CAS-07_THE ARBORS SECOND ADDITION FINAL PLATCITY OF CHANHASSEN
Chanhassen is a Community for Life- Providing forToday and PlanningforTomorrow
March 27, 2018
Peter and DeAnna Brandt
7570 Dogwood Road
Excelsior, MN 55331
Re: Final Plat — The Arbors Second Addition
Planning Case #2018-07 (#2007-02)
Dear Peter and DeAnna Brandt:
This letter is to confirm that on March 26, 2018, the Chanhassen City Council approved the
following:
Final Plat for three lots subject to the conditions of approval;
Development Contract for The Arbors Second Addition;
Plans and Specifications for The Arbors Second Addition with a variance for a street
grade in excess of seven percent;
Conditions of Final Plat Approval:
The house designs, locations and driveway configurations for Lots 2 and 3, Block 1, must be
revised to maintain the required wetland setback. Wetland buffer is missing or not noted on
several sheets. Wetland buffer is incorrect; it must be 50 feet, not 20 feet. Setbacks cannot be
confirmed until buffers are accurate.
2. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a
condition of approval for The Arbors Second Addition. The park fees for two new lots are
$11,600.00.
3. Fire Marshal's Conditions:
a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees,
shrubs, bushes, Xcel Energy, CenturyLink, cable TV and transformer boxes. This is to
ensure that fire hydrants can be quickly located and safely operated by firefighters.
Pursuant to Chanhassen City Ordinance #9-1.
b. Fire apparatus access roads and water supply for fire protection is required to be installed.
Such protection shall be installed and made serviceable prior to and during the time of
construction except when approved alternate methods of protection are provided.
PH 952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
Peter and DeAnna Brandt
The Arbors Second Addition
March 27, 2018
Page 2
c. Temporary street signs shall be installed at street intersections once construction of the
new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section
501.4.
d. Fire apparatus access roads shall be designed and maintained to support the imposed load
of fire apparatus and shall be serviced so as to provide all-weather driving capabilities.
Pursuant to Minnesota State Fire Code Section 503.2.3.
e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
f. The cul-de-sac shall be 90 feet in width.
4. Building official Conditions:
a. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
b. Demolition permits must be obtained prior to demolishing any structures on the site.
c. Existing wells and on -site sewage treatment systems on the site must be abandoned in
accordance with State Law and City Code.
d. As part of the approval, the city will be changing the name of Dogwood Road adjacent to
these lots to Crimson Bay Road when the road connects.
e. Retaining walls more than four feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
f. Separate sewer and water services must be provided each lot.
5. City Forester's Conditions:
a. Tree preservation fence shall be installed at the edge of the grading limits prior to any
construction. Fencing shall be in place and maintained until all construction is completed.
b. Any trees removed in excess of proposed tree preservation plans, dated 03/08/2018, will
be replaced at a ratio of 2:1 diameter inches.
c. A minimum of 13 trees shall be planted in the second addition as shown in the Tree
Preservation Plan dated 03/08/2018. The trees must be overstory and a minimum size of
2.5-inch d.b.h and shall require an encroachment agreement if planted in a drainage and
utility easement.
6. City Engineer's Conditions:
a. In order to meet the 10% maximum allowable driveway grade on Lots 1 through 3, Block
1, the builder may have to put steps in the garage to accommodate the grade change.
b. Watermain must be minimum 18 inches above or below the sanitary sewer.
_A
A
Peter and DeAnna Brandt
The Arbors Second Addition
March 27, 2018
Page 3
c. Access for Lots 2 and 3, Block 3 will be addressed and constructed when those lots are
final platted.
d. Coordinate change from Block 3 on the original plat to Block 1 on the 2nd Addition plat.
e. Gravity PVC sanitary service laterals shall be extended from the existing wye locations to
a location behind the curb in the west right-of-way with a cleanout meeting City Plate
#5234 to facilitate maintenance of the pipe. The forced piping shall tie in to the end of the
gravity lateral piping.
f. A tracer wire shall be included with the HDPE piping for the private grinder pump
systems. The tracer wire should come to the surface at the curb box and cleanout
locations.
g. The property owners shall be responsible to own and maintain the forced portion of the
sanitary discharge piping, the curb stop and curb box, and the cleanout. The city will own
the wye and the sanitary piping under the street up to the cleanout.
It. The developer is responsible for engineering the installed size of the forced portion of the
piping needed for standard manufactured and engineered grinder pump systems to be
installed in the homes.
i. The 8-inch water main shall be extended with the street and be stubbed out beyond the
end of the temporary cul-de-sac. The existing hydrant shall be removed and re -installed at
the end of the extension. The water service for Lot 3 should be relocated and resized. The
existing service should be removed and the corporation should be replaced in the main
with a tapered plug.
j. A 4-inch PVC C900 force main shall be installed under the street for a future lift station
to the south. The pipe should tie into the existing sanitary manhole (#19-045) with a
booted connection.
k. The plan shall include a profile view for the utilities.
1. Adjust the street grade to 8%.
in. Adjust alignment of the south end of the street section within the right-of-way to be offset
with 10 feet behind the curb on the east side of the street and 20 feet behind the curb on
the west side of the street. This is due to the width and alignment of the existing right-of-
way platted to the south. The city is negotiating with the Arboretum to acquire additional
right-of-way in order to connect Crimson Bay Road.
n. Install bituminous curbing at the south end of the street to force the storm water into the
catch basins.
o. Increase depth of CBMH1 to increase grade between CBI and CBMHL This will
decrease grade downstream to the existing MH and provide for a more consistent
velocity.
Peter and DeAnna Brandt
The Arbors Second Addition
March 27, 2018
Page 4
p. If a retaining wall system is shared between the lots a maintenance agreement will need
to be agreed upon and recorded with the lot survey and prior to submitting for building
permits.
q. An escrow amount of $10,000 shall be allocated as part of the required securities
collected to compensate for the removal of the temporary cul-de-sac per Section 18-57(t)
of the Chanhassen City Code.
7. Water Resource Coordinator's Conditions:
a. The applicant shall classify Wetland 2 using the results from the Minnesota Routine
Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0). An
electronic version of the completed MnRAM evaluation shall be submitted to and
approved by the city to establish the classification of Wetland 2 so the appropriate
wetland buffer and setback requirements can be determined.
b. A wetland buffer 50 feet in width and a 50-foot setback from the wetland buffer must be
maintained around Wetland 1. Wetland buffer areas shall be preserved, surveyed and
staked in accordance with the city's wetland ordinance. The applicant must install
wetland buffer edge signs, under the direction of city staff, before construction begins
and must pay the city $20 per sign.
c. A NPDES Phase II Construction Site Storm Water Permit will be required from the
Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution
Prevention Plan (SWPPP) will be required in conjunction with this application. The
SWPPP shall be provided to the city so it can be reviewed by the Carver Soil and Water
Conservation District prior to the preconstruction meeting for the project.
d. It shall be noted on the SWPPP that all areas that will not be permanently stabilized
within the timeframe required by the NPDES permit shall be temporary mulched and
seeded. A note shall be included in the dewatering section of the SWPPP that states: "If
construction of the proposed temporary/permanent sediment pond is not completed prior
to dewatering, the city's on -site construction observer must approve proposed dewatering
methods prior to beginning dewatering."
e. The plans shall be revised to incorporate Chanhassen's standard details for erosion and
sediment control, including 5302A and 5302D. Proposed erosion and sediment controls
for individual lots shall include perimeter controls (silt fence), rock driveways, street
sweeping, inlet control and temporary mulch after final grade and prior to issuing the
Certificate of Occupancy.
f. The applicant shall provide erosion and sediment control along the south and east
property lines to prevent discharge of sediment onto adjacent properties.
g. All silt fence that is not laid parallel to the contours shall have J-Hooks installed every
50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting.
Peter and DeAnna Brandt
The Arbors Second Addition
March 27, 2018
Page 5
h. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF
could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent
erosion control blanket). A typical detail shall be included in the plan. The overland route
from the EOF to Lake Minnewashta shall be shown on the plans and shall be encumbered
by a drainage and utility easement.
i. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year
round, according to the following table of slopes and time frames:
Type of Slope Time (Maximum time an area can
Steeper than 3:1 7 days remain open when the area
10:1 to 3:1 14 days is not actively being worked.)
Flatter than 10:1 21 days
These areas include constructed storm water management pond side slopes, and any
exposed soil areas with a positive slope to a storm water conveyance system, such as a
curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other
natural or man-made systems that discharge to a surface water.
j. Inlet protection may be needed prior to installation of the castings for the curbside catch
basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over
the manhole with a steel plate holding the fabric in place.
k. The plans shall be revised to show a rock construction entrance (minimum 75 feet in
length) wherever construction traffic will access the site. The rock construction entrance
shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street
cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
At this time, the estimated total SWMP fee, due payable to the city at the time of final
plat recording, is $16,972.80.
m. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources
(for dewatering)) and comply with their conditions of approval.
n. OHW contour must be on plan.
o. 100-year flood elevation is 945.9, not 945 and contour must be identified on plan. Please
correct.
p. 75-foot shoreland building setback must be shown on plan.
q. Show location of stockpiles. All stockpiles shall be covered/stabilized at the end of each
day.
