.2ASEE SHEET C6.2A1
1
544
910
915
920
925
930
935
940
945
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
160' - 8" PVC SDR 26 @ 0.50%
MH 2
RIM: 933.90
INL (S): 914.80
INV: 914.70
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
54' - 8" PVC SDR 26 @ 0.50%
8" PVC
C
9
0
0
W
A
T
E
R
M
A
I
N
FINISHED GRADE
EXISTING GRADE
8" PV
C
C
9
0
0
W
A
T
E
R
M
A
I
N
SEE SHEET C6.1 FOR PIPE
CONTINUATION
6" LEAD
CONTRACTOR TO VERIFY 8"
WATERMAIN LOCATION PRIOR TO
CONNECTION
MH-1A
RIM: 935.03
INL (SE): 914.43
INV: 914.33
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
905
EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.56FG: 937.54EG: 937.88FG: 937.691+50 EG: 934.16FG: 937.72EG: 933.64FG: 937.512+00 EG: 933.11FG: 937.07EG: 932.58FG: INFINITY2+50 EG: 932.06FG: 935.65EG: 931.38FG: 935.003+00 EG: 930.69FG: 934.46EG: 930.02FG: 934.023+50 EG: 929.36FG: 933.64EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>SAN>SAN>1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH 2
MH 3
MH 4
MH 58+34.270+
0
0
1+00 1+32.23
STS>>HYDRANT & VALVE W/ 6" PVCC900 LEADPER DETAIL C7.3/28" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" - 45° BEND
CONNECT TO EXISTING
8" WATERMAIN
0+001+001+30.700+00 1+00 1+51.52
INSTALL 8" GATE
VALVE & BOX
0+000+35.03SAN>SAN>MH-1A8" X 6" TEE8" - 45° BEND
8" X 8" TEE
8" - 45° BEND
8" - 45° BEND
MILLS DRIVE
1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=926.5
926.8 (FFE)
SOG
926.3
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=936.2928.9FBWO928.4GF=936.2928.9FBWO928.4GF=935.3928.0FBWO927.5GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1BASIN 31PHWL = 925.53BOT = 924.007
8
9
10
11
321
5
4
3
2
1
BLOCK 1
BLOCK 2
HWL = 921.95OEOEOEOEOEOEOEOEOEOEOEOEOESSMH
RE=937.7
IE=925.9(W)>>IIEDGE OF
PLOWED FIELD
B-4
MILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C602SCD001A.DWG
MILLS DRIVE
SANITARY & WATER
C6.2A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C6.2BSEE SHEET C6.2B
SEE SHEET C6.1A
1
1
545
MH 5
RIM: 924.47
INV: 916.50
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
95' - 8" PVC SDR 35 @ 0.50%
MH 4
RIM: 928.54
INL (E): 916.02
INV: 915.92
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
44' - 8" PVC SDR 35 @ 0.50%
MH 3
RIM: 930.78
INL (SE): 915.70
INV: 915.60
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
160' - 8" PVC SDR 26 @ 0.50%
INL (S): 914.80
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
8"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
FINISHED GRADE
EXISTING GRADE8" PV
C
C
9
0
0
W
A
T
E
R
M
A
I
N
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=913.55
6" LEAD
EG: 928.68FG: 933.254+00 EG: 928.01FG: 932.86EG: 927.33FG: 932.474+50 EG: 926.65FG: 932.02EG: 925.98FG: 931.375+00 EG: 925.29FG: 930.50EG: 924.60FG: 929.415+50 EG: 923.93FG: 928.16EG: 923.26FG: 926.936+00 EG: 922.58FG: 925.86EG: 921.89FG: 924.996+50 EG: 921.87FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:4+005+006+00
7+00 7+37.87DROP 1 FT.DROP 1 FT.GF=926.5
926.8 (FFE)
SOG
926.3
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=934.5927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.6926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.310
11
321
5
4
3
2
BLOCK 1
BLOCK 2 L=438.72R=1815.00Δ=13°50'58"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>4+005+006+00
7+00 7+37.87
STS >>STS >>STS >>STS>>STS>>STS>>STSMH 3
MH 4
MH 5
8" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" - 45° BEND
CONNECT TO EXISTING
8" WATERMAIN0+000+35.03MILLS DRIVE
B-4
B-30AVIENDA PKWY.MILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C602SCD001B.DWG
MILLS DRIVE
SANITARY & WATER
C6.2B
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2ASEE SHEET C5.2A
546
SAN
>SAN
>SAN
>SAN
>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >
SAN
>
SAN
>
MH-13
MH-12
STS >>STS >>STS >>STS >>STS >>>>STS
>>
STS
>>
STS
>>STS>>STS >>STS >>STS >>STS >>STS >>
8" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" - 22.5° BEND
8" X 6" TEE
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" X 6" TEE
8" - 11.25° BEND
AVIENDA LANE S.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.DROP 1 FT.GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5
1
2
3 4 5 6
7
BLOCK 6
B-26
BLUFF CREEK BLVD
900
905
910
915
920
925
930
MH-13
RIM: 921.44
INV: 906.51
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
256' - 8" PVC SDR 26 @ 0.50%
MH-12
RIM: 915.47
INL (W): 905.13
INV: 902.20
60" DIA INSIDE DROP
PER DETAIL C7.2/12
CASTING R-1642 PER DETAIL C7.3/8
178' - 8" PVC SDR 26 @ 0.50%
8" PVC C900
W
A
T
E
R
M
A
I
N
CONNECT INTO EXISTING
WATERMAIN PLUG AT INV=912.75
FINISHED GRADE
EXISTING GRADE
8" PVC C900
W
A
T
E
R
M
A
I
N
SOILS TO BE COMPACTED
TO 100% STD PROCTOR
WITH SITE SUITABLE FILL
AT 1:1 FROM BOTTOM OF
EXCAVATION
6" LEAD
6" LEAD
20' - 8" PVC C900
@ 0.50%
890
EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.68FG: 921.36EG: 921.72FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62PRIVATE DRIVE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C603SCD001A.DWG
AVIENDA LANE SOUTH
SANITARY & WATER
C6.3A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
PRIVATE DRIVE S SEE SHEET C5.3BSEE SHEET C5.3B547
BLUFF CREEK BLVD
.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>MH-11
MH-10
SAN STUB B
STSSTS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>
4+00
5+00
6+00 7+007+80.79HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" X 6" TEE
8" - 11.25° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
8" X 6" TEE
8" - 45° BEND
10" - 45° BEND
8" X 10"
REDUCER
STS
>>
10" X 10" TEE
10" - 45° BEND 10" PLUG
0
+
0
0
1+00 1+05.23
>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>
4+00
5+00
6+00 7+007+80.79DROP 1 FT.DROP 1 FT.GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
7
8
AVIENDA LANE S.
900
905
910
915
920
925
930
178' - 8" PVC SDR 26 @ 0.50%
MH-11
RIM: 913.61
INL (W): 901.31
INV: 901.21
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
186' - 8" PVC SDR 26 @ 0.50
%
MH-10
RIM: 914.46
INL (W): 900.28
INV: 900.18
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
36' - 8" PVC SDR 26 @ 0.50%
STORM SEWER
FINISHED GRADE
EXISTING GRADE
8" PVC C900
W
A
T
E
R
M
A
I
N
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=904.00
6" LEAD
6" LEAD
10" X 8" REDUCER
10" x 10" TEE
20' - 8" PVC C900
@ 0.50%
890
EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.71FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:EG:FG:8+00 EG:FG:8+25
PRIVATE DRIVE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
SE WATERMAIN LEAD
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
895
900
905
910
915
920
895
900
905
910
915
920
EG:FG:-0+25 EG: 913.31FG: 916.740+00 EG: 913.89FG: 915.42EG: 914.30FG: 916.080+50 EG: 913.72FG: 916.83EG: 913.13FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75
10" PVC C900 WATERMAIN
10" X 10" TEE
10" PLUG
INV = 903.74
FINISHED GRADE
EXISTING GRADE
2.9' SEPARATION BETWEEN EXISTING
SANITARY SEWER AND WATERMAIN
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C603SCD001B.DWG
AVIENDA LANE SOUTH
SANITARY & WATER
C6.3B
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
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 C7.2/1.
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.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3A548
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
NO SCALE
TYPICAL 4' DIAMETER
CATCH BASIN MANHOLE4
NO SCALE
RIP RAP DETAIL5
NO SCALE
CATCH BASIN SEDIMENT TRAP1
ROCK CONSTRUCTION ENTRANCE2
SILT FENCE3
NO SCALE
NO SCALENO SCALE
CONCRETE WASHOUT AREA6
FLOATING HEAD SKIMMER
NO SCALE
7
NO SCALE
FLARED END SECTION DETAIL8
SLOPE
VARIES MIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL
TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS
COMPLETE.
NO SCALE
TEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG
8" MIN. DIAMETER
1"X1" WOOD STAKES MAX. 4 FT. SPACING
NO SCALE
HYDRANT TRACER WIRE DETAIL9
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.1NO SCALE
NYLOPLAST DRAIN11
549
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.2
NO SCALE
CONCRETE SIDEWALK4
NO SCALE
STREET INTERSECTION
CONCRETE VALLEY GUTTER3
NO SCALE
CURB CONSTRUCTION AT CATCH BASIN1
NO SCALE
TYPICAL CURB AND GUTTER2
NO SCALE
WEEPER DITCH CHECK5
STREET AND TRAFFIC SIGN INSTALLATION6
NO SCALE
INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.
MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.
ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.
5'2.5'
6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.
2
1
4'
OC
12
NO SCALE
TREE PROTECTION8INSTALL AT DRIPLINE OF TREE1'
WARP NEW TO MATCH
EXISTING WITHIN 3 FEET.
2'
NO SCALE
ASPHALT PAVEMENT TRANSITION7
MILL EXISTING PAVEMENT
TO MATCH NEW WEAR
COURSE THICKNESS.
APPLY TACKCOAT.
NEW PAVEMENT
SECTIONEXISTING
PAVEMENT
SECTION
SAWCUT
LOCATION
1/8" R
NON-EXTRUDING FILLER
AGGREGATE BASE
BITUMINOUS TYP. SECTION
BITUMINOUS SURFACE
24"
3/8"
CONCRETE TYP. SECTION SEALING
MATERIAL
NO SCALE
THICKENED BITUMINOUS EDGE
AND CONCRETE SURFACE9
NO SCALE
RESERVED.11
NO SCALE
PEDESTRIAN CURB RAMP DETAILS10
SANITARY SEWER INSIDE
DROP MANHOLE12
NO SCALE 550
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.3
NO SCALE
SANITARY SERVICE RISER4
NO SCALE
TYPICAL GATE VALVE AND BOX INSTALLATION3
NO SCALE
CONCRTE THRUST BLOCKING1
NO SCALE
TYPICAL HYDRANT INSTALLATION2
NO SCALE
STANDARD SANITARY MANHOLE5
NO SCALE
MANHOLE CASTING AND LIDS DETAIL8
NO SCALE
INSULATED PIPE CROSSING12 NO SCALE
PIPE BEDDING FOR P.V.C. PIPE6
NO SCALE
PIPE BEDDING IN POOR SOILS10
NO SCALE
PIPE BEDDING IN GOOD SOILS RCP & DIP11
NO SCALE
FLARED END SECTION7
NO SCALE
STORM SEWER CATCH BASIN
2'X3' RECTANGULAR9
551
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 09/30/2022
1
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.4
NO SCALE
STANDARD STORM MANHOLE4
NO SCALE
SANITARY MANHOLE TRACER WIRE DETAIL3
NO SCALE
SANITARY SEWER SYSTEM TRACER WIRE
DETAIL1
SANITARY SEWER SERVICE
LINE TRACER WIRE DETAIL2
NO SCALE2.3' SandFiltration BedPerforated Collection Pipe w/
Circular Knit Fabric Pipe Sock (typ.)
Filtration
Overflow Outlet
(FES & Pipe)
Geotextile (typ.)
Water Level -
Verification for
Infiltration
Filtration thru Sand 3:1 Max.NO SCALE
ABOVE-GROUND FILTRATION BASIN AND OUTLET MANHOLES66" Topsoil2.3' SandFiltration BedPerforated Distribution
Header Pipe or Chamber (typ.)
Perforated Collection Pipe
w/ circular knit pipe sock (typ.)