Peter and DeAnna Brandt
The Arbors Second Addition
March 27, 2018
Page 6
8. The developer shall provide in both their sales material and within the association covenants
full disclosure about the Minnesota Landscape Arboretum location, use of electric fence,
research operations, and agricultural operations including the spraying of trees.
Two signed mylar copies of the final plat shall be submitted to our office for signatures. One
1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale paper reductions of the final
plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and
block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in
.tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A
recent copy of the title commitment shall be provided. Electronic copies of the drainage model
shall be provided.
A $187,813.29 letter of credit or escrow for the developer -installed improvements, the
$72,599.25 cash administration fee and the fully -executed development contract (Developer
Installed Improvements) must be submitted prior to scheduling a pre -construction meeting.
All current year taxes must be paid in full and any delinquent property taxes or green acres tax.
Once everything is submitted, please contact George Bender, Assistant City Engineer, at 952-
227-1164 or by email at gbenderna,ci.chanhassen.mn.us to coordinate the preconstruction
meeting.
If you have any questions or need additional information, please contact me at (952) 227-1131 or
beenerousAci.chanhassen.mn.us.
Sin ,
Robert Generous, AICP
Senior Planner
ec: Kate Aanenson, AICP, Community Development Director
George Bender, Assistant City Engineer
Todd Gerhardt, City Manager
Todd Hoffman, Parks & Recreation Director
Jill Sinclair, Environmental Resource Specialist
Vanessa Strong, Water Resource Coordinator
Paul Otto, Otto and Associates
Enclosure
`c@5`cfs5 shared data plan\,2007 planning casest07-02 the afiors\second add final plat approval lener.docx
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
THE ARBORS SECOND ADDITION
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
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...........................................................................................
SP4
GENERAL CONDITIONS
1.
RIGHT TO PROCEED.................................................................................................GC-I
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.
LOTPLANS.................................................................................................................GC-4
16.
EXISTING ASSESSMENTS.......................................................................................GC-4
17.
HOOK-UP CHARGES.................................................................................................GC-4
18.
PUBLIC STREET LIGHTING.....................................................................................GC-4
19.
SIGNAGE.....................................................................................................................GC-4
20.
HOUSE PADS..............................................................................................................GC-4
21.
RESPONSIBILITY FOR COSTS................................................................................GC-5
22.
DEVELOPER'S DEFAULT.........................................................................................GC-6
23.
MISCELLANEOUS
A. Construction Trailers........................................................................................GC-6
B. Postal Service....................................................................................................GC-6
C. Third Parties......................................................................................................GC-6
D. Breach of Contract............................................................................................GC-6
E. Severability .......................................................................................................GC-6
F. Building Permits...............................................................................................GC-7
G. Waivers/Amendments.......................................................................................GC-7
i
H.
Release..............................................................................................................GC-7
I.
Insurance ...........................................................................................................
GC-7
J.
Remedies...........................................................................................................GC-7
K.
Assignability .....................................................................................................GC-7
L.
Construction Hours...........................................................................................GC-7
M.
Noise Amplification..........................................................................................GC-8
N.
Access...............................................................................................................GC-8
O.
Street Maintenance............................................................................................GC-8
P.
Storm Sewer Maintenance ................................................................................GC-8
Q.
Soil Treatment Systems....................................................................................GC-8
R.
Variances...........................................................................................................GC-8
S.
Compliance with Laws, Ordinances, and Regulations.....................................GC-8
T.
Proof of Title.....................................................................................................GC-9
U.
Soil Conditions..................................................................................................GC-9
V.
Soil Correction..................................................................................................GC-9
W.
Haul Routes............................................................................................................GC-9
X.
Development Signs................................................................................................GC-9
Y.
Construction Plans.................................................................................................GC-9
Z.
As -Built Lot Surveys...........................................................................................GC-10
ii
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
THE ARBORS SECOND ADDITION
AGREEMENT dated March 26, 2018 by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and, Peter and Deanna Brandt, Husband and Wife (the
"Developer").
1. Request for Plat Approval. The Developer has asked the City to approve a plat for
THE ARBORS SECOND ADDITION (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 received February 16, 2018, prepared by OTTO ASSOCIATES.
Plan B: Grading, Drainage and Erosion Control Plan dated February 16, 2018, prepared by
OTTO ASSOCIATES.
Plan C: Plans and Specifications for Improvements dated February 16, 2018, prepared by
OTTO ASSOCIATES.
Plan D: Landscape Plan dated February 16, 2018, prepared by OTTO ASSOCIATES.
SP-1
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, 2018. 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 firmish the City with a letter of credit in the form attached hereto,
from a bank acceptable to the City, or cash escrow ("security") for $176,813.29. The amount of the
security was calculated as 110% of the following:
Site Grading/Erosion Control/Restoration $18,485.00
Sanitary Sewer and Forcemain $18,030.00
Watermain $14,650.00
Storm Sewer, Drainage System, including cleaning and maintenance $11,600.00
Streets $81,950.00
Sub -total, Construction Costs $144,715.00
Signs $ 3,000.00
Landscaping (2% of construction costs) $ 2,894.30
Engineering, surveying, and inspection (7% of construction costs) $10,130.05
Escrow for removal of the temporary cul-de-sac, signs, and restoration $10,000.00
Sub -total, Other Costs $26,024.35
TOTAL COST OF PUBLIC IWROVEMENTS $170,739.35
SECURITY AMOUNT 110% of 160,739.35) $187,813.29
SP-2
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
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 comers 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:
Peter and Deanna Brandt
7570 Dogwood Road
Excelsior, MN 55331-8053
Phone: 952-470-0076
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. SECURITIES AND FEES
An $197,813.29 letter of credit or escrow for the developer -installed improvements, the $72,599.25
cash administration fee and the fully -executed development contract shall be submitted prior to
scheduling a pre -construction meeting. The cash fees were calculated as follows:
Administration fee (3% of $144,715.00)
$
4,341.45
GIS fee: $25 (plat) + (2 parcels x $10/parcel)
$
45.00
Surface Water Management (SWMP) fee
$
16,972.80
Park Dedication Fee
$
11,600.00
Partial sewer hookup fee (2 units x $691/unit)
$
1,382.00
Partial water hookup fee (2 units x $2,233/unit)
$
4,466.00
Sewer and Water Lateral Connection Fee:
Sanitary Sewer Lateral Charge (2 units x $7,710/unit)
$
15,420.00
Water Lateral Charge (2 units x $9186/unit)
$
18,372.00
Total cash fee
$
72,599.25
SP-3
B. CITY CONDITIONS OF APPROVAL
1. The house designs, locations and driveway configurations for Lots 2 and 3, Block 1, must
be revised to maintain the required wetland setback. Wetland buffer is missing or not
noted on several sheets. Wetland buffer is incorrect; it must be 50 feet, not 20 feet.
Setbacks cannot be confirmed until buffers are accurate.
2. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as
a condition of approval for The Arbors Second Addition. The park fees for two new lots
are $11,600.00.
3. Fire Marshal's Conditions:
a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps,
trees, shrubs, bushes, Xcel Energy, CenturyLink, cable TV and transformer boxes.
This is to ensure that fire hydrants can be quickly located and safely operated by
firefighters. Pursuant to Chanhassen City Ordinance #9-1.
b. Fire apparatus access roads and water supply for fire protection is required to be
installed. Such protection shall be installed and made serviceable prior to and during
the time of construction except when approved alternate methods of protection are
provided.
c. Temporary street signs shall be installed at street intersections once construction of
the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code
Section 501.4.
d. Fire apparatus access roads shall be designed and maintained to support the imposed
load of fire apparatus and shall be serviced so as to provide all-weather driving
capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3.
e. No burning permits shall be issued for trees to be removed. Trees and shrubs must
either be removed from site or chipped.
f. The cul-de-sac shall be 90 feet in width.
4. Building Official Conditions:
a. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
b. Demolition permits must be obtained prior to demolishing any structures on the site.
c. Existing wells and on -site sewage treatment systems on the site must be abandoned in
accordance with State Law and City Code.
d. As part of the approval, the city will be changing the name of Dogwood Road adjacent to
these lots to Crimson Bay Road when the road connects.
SP-4
e. Retaining walls more than four feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
f. Separate sewer and water services must be provided each lot.