Geotextile (typ.)
Geotextile Wrapping System
Filtration thru Sand Surface
Finished Grade (Parking Lot)VariableNativeFillFiltration
Overflow Outlet
(Piped)
Catch Basin Inlet
3' MinNO SCALE
UNDERGROUND FILTRATION SYSTEM7
Outlet Manhole
Perforated Distribution Pipe (typ.)
NO SCALE
DRAINTILE CLEAN OUTS5
Filtration Underdrain
Filtration Underdrain
VARIABLE1'-4"3' SUMPNOTES:
1.ALL JOINTS IN MANHOLE TO HAVE "O" RING
RUBBER GASKETS.
2.MANHOLE STEPS NEENAH R198IJ OR
EQUAL, 16" O.C. ALUMINUM STEPS
APPROVED.
3.DOGHOUSES SHALL BE GROUTED ON BOTH
THE OUTSIDE AND INSIDE.
NO SCALE
SUMP STORM SEWER MANHOLE WITH SKIMMER8
FULL BED OF MORTAR BETWEEN AND A
6" COLLAR ON THE OUTSIDE OF RINGS
MINIMUM OF 2, MAXIMUM OF 4 CONCRETE
ADJUSTING RINGS. WRAP ALL JOINTS
BETWEEN THE RINGS, CASTING, AND
MANHOLE WITH A WATER-TIGHT WRAP.
PRECAST REINFORCED CONCRETE SLAB
6" FOR 48" DIA.
8" FOR 54" - 102" DIA.
12" FOR 108" - 120" DIA.
PRECAST CONCRETE MANHOLE SECTIONS
SKIMMER DEVICE
12" BELOW INVERT
12" ABOVE CROWN
552
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
MILLS DRIVE12345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P
HWL = 895.81
BTM = 891.70
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 921.95
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L2.3
1
ENLARGED
LANDSCAPE PLAN - SOUTH
L2.3
1
ENLARGED
LANDSCAPE PLAN - NORTH 'B'
L2.2
1
ENLARGED
LANDSCAPE PLAN - NORTH 'A'FEATURE PLANT BEDFEATURE PLANT BEDFEATURE PLANT BEDBLUFF CREEK
BLVD
AVIENDA PARKWAY PRIVATE DRIVE S.48
(TYP)
8
(TYP)
8(TYP)
8(TYP)
8(TYP)
8
(TYP)
MILLS LANE
OUTLOT CBLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYORNAMENTAL 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 50 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT
PHYS 51 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT
THTE 48 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B
VITR 57 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 71 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
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 09/30/2022
1
L201SCD001.DWG
LANDSCAPE PLAN -
OVERALL
L2.1
NORTH
0 60 120
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. 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 sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final grades are met.
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 this sheet are total 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.
2.
3.
5.
6.
7.
9.
10.
11.
12.
13.
14.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - OVERALL
CITY REQUIREMENTS
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.
15.
16.
17.
LEGEND
Minimum of one (1) deciduous or coniferous tree placed in front yard of each lot.
City Approved Tree List (Sec. 18-61)
Buffers required when plat is contiguous with a colllector and/or arterial street. Buffers shall be a mix of trees and shrubs.
Sodded turf. See Note #8
Seed mix: BWSR Dry to Mesic Buffer South and West
Seed at rate of 46.18 lb/acre
4.
8.
553
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 5 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
TILG 5 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 3 Picea glauca White Spruce 50`H x 20`W 6`B & B
PIDE6 16 Picea glauca 'Densata'Black Hills White Spruce 45`H x 20`W 6` Ht.B & B
PIDE8 10 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 25 Cornus sericea Red Twig Dogwood 10`H x 10`W 5 GAL.POT
PHYS 22 Physocarpus opulifolius 'Diabolo'Dwarf Ninebark 6`H x 6`W #3 POT
THTE 32 Thuja occidentalis `Techny`Techny Arborvitae 15`H x 8`W 6` HT.B&B
VITR 23 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 29 Miscanthus purpurascens Silver Grass 5`H x 3`W 1 GAL.POT
AVIEN
D
A
P
A
R
K
W
A
Y
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>>STS
>>
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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>>SAN>SAN>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) PIDE8
(1) PIGL
(1) PIDE8
(1) CORE
(3) THTE
(5) PHYS
(3) CORE
(5) VITR
(5) MIPU
(5) MIPU
(3) CORE
(3) VITR
(4) PHYS (3) THTE
(7) MIPU
(3) VITR
(2) CORE
(2) THTE
(2) CORE
(5) PHYS
(5) MIPU
(2) VITR
(2) THTE
(3) VITR
(6) PHYS (2) THTE
(3) CORE
(4) VITR (2) PHYS
(2) THTE
(3) VITR (2) THTE
(1) CORE
(7) MIPU(2) VITR
MILLS DRIVEMILLS LANE
8(TYP)
8(TYP)
8(TYP)
8(TYP)
8
(TYP)
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 09/30/2022
1
L202SCD001.DWG
ENLARGED LANDSCAPE PLAN -
NORTH - A
L2.2
NORTH
0 30 60MATCHLINE - SEE SHEET L2.3Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. 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 sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final design grades are met.
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.
9.
10.
11.
12.
13.
14.
15.
16.
17.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - NORTH 'B'
LEGEND
Sodded Turf. See Note #8
8.
554
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 DRIVE89101132154321BLOCK 1BLOCK 2STS>>STS>>STS>>STSSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>STS>>STS>>STS>>STS>>STS>>STS
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>>STS
>>STS>>STS
>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>
0+0
0
0+3
5
.
0
3
SAN>SAN30' 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
4(TYP)
8(TYP)
8(TYP)
8(TYP)
8(TYP)
8(TYP)
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 09/30/2022
1
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 (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. 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 sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final design grades are met.
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.
5.
6.
7.
9.
10.
11.
12.
13.
14.
15.
16.
17.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.MATCHLINE - SEE SHEET L2.2PLANT SCHEDULE - NORTH 'B'
LEGEND
Sodded Turf. See Note #8
Seed mix: BWSR Dry to Mesic Buffer South and West
Seed at rate of 46.18 lb/acre
4.
8.