5. City Forester's Conditions:
a. Tree preservation fence shall be installed at the edge of the grading limits prior to any
construction. Fencing shall be in place and maintained until all construction is completed.
b. Any trees removed in excess of proposed tree preservation plans, dated 03/08/2018, will
be replaced at a ratio of 2:1 diameter inches.
c. A minimum of 13 trees shall be planted in the second addition as shown in the Tree
Preservation Plan dated 03/08/2018. The trees must be overstory and a minimum size of
2.5-inch d.b.h and shall require an encroachment agreement if planted in a drainage and
utility easement.
6. City Engineer's Conditions:
a. In order to meet the 10% maximum allowable driveway grade on Lots 1 through 3, Block
1, the builder may have to put steps in the garage to accommodate the grade change.
b. Watermain must be minimum 18 inches above or below the sanitary sewer.
c. Access for Lots 2 and 3, Block 3 will be addressed and constructed when those lots are
final platted.
d. Coordinate change from Block 3 on the original plat to Block 1 on the 2nd Addition plat.
e. Gravity PVC sanitary service laterals shall be extended from the existing wye locations to
a location behind the curb in the west right-of-way with a cleanout meeting City Plate
#5234 to facilitate maintenance of the pipe. The forced piping shall tic in to the end of the
gravity lateral piping.
f. A tracer wire shall be included with the HDPE piping for the private grinder pump
systems. The tracer wire should come to the surface at the curb box and cleanout
locations.
g. The property owners shall be responsible to own and maintain the forced portion of the
sanitary discharge piping, the curb stop and curb box, and the cleanout. The city will own
the wye and the sanitary piping under the street up to the cleanout.
It. The developer is responsible for engineering the installed size of the forced portion of the
piping needed for standard manufactured and engineered grinder pump systems to be
installed in the homes.
SP-5
i. The 8-inch water main shall be extended with the street and be stubbed out beyond the
end of the temporary cul-de-sac. The existing hydrant shall be removed and re -installed at
the end of the extension. The water service for Lot 3 should be relocated and resized. The
existing service should be removed and the corporation should be replaced in the main
with a tapered plug.
j. A 4-inch PVC C900 force main shall be installed under the street for a future lift station
to the south. The pipe should tie into the existing sanitary manhole (#19-045) with a
booted connection.
k. The plan shall include a profile view for the utilities.
1. Adjust the street grade to 8%.
in. Adjust alignment of the south end of the street section within the right-of-way to be offset
with 10 feet behind the curb on the east side of the street and 20 feet behind the curb on
the west side of the street. This is due to the width and alignment of the existing right-of-
way platted to the south. The city is negotiating with the Arboretum to acquire additional
right-of-way in order to connect Crimson Bay Road.
n. Install bituminous curbing at the south end of the street to force the storm water into the
catch basins.
o. Increase depth of CBMH1 to increase grade between CBI and CBMHL This will
decrease grade downstream to the existing MH and provide for a more consistent
velocity.
p. If a retaining wall system is shared between the lots a maintenance agreement will need
to be agreed upon and recorded with the lot survey and prior to submitting for building
permits.
q. An escrow amount of $10,000 shall be allocated as part of the required securities
collected to compensate for the removal of the temporary cul-de-sac per Section 18-57(t)
of the Chanhassen City Code.
7. Water Resources Coordinator's Conditions:
a. The applicant shall classify Wetland 2 using the results from the Minnesota Routine
Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0). An
electronic version of the completed MnRAM evaluation shall be submitted to and
approved by the city to establish the classification of Wetland 2 so the appropriate
wetland buffer and setback requirements can be determined.
b. A wetland buffer 50 feet in width and a 50-foot setback from the wetland buffer must be
maintained around Wetland 1. Wetland buffer areas shall be preserved, surveyed and
staked in accordance with the city's wetland ordinance. The applicant must install
.' .
wetland buffer edge signs, under the direction of city staff, before construction begins
and must pay the city $20 per sign.
c. A NPDES Phase II Construction Site Storm Water Permit will be required from the
Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution
Prevention Plan (SWPPP) will be required in conjunction with this application. The
SWPPP shall be provided to the city so it can be reviewed by the Carver Soil and Water
Conservation District prior to the preconstruction meeting for the project.
d. It shall be noted on the SWPPP that all areas that will not be permanently stabilized
within the timeframe required by the NPDES permit shall be temporary mulched and
seeded. A note shall be included in the dewatering section of the SWPPP that states: "If
construction of the proposed temporary/permanent sediment pond is not completed prior
to dewatering, the city's on -site construction observer must approve proposed dewatering
methods prior to beginning dewatering."
e. The plans shall be revised to incorporate Chanhassen's standard details for erosion and
sediment control, including 5302A and 5302D. Proposed erosion and sediment controls
for individual lots shall include perimeter controls (silt fence), rock driveways, street
sweeping, inlet control and temporary mulch after final grade and prior to issuing the
Certificate of Occupancy.
f. The applicant shall provide erosion and sediment control along the south and east
property lines to prevent discharge of sediment onto adjacent properties.
g. All silt fence that is not laid parallel to the contours shall have J-Hooks installed every
50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting.
h. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The EOF
could consist of riprap and geotextile fabric or a turf reinforcement mat (a permanent
erosion control blanket). A typical detail shall be included in the plan. The overland route
from the EOF to Lake Minnewashta shall be shown on the plans and shall be encumbered
by a drainage and utility easement.
i. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year
round, according to the following table of slopes and time frames:
Type of Slope Time (Maximum time an area can
Steeper than 3:1 7 days remain open when the area
10:1 to 3:1 14 days is not actively being worked.)
Flatter than 10:1 21 days
These areas include constructed storm water management pond side slopes, and any
exposed soil areas with a positive slope to a storm water conveyance system, such as a
curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other
natural or man made systems that discharge to a surface water.
SP-7
j. Inlet protection may be needed prior to installation of the castings for the curbside catch
basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over
the manhole with a steel plate holding the fabric in place.
k. The plans shall be revised to show a rock construction entrance (minimum 75 feet in
length) wherever construction traffic will access the site. The rock construction entrance
shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street
cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
1. At this time, the estimated total SWMP fee, due payable to the city at the time of final
plat recording, is $16,972.80.
m. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources
(for dewatering)) and comply with their conditions of approval.
n. OHW contour must be on plan.
o. 100-year flood elevation is 945.9, not 945 and contour must be identified on plan. Please
correct.
p. 75-foot shoreland building setback must be shown on plan.
q. Show location of stockpiles. All stockpiles shall be covered/stabilized at the end of each
day.
8. The developer shall provide in both their sales material and within the association covenants
full disclosure about the Minnesota Landscape Arboretum location, use of electric fence,
research operations, and agricultural operations including the spraying of trees.
9. General Conditions. The general conditions of this Contract are attached as Exhibit
"B" and incorporated herein.
SP-8
CITY OF CHANHASSEN
IMW
(SEAL)
Denny Laufenburger, Mayor
Todd Gerhardt, City Manager
Peter and Deanna Brandt:
MN
FW
STATE OF MINNESOTA)
(ss.
COUNTY OF CARVER )
Peter Brandt, Husband
Deanna Brandt, Wife
The foregoing instrument was acknowledged before me this day of
2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, 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
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
2018, by Peter Brandt and Deanna Brandt, Husband and Wife.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
LEGAL DESCRIPTION OF SUBJECT PROPERTY:
Lots 1, 2, and 3, Block 1
All in The Arbors Second Addition, Carver County, Minnesota
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.
K�IiLY11Y�7Y
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
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
IRREVOCABLE LETTER OF CREDrr
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 30,
2018.
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 30 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.
RIV
Its
CITY OF CHANHASSEN
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
EXHIBIT "B"
Lei DID 31 RA PEOUO 1
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 fiorn 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 pemutted 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
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
GC-1
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. § 505.02, Subd. 1.
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 ofthe 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 fumished to the City to guarantee compliance with City
Code § 7-22.
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.
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10. Acceptance and Ownership of Improvements. Upon completion and acceptance
by the City of the work and construction required by this Contract, the improvements lying within
public easements shall become City property. 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 (2'/2) 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 I these
conditions must be complied with by the following July 1 st. Upon expiration of the time period,
inspections will be conducted by City staff to verify satisfactory completion of all conditions. City
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.
GC-3
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 ail 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
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 finnished 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.
GC-4
a Soh
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 (31/6) 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 (2'h%) of construction costs for the fast $1,000.000 and
one and one-half percent (1'h%) 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 21 E 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.
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
frill. 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 ofupdating 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
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. Severabiliy. 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 Developers
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
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 am. 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:
7ORN
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
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:
GC-8
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 goveming 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.
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"xl7" 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 linelpaper as -built plans, (3) two complete sets of utility tie sheets,
GC-9
(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 Axf 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 L.ot 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 ofthe 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.
icr.MYAJ r.l
GC-10
TTO
SSOCIATEs
Engineers & Land Surveyors, Inc.