555
FFE=915.0FFE=915.0
263.03S01°56'14"WFEAT
U
R
E
PL
A
NT
B
E
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) PIDE8
(5) THTY
(3) MASS
(3) VITR
(6) MIPU
(2) PIDE6
(1) PIDE8(1) MASS
(4) PHYS
(2) MASS
(1) PIDE8
(1) PIDE6
(1) PHYS
(1) MASS
(6) MIPU
(5) PHYS(3) VITR(1) PIDE6
(1) PIDE8
(1) PIDE6
(1) PIDE8(2) MASS(3) MASS
(2) AFJ3 (3) PHYS
(4) MIPU (3) VITR
(9) ASCH
(8) CAKF
(9) ASCH
(2) VITR
(1) TILG
(1) AFJ3
BLUF
F
C
R
E
E
K
B
L
V
D
BLUFF CREE
K
B
L
V
D
AVIENDA LANE
SANSAN>SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN >SAN >
SAN
>
SAN >STS>>STS >>
S
T
S
>
>STSSTS>>STS
>>
STS
>>
STS>>STS>>STS>>STS >>
STS >>STS >>STS>>STS
8(TYP)
8(TYP)
8(TYP)
OUTLOT C
BLUFF CREEK OVE
R
L
A
Y
D
I
S
T
R
I
C
T
S
E
C
O
N
D
A
R
Y
B
O
U
N
D
A
R
Y
BLUFF CREEK OVE
R
L
A
Y
D
I
S
T
R
I
C
T
P
R
I
M
A
R
Y
B
O
U
N
D
A
R
Y
30' SITE
TRIANGLE
30' SITE
TRIANGLE
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
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 09/30/2022
1
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 (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. 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 sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final design grades are met.
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.
9.
10.
11.
12.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - NORTH
LEGEND
Sodded turf. See Note #8
8.
556
MILLS DRIVESAN>SAN>SANSAN>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>SANSAN>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS
>>STS
>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSAN>SAN>SAN>0+00STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>0+0
0
0+3
5
.
0
3 STS>>STSSAN>BLUFF
CREEK
BLVD
AVIENDA PARKWAY PRIVATE DRIVE S.MILLS LANE
A
A
A
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
1
L401SCD001.DWG
PHOTOMETRICS
PLAN
L4.1
NORTH
0 60 120
PHOTOMETRICS NOTES
All fixtures shall be type 'A' as shown in graphic on this sheet.
Mount on 18' pole. Color: light gray
1.
2.
A
557
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
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
FINAL PLAT SUBMITTAL
SEPTEMBER 30, 2022
SCD14001.CUD
2022LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 09/30/2022
1
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 TREE PLANTINGVARIES 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 FOR PLANTING
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, CENTERED ON
DOWNHILL 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.DWG
LANDSCAPE DETAILS
L7.1
558
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
AVIENDA TOWNHOMES
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
559
i
TABLE OF CONTENTS
SPECIAL PROVISIONS PAGE
1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1
2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1
3. DEVELOPMENT PLANS ............................................................................................ SP-1
4. IMPROVEMENTS ........................................................................................................ SP-2
5. TIME OF PERFORMANCE ......................................................................................... SP-2
6. SECURITY .................................................................................................................... SP-2
7. NOTICE ......................................................................................................................... SP-3
8. OTHER SPECIAL CONDITIONS................................................................................ SP-3
9. GENERAL CONDITIONS ........................................................................................... SP-5
GENERAL CONDITIONS
1. RIGHT TO PROCEED ................................................................................................. GC-1
2. PHASED DEVELOPMENT ........................................................................................ GC-1
3. PRELIMINARY PLAT STATUS ................................................................................ GC-1
4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1
5. IMPROVEMENTS ....................................................................................................... GC-1
6. IRON MONUMENTS .................................................................................................. GC-2
7. LICENSE ...................................................................................................................... GC-2
8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2
8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR
OTHER BUILDING ......................................................................................... GC-2
9. CLEAN UP ................................................................................................................... GC-3
10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3
11. CLAIMS ....................................................................................................................... GC-3
12. PARK DEDICATION .................................................................................................. GC-3
13. LANDSCAPING .......................................................................................................... GC-3
14. WARRANTY ............................................................................................................... GC-4
15. LOT PLANS ................................................................................................................. GC-4
16. EXISTING ASSESSMENTS ....................................................................................... GC-4
17. HOOK-UP CHARGES ................................................................................................. GC-4
18. PUBLIC STREET LIGHTING..................................................................................... GC-4
19. SIGNAGE ..................................................................................................................... GC-5
20. HOUSE PADS .............................................................................................................. GC-5
21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5
22. DEVELOPER'S DEFAULT ......................................................................................... GC-6
22. MISCELLANEOUS
A. Construction Trailers ........................................................................................ GC-6
B. Postal Service .................................................................................................... GC-7
C. Third Parties ...................................................................................................... GC-7
D. Breach of Contract ............................................................................................ GC-7
E. Severability ....................................................................................................... GC-7
560
ii
F. Building Permits ............................................................................................... GC-7
G. Waivers/Amendments ....................................................................................... GC-7
H. Release .............................................................................................................. GC-7
I. Insurance ........................................................................................................... GC-7
J. Remedies ........................................................................................................... GC-8
K. Assignability ..................................................................................................... GC-8
L. Construction Hours ........................................................................................... GC-8
M. Noise Amplification .......................................................................................... GC-8
N. Access ............................................................................................................... GC-8
O. Street Maintenance............................................................................................ GC-8
P. Storm Sewer Maintenance ................................................................................ GC-9
Q. Soil Treatment Systems .................................................................................... GC-9
R. Variances........................................................................................................... GC-9
S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9
T. Proof of Title ..................................................................................................... GC-9
U. Soil Conditions................................................................................................ GC-10
V. Soil Correction ................................................................................................ GC-10
W. Haul Routes ......................................................................................................... GC-10
X. Development Signs .............................................................................................. GC-10
Y. Construction Plans ............................................................................................... GC-10
Z. As-Built Lot Surveys ........................................................................................... GC-11
561
SP-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
AVIENDA TOWNHOMES
SPECIAL PROVISIONS
AGREEMENT dated October 24, 2022 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and, Level 7 Development, LLC, a Minnesota limited
liability company (the "Developer").
1. Request for Plat Approval. The Developer has asked the City to approve a plat for
Avienda Townhomes (referred to in this Contract as the "plat"). The land is legally described on the
attached Exhibit "A".
2. Conditions of Plat Approval. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 30 days after the City Council approves the plat.
3. Development Plans. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any
work in the plat. If the plans vary from the written terms of this Contract, the written terms shall
control. The plans are:
Plan A: Final plat approved October 24, 2022, prepared by Landform Professional Services,
LLC.
Plan B: Grading, Drainage and Erosion Control Plan dated September 30, 2022, prepared by
Landform Professional Services, LLC.
Plan C: Plans and Specifications for Improvements dated September 30, 2022, prepared by
Landform Professional Services, LLC.
Plan D: Landscape Plan dated September 30, 2022, prepared by Landform Professional
Services, LLC.
562
SP-2
4. Improvements. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Water Drainage System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading/Restoration
H. Underground Utilities (e.g. gas, electric, telephone, CATV)
I. Setting of Lot and Block Monuments
J. Surveying and Staking
K. Landscaping
L. Erosion Control
5. Time of Performance. The Developer shall install all required improvements except
for the wear course on public streets by November 15, 2023. The Developer may, however, request
an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon
updating the security posted by the Developer to reflect cost increases and the extended completion
date.
6. Security. To guarantee compliance with the terms of this Contract, payment of
special assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto,
from a bank acceptable to the City, or cash escrow ("security") for $981,972.19. The amount of the
security was calculated as 110% of the following:
Site Grading/Erosion Control/Restoration $ 23,955.00
Sanitary Sewer $ 345,937.65
Watermain $ 238,755.00
Storm Sewer, Drainage System, including cleaning and maintenance $ 55,095.00
Streets $ 155,250.00
Sub-total, Construction Costs $ 818,992.65
Engineering, surveying, and inspection (7% of construction costs) $ 57,329.49
Landscaping (2% of construction costs) $ 16,379.85
Sub-total, Other Costs $ 73,709.34
TOTAL COST OF PUBLIC IMPROVEMENTS $ 892,701.99
SECURITY AMOUNT (110% of 892,701.99) $ 981,972.19
This breakdown is for historical reference; it is not a restriction on the use of the security. The security
shall be subject to the approval of the City. The City may draw down the security, without notice, for
563
SP-3
any violation of the terms of this Contract. If the required public improvements are not completed at
least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the
security is drawn down, the draw shall be used to cure the default. With City approval, the security
may be reduced from time to time as financial obligations are paid, but in no case shall the security
be reduced to a point less than 10% of the original amount until (1) all improvements have been
completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the
City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security
is provided, and (6) the public improvements are accepted by the City.
7. Notice. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at
the following address:
Mark Nordland
Level 7 Development, LLC
4600 Kings Point Road
Minnetrista, MN 55331
Phone: 612-812-7020
Email: mnordland@nordlandpartners.com
Level 7 Development, LLC
4600 Kings Point Road
Minnetrista, Minnesota 55344
Attn: Mercedes Rhodes
(612) 203-2494
Email: ariusrealestatedevelopment@gmail.com
Kennedy & Graven, Chartered
150 South Fifth Street, Suite 700
Minneapolis, Minnesota 55402
Attn: Larry Wertheim
(612) 337-9216
Email: lwertheim@kennedy-graven.com
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen
City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952)
227-1100.
8. Other Special Conditions.
A. FEES
1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting,
Developer shall submit to the City $186,821.10 for the following City fees:
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SP-4
Administration fee (based on estimated construction cost of $818,992.65) $ 21,379.85
GIS fee: 39 parcels @ $30/parcel + $100 for the plat $ 1,270.00
Partial payment of City sewer and water hookup fees:
39 units @ $691/unit (sewer) + $2,562/unit (water) $ 126,867.00
Street light operating fee: 4 lights @ $300/light $ 1,200.00
Park Fee: 39 dwelling units @ $5,800/unit (WAIVED – CREDIT) $ ------------
Surface Water Management Fee $ 36,104.25
Total $186,821.10
B. CONDITIONS OF APPROVAL
Planning
1. Homes shall be constructed and designed consistent with the PUD (Ordinance 696).
2. Outlots B, C and F shall be conveyed to a Homeowners Association contemporaneously
with recording final plat.
Building
1. Final plat must be recorded before lot addresses can be established and before any
building permits can be issued
2. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
3. 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
4. A building permit must be obtained before beginning any construction.
5. Retaining walls (if present) more than four feet high, measured from the bottom of the
footing to the top of the wall, must be designed by a professional engineer and a building
permit must be obtained prior to construction. Retaining walls (if present) under four feet
in height require a zoning permit.
Fire Comments
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.
Landscaping and Tree Preservation
565
SP-5
1. The Developer shall include 97 trees in the overall landscape plan that meet minimum
canopy coverage requirements for size and diversity.
2. The Developer shall meet minimum bufferyard planting requirements for North and South
townhome areas.
3. The Developer 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. The Developer shall 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.
Engineering:
1. 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.
2. Emergency overflow elevations and routes along with lot benching details shall be
submitted prior to final plat approval.
3. The Developer is required to provide an updated SWPPP for the proposed subdivision
prior to approval of final construction plans.
4. The Developer 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.
5. All newly constructed public streets (Mills Drive) will be publicly owned and maintained
after acceptance of the public improvements by the City Council.
6. Construction design elements associated with the street plans including the horizontal
curvature information will be required prior to approval of final construction plans.
7. The final construction plans must be updated and approved to meet staff’s comments
prior to recording of final plat.
8. All sanitary sewer and water mains will be publicly owned and maintained after
acceptance of the public improvements by the City Council.
9. The Developer 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.
10. It is the Developer’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, RPBC Watershed District, Board of Water and Soil Resources, PCA,
etc.).
11. A Homeowners Association will be responsible for the maintenance of all common areas
and private streets and utilities.
Water Resources:
1. The net SWMP Fee due at the time of final plat is $36,104.25.
2. The Developer shall include electronic copies for the HydroCAD and P8 models in any
future submittals to help to speed up the review process.
566
SP-6
3. The site is currently meeting rate control to each discharge point, however, the Developer
shall confirm rate control is still being met after making any necessary modeling updates
based on comments provided.