To: City of Chanhassen
Attn: Bob Generous
PO Box 147
Chanhassen, MN 55317
Transmittal
Date:
2/16/2018
Project:
THE ARBORS SECOND ADDITION
Location:
Chanhassen, Minnesota
Project No:
17-0442
We are sending to you: ❑ By Mail
® By Delivery ❑ Picked up by Client
No. of Copies: Sheet No.(s): Dated:
Description:
7
Construction Plans (full size)
1
Construction Plans (8.5x11)
7
Final Plat (full size)
1
Final Plat (8.5x11)
1
Final Plat Areas
1
Storm Sewer Design
1
Hardcover Calculations
1
CD (Digital Copy —TIFF Format)
❑ For your use ❑ For your information ❑ For your approval ® For your review ❑ Revised and resubmitted
❑ For your distribution ❑ As you requested
❑ For your processing ❑
Remarks:
CITY OF CHANHASSEN
RECEIVED
FEB 16 2018
CHANHAS%N PLANNING DEPT
CC: Peter and DeAnna Brandt
From: Paul E Otto, P.L.S., P.E.
paul(o)ottoassociates.com
9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com
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STORM SEWER DESIGN
Project: The Arbors 2nd Addition Year Storm: 10 Designed By: CSO
Job No: 17-0"2 Mannings "N": 0.013 Date: 2/14/18
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Storm Sewer Drainage Area Data
Project: THE ARBORS 2ND ADDITION 9 West Division St.
Designed By: CSO Buffalo, MN 55313
Job No:17.0442 Date:2/14/18 Qm
Engineers a Lend Surveyors, Inc.
CB
TOTAL
PAVED
GRASS
RUNOFF
LENGTH
SLOPE
TC
T.
O
NO.
ACRES
AREA
AREA
"C"
MIN
IN
CFS
CB 1
0.13
0.12
0.01
0.86
230' aved
0.07
5
8.376
0.93
CBMH 1
0.28
0.11
0.17
0.57
50' grass,
160' aved
0.20,
0.069
5
8.376
1,33
TC WAS COMPUTED USING TR-55 IN HYDROCAD
HARDCOVER CALCULATIONS
JOB: 17-0442
DATE: 2-8-18
PLAT AND ROAD AREA (SF) 1 128,360.12 2.9 ACRES
PROPOSED
PROPOSED ROAD
7374
SF
PROPOSED HOUSE SITES
11000
SF
EXISTING HOUSE
1959
SF
EXISTING BITUMINOUS
3139
SF
EXISTING CONCRETE
288
SF
EXISTING DECK/PORCH
940
SF
0
SF
0
SF
0
SF
0
SF
0
SF
TOTAL
24700
SF
%HARDCOVERI
19.2
%
NOTE: Impervious Surface is less than 20% over the site. Therefore, site is exempt from stormwater
management rules.
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THE ARBORS SECOND ADDITION
FINAL PLAT AREAS
JOB NO. 17-0442
2-lo-18
Otto Associates
9 W Division St
Buffalo, MN 55313
Parcel Area Report Client: ClientCompany
Project Name: S:\17\17-0401-17-0450\17-0442\17-0442 FINAL PLAT.dwg project Description:
Report Date: 2/16/2018 12:18:46 PM Prepared by: Tyler
Parcel Name
Square Feet
Acres
LOT I - BLOCK 1
33984.875
0.780
899.135
LOT 2 - BLOCK 1
30455.402
0.699
817.345
LOT 3 - BLOCK 1
26150.271
0.600
752.956
C17 Y of CHAN
RECENEN
FEB 16 2018
WAfI M PU MIING DEPT
CITY OF CHANHASSEN
Chanhassen is a Community for Life - Providing for Today and Planning forTomorrow
MEMORANDUM
TO: Jessica Archer, Building Official
George Bender, Assistant City Engineer
Steve Christopher, Minnehaha Creek Watershed District
Todd Hoffman, Park & Recreation Director
Don Nutter, Fire Marshal
Jennie Skancke, Department of Natural Resources
Jill Sinclair, Environmental Resources Coordinator
FROM: Bob Generous, Senior Planner
DATE: February 20, 2018
SUBJ: Arbors Second Addition
The final plat for Arbors Second Addition was submitted on Friday, February 16, 2018 and is
scheduled for City Council review and approval on March 26, 2018. Please review the
conditions in the preliminary plat letter of approval against the attached plans and confirm one of
the following for each:
• Condition has been met
• Condition has been modified
• Condition still applies
• Addition of new conditions based on review of final plat documents
Please respond to me no later than Friday, March 9, 2017. The electronic version of the attached
preliminary plat approval letter can be found at G:\PLAN\2007 Planning Cases\07-02 — The
Arbors\Second Add Final Plat.
The Chanhassen Planning Commission recommends that the City Council approve the
preliminary plat for the Arbors creating 22 lots, 3 outlots and public right -of --way, plans prepared by
Otto Associates, dated October 31, 2006, subject to the following conditions:
1. The house designs, locations and driveway configurations for Lots 1 and 2, Block 1, must be
revised to maintain the required wetland setback.
PH 952.227.1100 • www.ci.chanhassen.mn.us • t X 952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
The Arbors Second Addition Final Plat
February 20, 2018
Page 2 of 6
2. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a
condition of approval for The Arbors. The park fees shall be collected in full at the rate in force
upon final plat submission and approval.
3. Fire Marshal's Conditions:
a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees,
shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure
that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to
Chanhassen City Ordinance #9-1.
b. Fire apparatus access roads and water supply for fire protection is required to be installed.
Such protection shall be installed and made serviceable prior to and during the time of
construction except when approved alternate methods of protection are provided.
c. Temporary street signs shall be installed at street intersections once construction of the
new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section
501.4.
d. Fire apparatus access roads shall be designed and maintained to support the imposed load
of fire apparatus and shall be serviced so as to provide all-weather driving capabilities.
Pursuant to Minnesota State Fire Code Section 503.2.3.
e. Submit proposed cul-de-sac name to Chanhassen Building Official and Chanhassen Fire
Marshal for review and approval.
f. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. Building Official Conditions:
a. A final grading plan and soils report must be submitted to the Inspections Division before
building permits will be issued.
b. Demolition permits must be obtained prior to demolishing any structures on the site.
c. Existing wells and on -site sewage treatment systems on the site must be abandoned in
accordance with State Law and City Code.
d. The developer must submit a list of proposed street names for review and approval prior
to final plat of the property.
e. Retaining walls more than four feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
The Arbors Second Addition Final Plat
February 20, 2018
Page 3 of 6
f. Separate sewer and water services must be provided each lot.
5. City Forester's Conditions:
a. Tree preservation fence shall be installed at the edge of the grading limits prior to any
construction. Fencing shall be in place and maintained until all construction is
completed.
b. Any trees removed in excess of proposed tree preservation plans, dated 10/31/06, will be
replaced at a ratio of 2:1 diameter inches.
c. A minimum of two trees shall be planted on each lot.
d. Tree conservation easements on Lots 5, 8, and 9, Block 1 shall be enlarged beyond what
is shown on plans dated 10/31 /06.
e. Tree conservation easements shall be located on Lots 1-3, 5, 8-9, Block 1.
f. The applicant shall replace Colorado spruce shown on landscape plan with concolor fir or
Norway spruce.
6. City Engineer's Conditions:
a. In order to meet the 10% maximum allowable driveway grade on Lots 1 through 3, Block
1, the builder may have to put steps in the garage to accommodate the grade change.
b. The dead pool volume of the pond needs to be increased by 360 cubic feet to meet the
MPCA Phase II requirements.
c. The proposed 1036 foot contour on Lots 12 and 14, Block 1 must be shifted so that the
backyard grade is minimum 2%.
d. The proposed major contours must be a different line weight or type.
e. Based on the grading plan, the home on Lot 5, Block 1 will be a walkout, not a full
basement.
f. The top and bottom of wall elevations of the wall must be shown on the grading plan.
g. Preliminary plat approval shall be contingent upon the approval and construction of
Project 06-06.
h. Watermain must be minimum 18 inches above or below the sanitary sewer.
The Arbors Second Addition Final Plat
February 20, 2018
Page 4 of 6
i. Access for Lots 2 and 3, Block 3 will be addressed and constructed when those lots are
final platted.
j. An encroachment agreement is required for the gravel drive and turnaround within the
Dogwood Road right of way south of West 78a' Street.