4. 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
Developer shall clarify this discrepancy.
5. The Developer shall confirm freeboard requirements are still being met after making any
necessary modeling updates based on comments provided.
6. The Developer 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.
7. The Developer shall provide an operation and maintenance plan that identifies the
maintenance, inspection, and monitoring schedule and responsible party for private
stormwater BMP’s to be recorded contemporaneously with the final plat.
8. Developer shall confirm storm sewer sizing calculations provided are correct and are
consistent with HydroCAD modeling.
9. The existing storm sewer shall be shown on all utility plans. It does not appear to be
shown or clearly depicted in the utility plans.
10. 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 Developer shall provide additional detail
on the status of the West Central Basin.
11. Details on any proposed outlet structures including EOFs or pretreatment structures for
the proposed BMPs shall be included in future submittals.
12. There are areas in the plans with slopes steeper than 3:1. Developer shall regrade these
areas to be a maximum of 3:1 slopes or get approval for steeper slopes from the City..
13. Additional water resources comments are included on the plans for the Developer to
address moving forward.
14. Additional information on the stormwater reuse and irrigation system shall be provided to
the city to review and approve the design prior to recording the final plat.
15. Additional catch basin inlets should be added to locations identified in the plans to reduce
gutter flow. Alternatively, the Developer shall include information on potential spread
within the roadways to demonstrate inlet spacing is adequate as proposed.
16. Additional calculations and HydroCAD modeling shall be provided for the proposed
drainage swale behind townhomes south of Bluff Creek Boulevard to confirm the design
is adequate for the anticipated flows.
9. General Conditions. The general conditions of this Contract are attached as Exhibit
"B" and incorporated herein.
567
SP-7
CITY OF CHANHASSEN
BY:
Elise Ryan, Mayor
(SEAL)
AND:
Laurie Hokkanen, City Manager
STATE OF MINNESOTA)
(ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of ,
20__, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
568
SP-8
LEVEL 7 DEVELOPMENT, LLC:
BY:
Bahram Akradi, Its President
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20__, by Bahram Akradi, the President of Level 7 Development, LLC, a Minnesota limited liability
company, on behalf of the company.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
569
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
Outlots A and C, Avienda, Carver County, Minnesota.
570
MORTGAGE HOLDER CONSENT
TO
DEVELOPMENT CONTRACT
,
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Development Contract, agrees that the Development Contract shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this day of , 20 .
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20___, by .
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
571
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
,
fee owners of all or part of the subject property, the development of which is governed by the
foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound
by the provisions as the same may apply to that portion of the subject property owned by them.
Dated this day of , 20 .
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of ,
20___, by .
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
572
[OFFICIAL BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Chanhassen
7700 Market Boulevard, Box 147
Chanhassen, Minnesota 55317
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________,
2______, of (Name of Bank) ";
b) Be signed by the Mayor or City Manager of the City of Chanhassen.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15,
2______.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-
five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank
delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this
Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S.
Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen
City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is
actually received by the City Manager at least thirty (30) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not
referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw
may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and
Practice for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
BY: ____________________________________
Its ______________________________
573
GC-1
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
EXHIBIT "B"
GENERAL CONDITIONS
1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public
or private improvements, or any buildings until all the following conditions have been satisfied: 1)
this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary
security and fees have been received by the City, 3) the plat has been recorded with the County
Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City
Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer
may proceed.
2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this
Contract and the breach has not been remedied. Development of subsequent phases may not proceed
until Development Contracts for such phases are approved by the City. Park charges and area charges
for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat
that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such
charges will be calculated and imposed when the outlots are final platted into lots and blocks.
3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the
preliminary plat approval for all phases not final platted shall lapse and be void unless final platted
into lots and blocks, not outlots, within two (2) years after preliminary plat approval.
4. Changes in Official Controls. For two (2) years from the date of this Contract, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the
contrary, to the full extent permitted by state law the City may require compliance with any
amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements
enacted after the date of this Contract.
5. Improvements. The improvements specified in the Special Provisions of this
Contract shall be installed in accordance with City standards, ordinances, and plans and specifications
which have been prepared and signed by a competent registered professional engineer furnished to
the City and approved by the City Engineer. The Developer shall obtain all necessary permits from
the Metropolitan Council Environmental Services and other pertinent agencies before proceeding
574
GC-2
with construction. The City will, at the Developer's expense, have one or more construction inspectors
and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a
qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be
submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector
to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the
construction is being performed to an acceptable level of quality in accordance with the engineer's
design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually
agreeable time at the City Council chambers with all parties concerned, including the City staff, to
review the program for the construction work.
6. Iron Monuments. Before the security for the completion of utilities is released, all
monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.021. The
Developer's surveyor shall submit a written notice to the City certifying that the monuments have
been installed.
7. License. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the
City in conjunction with plat development.
8. Site Erosion and Sediment Control. Before the site is rough graded, and before any
utility construction is commenced or building permits are issued, the erosion and sediment control
plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose
additional erosion and sediment control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall
be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall
be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that
time is of the essence in controlling erosion and sediment transport. If the Developer does not comply
with the erosion and sediment control plan and schedule of supplementary instructions received from
the City, the City may take such action as it deems appropriate to control erosion and sediment
transport at the Developer's expense. The City will endeavor to notify the Developer in advance of
any proposed action, but failure of the City to do so will not affect the Developer's and City's rights
or obligations hereunder. No development will be allowed and no building permits will be issued
unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and
sediment control needs to be maintained until vegetative cover has been restored, even if construction
has been completed and accepted. After the site has been stabilized to where, in the opinion of the
City, there is no longer a need for erosion and sediment control, the City will authorize the removal
of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and
dispose of the erosion and sediment control measures.
8a. Erosion Control During Construction of a Dwelling or Other Building. Before a
building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash
escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City
Code § 7-22.
575
GC-3
9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily
clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that
has resulted from construction work by the Developer, its agents or assigns.
10. Acceptance and Ownership of Improvements. Except for streets and utilities
identified as private under the terms of this Agreement, all other improvements lying within
public easements shall become City property upon completion and acceptance by the City of the
work and construction required by this contract. After completion of the improvements, a
representative of the contractor, and a representative of the Developer's engineer will make a final
inspection of the work with the City Engineer. Before the City accepts the improvements, the City
Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved
plans and specifications and the Developer and his engineer shall submit a written statement to the
City Engineer certifying that the project has been completed in accordance with the approved plans
and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of
the public improvements shall be by City Council resolution.
11. Claims. In the event that the City receives claims from laborers, materialmen, or
others that work required by this Contract has been performed, the sums due them have not been paid,
and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted
with the City, and if the claims are not resolved at least ninety (90) days before the security required
by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon
the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with
the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from
any further proceedings as it pertains to the letters of credit deposited with the District Court, except
that the Court shall retain jurisdiction to determine attorneys' fees.
12. Park Dedication. The Developer shall pay full park dedication fees in conjunction
with the installation of the plat improvements. The park dedication fees shall be the current amount
in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council
resolutions.
13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless
otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The
minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled
and burlapped. The trees may not be planted in the boulevard (area between curb and property line).
In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the
Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a
minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas
of the lot. If these improvements are not in place at the time a certificate of occupancy is requested,
a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City.
These conditions must then be complied with within two (2) months after the certificate of occupancy
issued, except that if the certificate of occupancy is issued between October 1 through May 1 these
conditions must be complied with by the following July 1st. Upon expiration of the time period,
inspections will be conducted by City staff to verify satisfactory completion of all conditions. City
576
GC-4
staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the
escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be
returned. If the requirements are not satisfied, the City may use the security to satisfy the
requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant
to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances.
These requirements supplement, but do not replace, specific landscaping conditions that may have
been required by the City Council for project approval.
14. Warranty. The Developer warrants all improvements required to be constructed by
it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit
either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit
for twenty-five percent (25%) of the amount of the original cost of the improvements.
A. The required warranty period for materials and workmanship for the utility contractor
installing public sewer and water mains shall be two (2) years from the date of final written City
acceptance of the work.
B. The required warranty period for all work relating to street construction, including
concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2)
years from the date of final written acceptance.
C. The required warranty period for sod, trees, and landscaping is one full growing
season following acceptance by the City.
15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage,
Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for
review and approval by the City Engineer. Each plan shall assure that drainage is maintained away
from buildings and that tree removal is consistent with development plans and City Ordinance.
16. Existing Assessments. Any existing assessments against the plat will be re-spread
against the plat in accordance with City standards.
17. Hook-up Charges. . At the time of final plat approval the Developer shall pay
30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot
in the plat in the amount specified in Special Provision, Paragraph 8, of this Development
Contract. The balance of the hook-up charges is collected at the time building permits are issued
are based on 70% of the rates then in effect, unless a written request is made to assess the costs
over a four year term at the rates in effect at time of application.
18. Public Street Lighting. The Developer shall have installed and pay for public street
lights in accordance with City standards. The public street lights shall be accepted for City ownership
and maintenance at the same time that the public street is accepted for ownership and maintenance.
A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City
signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in
577
GC-5
the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street
light for twenty (20) months.
19. Signage. All street signs, traffic signs, and wetland monumentation required by the
City as a part of the plat shall be furnished and installed by the City at the sole expense of the
Developer.
20. House Pads. The Developer shall promptly furnish the City "as-built" plans
indicating the amount, type and limits of fill on any house pad location.
21. Responsibility for Costs.
A. The Developer shall pay an administrative fee in conjunction with the installation
of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such
as review of construction documents, preparation of the Development Contract, monitoring
construction progress, processing pay requests, processing security reductions, and final acceptance
of improvements. This fee does not cover the City's cost for construction inspections. The fee shall
be calculated as follows:
i) if the cost of the construction of public improvements is less than $500,000,
three percent (3%) of construction costs;
ii) if the cost of the construction of public improvements is between $500,000 and
$1,000,000, three percent (3%) of construction costs for the first $500,000 and
two percent (2%) of construction costs over $500,000;
iii) if the cost of the construction of public improvements is over $1,000,000, two
and one-half percent (2½%) of construction costs for the first $1,000,000 and
one and one-half percent (1½%) of construction costs over $1,000,000.
Before the City signs the final plat, the Developer shall deposit with the City a fee based upon
construction estimates. After construction is completed, the final fee shall be determined based upon
actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special
Provisions.
B. In addition to the administrative fee, the Developer shall reimburse the City for all
costs incurred by the City for providing construction and erosion and sediment control inspections.
This cost will be periodically billed directly to the Developer based on the actual progress of the
construction. Payment shall be due in accordance with Article 21E of this Agreement.
C. The Developer shall hold the City and its officers and employees harmless from
claims made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers and employees
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims,
including attorneys' fees.
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GC-6
D. In addition to the administrative fee, the Developer shall reimburse the City for
costs incurred in the enforcement of this Contract, including engineering and attorneys' fees.
E. The Developer shall pay in full all bills submitted to it by the City for obligations
incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all plat development work and construction, including but not limited to the issuance
of building permits for lots which the Developer may or may not have sold, until the bills are paid in
full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year.
F. In addition to the charges and special assessments referred to herein, other charges
and special assessments may be imposed such as, but not limited to, sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit fees.
G. Private Utilities. The Developer shall have installed and pay for the installation of
electrical, natural gas, telephone, and cable television service in conjunction with the overall
development improvements. These services shall be provided in accordance with each of the
respective franchise agreements held with the City.
H. The developer shall pay the City a fee established by City Council resolution,
to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting
the plat and record drawings into an electronic format. Record drawings must be submitted within
four months of final acceptance of public utilities. All digital information submitted to the City shall
be in the Carver County Coordinate system.
22. Developer's Default. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a license
for the City to act, and it shall not be necessary for the City to seek a Court order for permission to
enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
23. Miscellaneous.
A. Construction Trailers. Placement of on-site construction trailers and temporary job
site offices shall be approved by the City Engineer as a part of the pre-construction meeting for
installation of public improvements. Trailers shall be removed from the subject property within thirty
(30) days following the acceptance of the public improvements unless otherwise approved by the City
Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal
service in accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this
Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City
579
GC-7
shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this
Contract or for allowing deviations from it.