7. Water Resources Coordinator's Conditions:
a. The applicant shall classify Wetland 2 using the results from the Minnesota Routine
Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0). An
electronic version of the completed MnRAM evaluation shall be submitted to and
approved by the city to establish the classification of Wetland 2 so the appropriate
wetland buffer and setback requirements can be determined.
b. A wetland buffer 50 in width and a 50 foot setback from the wetland buffer must be
maintained around Wetland 1. Wetland buffer areas shall be preserved, surveyed and
staked in accordance with the City's wetland ordinance. The applicant must install
wetland buffer edge signs, under the direction of City staff, before construction begins
and must pay the City $20 per sign. Wetland buffer and setback requirements for
Wetland 2 are contingent upon review and approval of the MnRAM for that wetland.
c. The proposed driveways and structures on Lots 1 and 2, Block 1 appear to be within the
wetland setback for Wetland 2. The applicant shall submit house plans that will meet the
required setbacks on Lots 1 and 2, Block 1.
d. The proposed conservation easement shall be revised to envelop Wetland 2 and the
required wetland buffer.
e. A NPDES Phase II Construction Site Storm Water Permit will be required from the
Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution
Prevention Plan (SWPPP) will be required in conjunction with this application. The
SWPPP shall be provided to the City so it can be reviewed by the Carver Soil and Water
Conservation District prior to the preconstruction meeting for the project.
£ The proposed storm water pond shall be constructed prior to disturbing upgradient areas
and used as a temporary sediment basin during mass grading. Diversion berms/ditches
may be needed to divert water to the pond and a temporary pond outlet shall be provided.
The outlet could be a temporary perforated standpipe and rock cone. The plans shall be
revised to include a detail for the temporary pond outlet.
g. It shall be noted on the SWPPP that all areas that will not be permanently stabilized
within the timeframe required by the NPDES permit shall be temporary mulched and
seeded. A note shall be included in the dewatering section of the SWPPP that states: "If
construction of the proposed temporary/permanent sediment pond is not completed prior
The Arbors Second Addition Final Plat
February 20, 2018
Page 5 of 6
to dewatering, the City's on -site construction observer must approve proposed
dewatering methods prior to beginning dewatering."
h. The plans shall be revised to incorporate Chanhassen's standard details for erosion and
sediment control, including 5302A and 5302D. Proposed erosion and sediment controls
for individual lots shall include perimeter controls (silt fence), rock driveways, street
sweeping, inlet control and temporary mulch after final grade and prior to issuing the
Certificate of Occupancy.
i. The applicant shall provide erosion and sediment control along the south and east
property lines to prevent discharge of sediment onto adjacent properties.
j. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50
-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting.
k. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of
the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The
discharge location for the outlet of the proposed pond shall be evaluated to ensure that
the proposed discharge will not cause erosion issues. Reinforced erosion control matting
may be required.
1.. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The
EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a
permanent erosion control blanket). A typical detail shall be included in the plan. The
overland route from the EOF to Lake Minnewashta shall be shown on the plans and shall
be encumbered by a drainage and utility easement.
m. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year
round, according to the following table of slopes and time frames:
Type of Slope Time
Steeper than 3:1 7 days
10:1 to 3:1 14 days
Flatter than 10:1 21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
n. These areas include constructed storm water management pond side slopes, and any
exposed soil areas with a positive slope to a storm water conveyance system, such as a
curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or
other natural or man made systems that discharge to a surface water.
o. Inlet protection may be needed prior to installation of the castings for the curbside catch
basins. In that case, all storm sewer inlets shall be protected by at least fabric draped
over the manhole with a steel plate holding the fabric in place.
' The Arbors Second Addition Final Plat
February 20, 2018
Page 6 of 6
p. The plans shall be revised to show a rock construction entrance (minimum 75 feet in
length) wherever construction traffic will access the site. The rock construction entrance
shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street
cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
q. At this time, the estimated total SWMP fee, due payable to the City at the time of final
plat recording, is $74,570.50.
r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources
(for dewatering)) and comply with their conditions of approval.
8. The developer shall provide in both their sales material and within the association covenants
full disclosure about the Minnesota Landscape Arboretum location, use of electric fence,
research operations, and agricultural operations including the spraying of trees.
9. The developer shall install signage on Lots 4 and 5, Block 2, and Outlots B and C warning of
the electrical fence on the Minnesota Landscape Arboretum property."
G:\PLAN\2007 Planning Cases\07-02 The Arbors\Second Add Final Plat\Memo to Staff Final Plat Conditions of
Approval
CITY OF CHANHASSEN
Chanhassen is a Community for Life - Providing for Today and Planning forTomorrow
latclM97f7\NIiJ1Jul
TO: Jessica Archer, Building Official
George Bender, Assistant City Engineer
Steve Christopher, Minnehaha Creek Watershed District
Todd Hoffman, Park & Recreation Director
Don Nutter, Fire Marshal
Jennie Skancke, Department of Natural Resources
Jill Sinclair, Environmental Resources Coordinator
FROM: Bob Generous, Senior Planner
DATE: February 20, 2018
SUBJ: Arbors Second Addition
The final plat for Arbors Second Addition was submitted on Friday, February 16, 2018 and is
scheduled for City Council review and approval on March 26, 2018. Please review the
conditions in the preliminary plat letter of approval against the attached plans and confirm one of
the following for each:
• Condition has been met
• Condition has been modified
• Condition still applies
• Addition of new conditions based on review of final plat documents
Please respond to me no later than Friday, March 9, 2017. The electronic version of the attached
preliminary plat approval letter can be found at G:\PLAN\2007 Planning Cases\07-02 — The
Arbors\Second Add Final Plat.
The Chanhassen Planning Commission recommends that the City Council approve the
preliminary plat for the Arbors creating 22 lots, 3 outlots and public right-of-way, plans prepared by
Otto Associates, dated October 31, 2006, subject to the following conditions:
1. The house designs, locations and driveway configurations for Lots 1 and 2, Block 1, must be
revised to maintain the required wetland setback.
PH952.227.1100• wwwAchanhassen.mn.us• FX952.227.1110
7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317
The Arbors Second Addition Final Plat
February 20, 2018
Page 2 of 6
2. Full park fees in lieu of parkland dedication and/or trail construction shall be collected as a
condition of approval for The Arbors. The park fees shall be collected in full at the rate in force
upon final plat submission and approval.
3. Fire Marshal's Conditions:
a. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees,
shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure
that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to
Chanhassen City Ordinance #9-1.
b. Fire apparatus access roads and water supply for fire protection is required to be installed.
Such protection shall be installed and made serviceable prior to and during the time of
construction except when approved alternate methods of protection are provided.
c. Temporary street signs shall be installed at street intersections once construction of the
new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section
501.4.
d. Fire apparatus access roads shall be designed and maintained to support the imposed load
of fire apparatus and shall be serviced so as to provide all-weather driving capabilities.
Pursuant to Minnesota State Fire Code Section 503.2.3.
e. Submit proposed cul-de-sac name to Chanhassen Building Official and Chanhassen Fire
Marshal for review and approval.
f. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. Building Official Conditions:
a. A final grading plan and soils report must be submitted to the Inspections Division before
building perni is will be issued.
b. Demolition permits must be obtained prior to demolishing any structures on the site.
c. Existing wells and on -site sewage treatment systems on the site must be abandoned in
accordance with State Law and City Code.
d. The developer must submit a list of proposed street names for review and approval prior
to final plat of the property.
e. Retaining walls more than four feet high must be designed by a professional engineer and
a building permit must be obtained prior to construction.
fO
S
The Arbors Second Addition Final Plat /
February 20, 2018 v
Page 3 of 6
f. Separate sewer and water services must be provided each lot.
5. City Forester's Conditions:
a. Tree preservation fence shall be installed at the edge of the grading limits prior to any
construction. Fencingg shah be in place and maintained until all construction is
completed. "U A P? i e S 3 I J
c.� �.►�.� � 0
b. Any trees removed in excess o proposed tree preservation plans, dated( 10/31/0 will be
replaced at a ratio of 2:1 diameter inches.
CC A minilnurrl of g io shall be planted on each . Olot.
�,�1� 1" V1til„W�tvxn 'T
d. Tree conservation easements on Lots 5, 8, and 9, Block
is shown on plaaqT17, date 10/31/ 6.
I
h
13+-c -s ShaL((,e Va�tJ 1- (`& ;
1 shall be enlarged beyond what Tit luLs!-
(sC IMxsE
Ot/t Ktan,
IOLKd a
e. Tree conservatipon easements shall be located on Lots 1-3, 5, 8-9, Block 1. {talvn. SIZe
COIA ,t{- 41 lA al Levi ►+ -1 -f- A f 2 g4l,
f. The applicant shall replace Colorado spruce shown on landscape plan with concolor fir or 4 StIf A
Norway nZA' M uS r _ � A��
6. City Engineer's Conditions:
a. In order to meet the 10% maximum allowable driveway grade on Lots 1 through 3, Block
1, the builder may have to put steps in the garage to accommodate the grade change.
b. The dead pool volume of the pond needs to be increased by 360 cubic feet to meet the
MPCA Phase II requirements.
c. The proposed 1036 foot contour on Lots 12 and 14, Block 1 must be shifted so that the
backyard grade is minimum 2%.
d. The proposed major contours must be a different line weight or type.
e. Based on the grading plan, the home on Lot 5, Block 1 will be a walkout, not a full
basement.
f. The top and bottom of wall elevations of the wall must be shown on the grading plan.
g. Preliminary plat approval shall be contingent upon the approval and construction of
Project 06-06.
h. Watermain must be minimum 18 inches above or below the sanitary sewer.
r�vlreay
euc►�u1
GCtM9t%'
DIV
The Arbors Second Addition Final Plat
February 20,2018
Page 4 of 6
i. Access for Lots 2 and 3, Block 3 will be addressed and constructed when those lots are
final platted.
j. An encroachment agreement is required for the gravel drive and turnaround within the
Dogwood Road right of way south of West 78d' Street.
7. Water Resources Coordinator's Conditions:
a. The applicant shall classify Wetland 2 using the results from the Minnesota Routine
Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0). An
electronic version of the completed MnRAM evaluation shall be submitted to and
approved by the city to establish the classification of Wetland 2 so the appropriate
wetland buffer and setback requirements can be determined.
In. A wetland buffer 50 in width and a 50 foot setback from the wetland buffer must be
maintained around Wetland 1. Wetland buffer areas shall be preserved, surveyed and
staked in accordance with the City's wetland ordinance. The applicant must install
wetland buffer edge signs, under the direction of City staff, before construction begins
and must pay the City $20 per sign. Wetland buffer and setback requirements for
Wetland 2 are contingent upon review and approval of the MnRAM for that wetland.
c. The proposed driveways and structures on Lots 1 and 2, Block 1 appear to be within the
wetland setback for Wetland 2. The applicant shall submit house plans that will meet the
required setbacks on Lots 1 and 2, Block 1.
d. The proposed conservation easement shall be revised to envelop Wetland 2 and the
required wetland buffer.
e. A NPDES Phase II Construction Site Storm Water Permit will be required from the
Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution
Prevention Plan (SWPPP) will be required in conjunction with this application. The
SWPPP shall be provided to the City so it can be reviewed by the Carver Soil and Water
Conservation District prior to the preconstruction meeting for the project.
£ The proposed storm water pond shall be constructed prior to disturbing upgradient areas
and used as a temporary sediment basin during mass grading. Diversion berms/ditches
may be needed to divert water to the pond and a temporary pond outlet shall be provided.
The outlet could be a temporary perforated standpipe and rock cone. The plans shall be
revised to include a detail for the temporary pond outlet.
g. It shall be noted on the SWPPP that all areas that will not be permanently stabilized
within the timeframe required by the NPDES permit shall be temporary mulched and
seeded. A note shall be included in the dewatering section of the SWPPP that states: "If
construction of the proposed temporary/permanent sediment pond is not completed prior
The Arbors Second Addition Final Plat
February 20, 2018
Page 5 of 6
to dewatering, the City's on -site construction observer must approve proposed
dewatering methods prior to beginning dewatering."
h. The plans shall be revised to incorporate Chanhassen's standard details for erosion and
sediment control, including 5302A and 5302D. Proposed erosion and sediment controls
for individual lots shall include perimeter controls (silt fence), rock driveways, street
sweeping, inlet control and temporary mulch after final grade and prior to issuing the
Certificate of occupancy.
i. The applicant shall provide erosion and sediment control along the south and east
property lines to prevent discharge of sediment onto adjacent properties.
j. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50
-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting.
k. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of
the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The
discharge location for the outlet of the proposed pond shall be evaluated to ensure that
the proposed discharge will not cause erosion issues. Reinforced erosion control matting
may be required.
1. A stable emergency overflow (EOF) for the stormwater pond shall be provided. The
EOF could consist of riprap and geotextile fabric or a turf reinforcement mat (a
permanent erosion control blanket). A typical detail shall be included in the plan. The
overland route from the EOF to Lake Minnewashta shall be shown on the plans and shall
be encumbered by a drainage and utility easement.
in. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All
exposed soil areas shall have temporary erosion protection or permanent cover year
round, according to the following table of slopes and time frames:
Type of Slone
Time
Steeper than 3:1
7 days
10:1 to 3:1
14 days
Flatter than 10:1
21 days
(Maximum time an area can
remain open when the area
is not actively being worked.)
n. These areas include constructed storm water management pond side slopes, and any
exposed soil areas with a positive slope to a storm water conveyance system, such as a
curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or
other natural or man made systems that discharge to a surface water.
o. Inlet protection may be needed prior to installation of the castings for the curbside catch
basins. In that case, all storm sewer inlets shall be protected by at least fabric draped
over the manhole with a steel plate holding the fabric in place.
The Arbors Second Addition Final Plat
February 20, 2018
Page 6of6
p. The plans shall be revised to show a rock construction entrance (minimum 75 feet in
length) wherever construction traffic will access the site. The rock construction entrance
shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street
cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed.
q. At this time, the estimated total SWMP fee, due payable to the City at the time of final
plat recording, is $74,570.50.
r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources
(for dewatering)) and comply with their conditions of approval.
8. The developer shall provide in both their sales material and within the association covenants
full disclosure about the Minnesota Landscape Arboretum location, use of electric fence,
research operations, and agricultural operations including the spraying of trees.
9. The developer shall install signage on Lots 4 and 5, Block 2, and Outlots B and C warning of
the electrical fence on the Minnesota Landscape Arboretum property."
G:\PLAN\2007 Planning Cases\07-02 The Arbors\Second Add Final Plat\Memo to Staff Final Plat Conditions of
Approval
Generous, Bob
From:
Generous, Bob
Sent:
Tuesday, September 18, 2018 2:29 PM
To:
Peter Brandt
Cc:
Bender, George
Subject:
FW: Final Plat Recording
Peter,
Kate forwarded your message to me. I am glad that you are finally ready to proceed.
You need to bring in the executed mylars and development contract to City Hall and then we arrange for the Mayor and
City Manager to sign the documents. We then forward the documents to the City Attorney who will record them at
Carver County. You provide a check for the administrative fees and then either a letter of credit or check for the
construction escrow.
George Bender, Assistant City Engineer, is your contact for the escrow and infrastructure construction. (952-227-1164
or gbender@ci.chanhassen.mn.us) You are not permitted to draw on the escrow funds for the construction projects.
However, you may request a reduction in the escrow after the improvement is completed and accepted. 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.
As a reminder, this is the list of items to be brought to city hall:
Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1"=200' scale mylar
reduction of the final plat, three 1"=200' scale paper reductions of the final plat and one 1"=200' scale paper reduction
of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf
format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted.
A recent copy of the title commitment shall be provided. Electronic copies of the drainage model shall be provided.
A $187,813.29 letter of credit or escrow for the developer -installed improvements, the $72,599.25 cash administration
fee and the fully -executed development contract (Developer Installed Improvements) must be submitted prior to
scheduling a pre -construction meeting.
All current year taxes must be paid in full and any delinquent property taxes or green acres tax.
Once everything is submitted, please contact George Bender, Assistant City Engineer, at 952-227-1164 or by email at
gbender@ci.chanhassen.mn.us. Please note that George is out of the office this week.
If you have additional questions or need more information, please contact me.
Bob
Robert Generous, AICP
Senior Planner
CITY OF CHANHASSEN
PH. 952.227.1131
FX. 952.227.1110
www.ci.chanhassen.mn.us
-----Original Message -----
From: Aanenson, Kate
Sent: Tuesday, September 18, 2018 12:12 PM
To: Generous, Bob <bgenerous@ci.chanhassen.mn.us>
Subject: FW: Final Plat Recording
-----Original Message -----
From: Peter Brandt <peter.brandt@ptbrandt.com>
Sent: Tuesday, September 18, 2018 12:11 PM
To: Aanenson, Kate <kaanenson@ci.chanhassen.mn.us>
Cc: Deanna Brandt <deannabrandt@mac.com>; Paul Otto <paul@ottoassociates.com>
Subject: Final Plat Recording
Hi Kate,
Whew!
We've finally got the final mylars and everything we need to record the final plat for our subdivision.
I know you're not the right person to do the final recording, but if you could direct us, it would be really helpful. We
need to:
1. Have signatures by the mayor, city clerk, county surveyor, country clerk, county auditor/treasurer, and the state
registrar of titles.
- Do we turn the documents in, make an appointment with the mayor ourselves? Or?
- on the country and state signatories, does the City help us do this? Do we have to contact these people?
2. Pay the subdivision fees.
How do you recommend we do this? And/or is there someone in the City we should contact and work with?
3. We've chosen to use an escrow account for the road construction versus a letter of credit. But, we still have questions
on how to set the account up, use of funds in the account, etc.
- Can you point us to the right person to work with for these questions? And, to work with on an ongoing basis as the
road is constructed?
We'd like to get this done as soon as possible, given the time it's taken to get jere, and the season.
Thanks in advance for your help.