D. Breach of Contract. Breach of the terms of this Contract by the Developer shall
be grounds for denial of building permits, including lots sold to third parties. The City may also issue
a stop work order halting all plat development until the breach has been cured and the City has
received satisfactory assurance that the breach will not reoccur.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Building Permits. Building permits will not be issued in the plat until sanitary
sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the
streets needed for access have been paved with a bituminous surface and the site graded and
revegetated in accordance with Plan B of the development plans.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a
waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council. The City's
failure to promptly take legal action to enforce this Contract shall not be a waiver or release.
H. Release. This Contract shall run with the land and may be recorded against the
title to the property . After the Developer has completed the work required of it under this Contract,
at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the
issuance of such a certificate, individual lot owners may make as written request for a certificate
applicable to an individual lot allowing a minimum of ten (10) days for processing.
I. Insurance. Developer shall take out and maintain until six (6) months after the City
has accepted the public improvements, public liability and property damage insurance covering
personal injury, including death, and claims for property damage which may arise out of Developer's
work or the work of its subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for
each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a
combination single limit policy of $1,000,000 or more. The City shall be named as an additional
insured on the policy, and the Developer shall file with the City a certificate evidencing coverage
prior to the City signing the plat. The certificate shall provide that the City must be given ten (10)
days advance written notice of the cancellation of the insurance. The certificate may not contain any
disclaimer for failure to give the required notice.
J. Remedies. Each right, power or remedy herein conferred upon the City is
cumulative and in addition to every other right, power or remedy, expressed or implied, now or
hereafter arising, available to City, at law or in equity, or under any other agreement, and each and
every right, power and remedy herein set forth or otherwise so existing may be exercised from time
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to time as often and in such order as may be deemed expedient by the City and shall not be a waiver
of the right to exercise at any time thereafter any other right, power or remedy.
K. Assignability. The Developer may not assign this Contract without the written
permission of the City Council. The Developer's obligation hereunder shall continue in full force and
effect even if the Developer sells one or more lots, the entire plat, or any part of it.
L. Construction Hours. Construction hours, including pick-up and deliveries of
material and equipment and the operation of any internal combustion engine, may only occur
from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such
activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors,
agents and supplies to comply with these requirements and the Contractor is responsible for their
failure to do so. Under emergency conditions, this limitation may be waived by the written consent
of the City Engineer. If construction occurs outside of the permitted construction hours,
the Contractor shall pay the following administrative penalties:
First violation $ 500.00
Second violation $ 1,000.00
Third & subsequent violations All site development and construction must
cease for seven (7) calendar days
M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and
similar devices is prohibited in conjunction with the construction of homes, buildings, and the
improvements required under this contract. The administrative penalty for violation of construction
hours shall also apply to violation of the provisions in this paragraph.
N. Access. All access to the plat prior to the City accepting the roadway
improvements shall be the responsibility of the Developer regardless if the City has issued building
permits or occupancy permits for lots within the plat.
O. Street Maintenance. The Developer shall be responsible for all street maintenance
until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer
when hazards develop in streets to prevent the public from traveling on same and directing attention
to detours. If streets become impassable, the City may order that such streets shall be barricaded and
closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage.
The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance
of the streets. The City shall have complete discretion to approve or reject the request. The City shall
not be responsible for reshaping or damage to the street base or utilities because of snow plowing
operations. The provision of City snow plowing service does not constitute final acceptance of the
streets by the City.
P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and
maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales)
within the plat and the adjacent off-site storm sewer system that receives storm water from the plat.
The Developer shall follow all instructions it receives from the City concerning the cleaning and
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maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end
two (2) years after the public street and storm drainage improvements in the plat have been accepted
by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special
provisions of this contract, will be held by the City for the duration of the 2-year maintenance period.
Q. Soil Treatment Systems. If soil treatment systems are required, the Developer
shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the platting process for each lot. This shall be
done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render
them as unacceptable and replacement sites will need to be located for each violated site in order to
obtain a building permit.
R. Variances. By approving the plat, the Developer represents that all lots in the plat
are buildable without the need for variances from the City's ordinances.
S. Compliance with Laws, Ordinances, and Regulations. In the development of the
plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District(s);
5. Metropolitan Government, its agencies, departments and commissions.
T. Proof of Title. Upon request, the Developer shall furnish the City with evidence
satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to
enter into this Development Contract.
U. Soil Conditions. The Developer acknowledges that the City makes no
representations or warranties as to the condition of the soils on the property or its fitness for
construction of the improvements or any other purpose for which the Developer may make use of
such property. The Developer further agrees that it will indemnify, defend, and hold harmless the
City, its governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or
pollutants were caused to be there by the City.
V. Soil Correction. The Developer shall be responsible for soil correction work on
the property. The City makes no representation to the Developer concerning the nature of suitability
of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have
no fill material a soils report from a qualified soils engineer is not required unless the City's building
inspection department determines from observation that there may be a soils problem. On lots with
fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report
from a qualified soils engineer shall be provided before the City issues a building permit for the lot.
On lots with fill material that have been custom graded, a satisfactory soils report from a qualified
soils engineer shall be provided before the City inspects the foundation for a building on the lot.
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W. Haul Routes. The Developer, the Developer’s contractors or subcontractors
must submit proposed haul routes for the import or export of soil, construction material,
construction equipment or construction debris, or any other purpose. All haul routes must be
approved by the City Engineer
X. Development Signs. The Developer shall post a six foot by eight foot
development sign in accordance with City Detail Plate No. 5313 at each entrance to the project.
The sign shall be in place before construction of the required improvements commences and shall
be removed when the required improvements are completed, except for the final lift of asphalt on
streets. The signs shall contain the following information: project name, name of developer,
developer’s telephone number and designated contact person, allowed construction hours.
Y. Construction Plans. Upon final plat approval, the developer shall provide the
City with two complete sets of full-size construction plans and four sets of 11”x17” reduced
construction plan sets and three sets of specifications. Within four months after the completion of
the utility improvements and base course pavement and before the security is released, the Developer
shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2)
two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets,
(4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all
utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in
both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital
file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities
installed, including the per lineal foot bid price. The Developer is required to submit the final plat in
electronic format.
Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to
the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and
dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before
the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive
to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and
the as-built escrow withheld until all work is complete.
Rev. 9/30/2021
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