Best regards,
Peter
612.309.9591
1 REV. NO. I DATE I BY
DESIGNED DRAWN I 1 hereby certify that this plan, specification, or report was prepared by
me or under my direct supervision and that I am a duly Licensed
P. E. 0. T J. B. Professional Engineer under the laws of the State of Minnesota.
CHECKED 9w j- ,
P. E. 0. Paul E. Otto
License # 40062
Date: 2-16-18
THE ARBORS
wwwottoassociates. com
TTo
g West Division Street
Buffalo, MN 55313
WS
(763)682-4727
SOCIATES
Fax: (763)682-3522
Engineers & Land Surveyors, Inc.
SECOND ADDITION
rHANHARRPM
7
MN
0 30 60
Feet
SCALE: 1 "= 30'
Vicinity Map
Not to Scale
SEC. 34, T. 119, R. 4 22
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SHEET INDEX
SHEET NO. I DESCRIPTION
1
COVER SHEET
2
SANI TAR Y SEWER & WA TER SERVICE PLAN
5
STREET & STORM SEWER - DOGWOOD
ROAD
4
PRIMARY GRADING PLAN
5
SECONDARY GRADING PLAN
6
S TORM WA TER POLLUTION PREVENTION
PLAN
7
S TORM WA TER POLLUTION PREVENTION
PLAN NARRA TI VE
8
TREE PRESERVA TION PLAN
CITY OF CHANHASSEN
9
DETAILS
RECEIVED
THE ARBORS SECOND ADDITION
PETER & DEANNA BRANDT
CHANHASSEN, MN
CHAWHASSEN PLANNING DEPT
COVER SHEET
SHEET NO. 1 OF 9 SHEETS
PROJECT NO:
17-0442
DATE: 2-16-18
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Rim=958.21
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Rim= 1003. 41
-N Inv=998.67
SE Inv=998.36
W Inv=998.43
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Rim =1002.28
-E Inv=998.18
NW Inv=998.38
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.A Inv=992.84 W Inv=998.03 I
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Rim=1002.68
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SE Inv=99753
L WER EXIST. WATER �-
SERVICES & MAIN AS
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MA/NTAt 4 7.5COVER
Benchmark:
Top Nut of Hydrant
...�. ;,'-Elevation=1004.97 Feet
\ (N. G. V.D. 1929) I
2 -LOWER EXIST. HYD
2 I TNH=1000.40 \1
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\�V Inv=99714
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t`/ t.r L I �l l v Top of Water
1 Elevation = 997.46 Feet
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❑IBMH1 _RCP
i Inv=995.84
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Rim= 9182.58
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1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS
AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
2. SERVICES SHALL BE INSTALLED WITH 7.5' OF COVER
REV NO.
DATE
BY
DESCRIPTION
DESIGNED DRAWN
P.E.O. T. J. B.
CHECKED
P.E.O.
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
ProTal Engineer under the laws of the State of Minnesota.
S�
"
www.ottoassociates.com
9 West Division Street
TTO Buffalo, MN55313
r r (763)682-4727
QSOCIA7ES Fax: (763)682-3522
E & Land Surveyors, Inc.
THE ARBORS SECOND ADDITION
PETER & DEANNA BRANDT
CHANHASSEN, MN
SANITARY SEWER &
WATER SERVICE PLAN
PROJECT NO.'
17-0442
License Otto 2-16-18
License #40062 Date:
SHEET NO. 2 OF 9 SHEETS
DATE. 2-16-18
,Sting C8
�» >a=1003. 41
N lnv=99867
SE Inv= 998.36
W Inv=998.43
Existing C8
Rim =1002,28
E Inv=998.18
NW lnv=998.38
t
Existing C8
Rim=1005.26 i I
y = V3
N San. MH Existing C8
...- Rim =1002.40
Rim=1005.02 -N Inv=998.34
I / S lnv=998.05
7 W Inv=998.15
1 1
t I
I /
Existing CB
Rim=1002.49 +r'
E Inv=998.92- u 3 1
S Inv=998 t4 ' t
W In v= 998.45 I �-` � w
` l
l i j N Si
LA "ilk
in MAT CUTTER
!N
m CURB
W
Gutter
Gutter
San, MH \"�... / L) /� �,ji .A
Rim= t002.47---- - ! I � �/
lnv=99255 0+00 1
(i SOR-
W ' Sty SSa ti sews
} El
{ of Itoa�Existing CS i
Edge Rim=1000.73-..�
l Existing C8- Inv=998.33
Rim=1003.05
Inv, =999.17
^
l
24" RCP-_ _...
Inv =99714
/
7
/
r
I
Benchmark:
Top Nut of Hydrant
/
l
Elevation=1004.97 Feet-
(N. G. V. D. 1929)
Existing CS
j
_Rm=7000.69
tnv=99807
/ W Inv=99803
I
/
/
Existing MH I
r/�
/ 0\
_Rirn=1002,68
t" N Inv=998.14 I
SE Inv=99753 �\ 1
m
i
Son. MH
}
--- •---
3HO -----
/
Rim=1002 10-
in v= 992, 84
$T j
�
I
-:--_TEMPORARY / CUL-DE-SAC
TA
SUR TATTER
_CURB &
` `
`
_ I
_L
I
2+00-
DRA/NTILE
1+00
I
I
_.
-"'-INSTALL
CLEANOUTS �tf '
0
vi �...
4" SUBORA/fy-.7
�o
/
••t1;-„•-LOWER EXIST.
T•,
'
SAN. MH RIM
%'
\ R/M= 999.61
/
4\4
MA H EXIST
1
/
- - -
- - -----------
a /
l�
PI STA. = 1+67,78
D = 1779'12"
r,
o
\ r
R = 300.03
L = 14306
/
.::
tz
V&
Inv=99754
V
N
I
I
I
I
N
}
`}t
I
I
I
I
I
I
I
'N I
I
�I
I
N
P/ STA. = 2+ti2.87
N
D = 17172 23"
R - 300.07
L = 89.24
W I
Existing MH
Rim=982.58
E Inv= 976.63
U
W inv=976. 75
CORE DRILL \`
\ I INTO EXIST.
CBI
S� I
i
SA
II �
H1 I'ySEE DETAIL
BELOW
3+00 _
b
3-1
----------
I
I
3 I
I
I
V)
Ln
I
x
x
0 20 40
Feet
SCALES:
1"=20' HOR
1"=10' VER
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE NO.
STRUCTURE SIZE
CASTING
CB1
24"x36"
NEENAH R-3501-N
CBMH1
48" 0
NEENAH R-3501-N
*LABELED "STORM SEWER"
1040 1040
DOGWOOD ROAD
1030 VP/ STA = ,0+72.80 .... j : I 1030
L=50.00 ; ::. ..
E = 0.26
HIGH POINT STATION=0+47.80
HIGH POINT ELEV=1001.22 I
1020 N .:::
1020
--1020
__
-a
Q:In
2N ZOO 2+Qi
It O
iQ10 0 ac to + J li E b + 0` N 0u 1010
n - -PROPOSED CENTERLINE PROFILE O + rn �+ rn >-'
U U) ~ U U t .-EXISTING CENTERLINE PROFILE Q W
civ) u WSW a
1000
1000
T I POSED PR
OFILE--,.
ROFILE
Exist, 8" C9C ' o EXISTING PROFILE_ \ + h rn
j �_ LO
0 _ a.A .. ;n ui b \ 1 N ui n
990 n 8" PVC � �_ �_ � � I iN 0) - - '--.FUT RE PROPOSED ! � � L_r_�,_._ � °j N rn 990
_ - - -- I - - 2 00 g _ r "CEIV7NEW PROFX_E_ m It ---� u -
U � \'� h co _..
-LOWER WM IF NECESSARY TO ` U
MAINTAIN 7,5 OF COVER
980
980 �...-Ft1-
- CENTERLINE PROFILE 2" RCP
-
E.
G j ? NOTE: REFER TO GRADING PLAN o w \' 2 2 970
970 FOR-GRADING_BETWE`IGI _SZA._--_ ._.._ _ _ t` R
OLn 2+86.90 AND STA J27.16 p II
CORE DRILL I
-INTO EXIST MH
ON hh
ip v op 0 N �'\ b b W N bI�
IO ',O O.� O'O aJ.O b,p h.0 M.^ Oi',�;tom �O:^l d:€N N'itri
960 0 0 0 0 0 o rn o a o rn o 0) rn rn rn �.�+ ao v ro!ro ao• 960
rn,Q) rn=C3 rn rnrn rn:rn rn,a rnrn rn rn rn rn rn s ;
-0+50 -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75
ere certify that this survey, an, or report was prepared m www.ottoassociates.com PROJECT NO:
REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN y y'p p p p y y THE ARBORS SECOND ADDITION STREET & STORM SEWER PLAN
or under my direct supervision and that l am a duly Licensed Land
P, E. O. T, J. B. Surveyor unde the laws of the State of Minnesota. 9 West Division Street
CHECKED TTo Buffalo, MN -4727 3 PETER & DEANNA BRANDT DOGWOOD ROAD 7-0442
(763)682-4727
P.E.O. Paul E.Otto QSOCIATES Fax (763)682-3522 CHANHASSEN MN SHEET NO. 3 OF 9 SHEETS DATE.' 2-�-�
License #40062 Date: 2-f6-1B E & Land Surveyors, Inc.
� I
o
I
QU
I
II
of N
rn rn
I
II O
,
k
L
ti
Z
v �
I I
W �
co
op
1
�
� 4
I
� i
y
J
a
a
o
y I
u
`
1
=o
It
\ Existing CB
Rim=1003.41
60 N-N Inv=998.67
SE Inv=99836
w tnv=998.4-1
t i
Existing CB
"` 1 Rim=100228
°� ? �.._E Inv=998.18
\ l l aaa' j \ j Nw inv=998.38
r\
\ Existing CB
Rim=100249
v \ \ \ \ = 96
� W Inv=99£ 4— -
\ \ \
Existing CS
Rim=1005.26
N / Im=10 O Itt ats 2 � 't j
\I I \✓ \ \ ` us 55 - o�' ASS _ SS ` c r�r�� 14i
SS
\ ✓\ m ro
ry o 0A \ A O � 01
t \ }Existing C t
{tim=700 . 3-
---------i-- �.-------- - -----� t0 In v=998. 3 �.-
\\v
ii l
w _ SS
w -- W
Existing CB W
ti.
T -.IN
N Inv=998.34
02.40
N nv=
S Inv=998 05 W
W lnv=998.15 \
j
f-- -� 10
roc
tom., b ExistingCB
"retrwott ,1 \ `' Rim=70000.69
r
}�} (� .. .. I }! j O UlNE inv=998.07 I
LLL j f \ x s W Inv=998.03
1 c 1 50as
;MI Existing MH
10i y u __
_11 � .0i + j _ Rim= 998. 4
Dose � � o rn � �{ � �\ 99B t +, ' N Env=998.74
if��1= �� yw� T� air ciin SEinv=99753
.9_..Benchmark:
._..._... Top Nut of Hydrant
,g S Am 7; Elevotion=1004.97 Feet
o (N.G. V.D. 1929)
rl f `'—� `— ° \ ° ° ° \ �`�\ ► - �(vlow line 1
\ \ 99
15�99 � �ZZ \ z4" RCP LL�9B \ v �tss714
t
Ch
9
92
•o j `flpt �•ti \. \ I ' >2
p a o 7713 1
i
€IH! sn o l l Edge
990
Hof
Woter
{ fo
/— C> G=988.6i ,. A 1 / 0 l��tl i
TF=988.9 £oj'` / r' ( -� .� rn °f l� w L I l / L �v Top of Water
i o LL=9799 1''� m- Elevation = 99746 Feet
owB79 Pond
Ed e at !�(q i V < �` t °� R`o
DL�tneGtt@�-_... �`fls� � ° �'1 �_ 1 1 � ?� 9��
t
m v \
_ �ceMRt � RCP
ae
� I inv=995.84
(� 1 V Vn ass "Exish g \
911 m=982.5 1 Wtov5 51
r
�76.��
t24" RCP .9 �9) 9) 9) i 91
Rip Rap-,. tnv 95319 oa op flb o� O F ? 9 6" 6t St \V \ Existi? g OCS
O f i;7 'w.--A,--__� ...� �_� -T I I— Fop-1 0.92
'a o 954 .,�"9�p °9c9� 99� 9y'``" 9 `9gE ~"'"998. a0 —
6, �, cs' '"`--
\ 4 o' ` r m
1 \ 3+21 l \
\� \ Retaining WoIN
A/ Existing MH\\ 25
A A ,^ /l A I _ Rim=958.21 X
v I \ I IVl.� <Jl V Li/ 1/ E& W lnv=95333- o \.
A
t
U SU tiU
Feet
SCALE: 1 "=30'
LEGEND
—1010—
denotes
Proposed Contour
fo17.5 X
denotes
Proposed Spot Elevation
denotes
Proposed Drainage
- -988- -
denotes
Existing Contour
988.00 X
denotes
Existing Spot Elevation
c
denotes
Cable Box
Ti
denotes
Telephone Pedestal
1:1
denotes
Television Pedestal
[(j
denotes
Electrical Pedestal
:Z
denotes
Sign
-4
denotes
Guy Wire
---
denotes
Power Pole
denotes
Water Valve
denotes
Water Shutoff Valve
denotes
Hydrant
denotes
Sanitary Manhole
denotes
Storm Monhole
€o1
denotes
Catch Basin
-- SS —
denotes
Sanitary Sewer Line
— ST —
denotes
Storm Sewer Line
--- OHE ----
denotes
Overhead Electric Line
- X ----
denotes
Fence Line
denotes
Wetland
w
denotes
Existing Culvert
- - - - - -
denotes
Drainage and Utility Easement
per the
plat THE ARBORS
GRADING NOTES
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
REV NO. I DATE BY DESCRIPTION DESIGNED DRAWN l hereby certify that this survey, plan, or report was prepared by my
www. ottoassociates. cam THE ARBORS SECOND ADDITION PROJECT NO.'
or under my direct supervision and that l am a duly Licensed Land
P. E. 0. T. J. B. Surveyor unde the laws of the State of Minnesota. 9 West Division Street PRIMARY GRADING PLAN 17-044 2
CHECKED Z�� TTo Buffalo, MN55313 PETER & DEANNA BRANDT
(763)682-4727
P. E. 0. Paul E. Otto SSOCIATES Fax. (763)682-3522 C H A N H AS S E N , M N SHEET NO. 4 OF 9 SHEETS DATE. 2 -16-18
License #40062 Date: 2-16-18 Engineers & Land Surveyors, Inc.
1 Z 1 l t -
\ 1
f sn� S V '� � / W tnv=9999845If i
i l `
\ \ l \ \ Rim= g CB � -�7
' 1T 5T j
\ \ Inv=9(,103.0U� .,u 1 A I /
\ /
Ian i � ! � � � � o+oo _,r-�.6� _,���<,ss S s
rI� ssss
Ln SS SS
SS
a 1 1 1 L 5 - 5 W N
15t'ZI�
O a
}lrn tan / `}��'\.,- a 20 40
-f\ / 7 % .. Existing CB
Feet
Exfstin �B T 1.1 yX ` /R.
1 Rim=7 073- _.__.. �. f -N Inv=998.34 tnv_ 9 SCALE 1 "=20'
----- _ �n 9 r� A't `� Wlnv�998�5
(( i =C -- - s :� •... \ I LEGEND
�, •...�. - -988- - denotes Existing Contour
o / 988.00 X denotes Existing Spot Elevation
.......
-988- denotes Proposed Contour
---- __-R �.. 1 ` t1 `\ / ®OX denotes Proposed Spot Devotione \ T denotes Telephone Pedestal
I 10
1
t - , -rock \ \ 1 a E❑ denotes Electrical Pedestal
1 j_ �, reE- oil \ V
t j i Existing CB �1
�', � .� � denotes Soil Boring
/ / \ �' Rim=700069
`iP 1� f I\ t �\ I� 1 II as t Il denotes Sin
r o e `NE Inv=ss8.07 •9
-.1.. / / va - W ln�s9ao3
�°�-_� ma °s E-- denotes Guy Wire
I I € Ck / l -0- denotes Power Pole
q j / j J / \ t Z 1 \ N 'aor, (9 denotes Well
,< oX 60 \ denotes Hydrant
Ln
l 1 1 X - denotes Fence
10 \ $ D Existing MH - OHE ---- denotes Overhead Electric Line
j j 1 1 Rim=7002.68
(Ex. H se o A A• \ �N Inv=998.14 - E
99e .. -• denotes Underground Electrical Line
I I Ii l °C, ^ r SE Fp - denotes Underground Coble Line
\ \ 1
AA I s - S5 - denotes Storm Sewer Line
z - W - denotes Water Sewer Line
i �� _ �- l �% �� 11 11 c \ w denotes Water Line
o , y denotes Building Setback Line
--3 W r�> o Front = JO'
n � r
90
994 996 WA ... Benchmark: Side = 1O'
Top Nut of Hydrant Rear = 30'
98*///�-T -Elevotion=f004.97 Feet Wetland Buffer = 25'
�\ (N.GV.D. 1929)
I _III I � \ �� � - � - -�-- � -� � � �� `� � � � ,� � • � \ e _ \' �--- �, o � � �
/ III- � ■ 1.0% (��1/9,q�jJ[ I 65X 0 rn I rmo Line sr f
A \
\1 GRADING NOTES
G-993.1 `S I ? ' 24 RCP 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
F ` \ l \ `\
LL 98+4 v / tTn v. 9Z74 BE
f i�/7� � � APPROXIMATE WA ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
1 LO=984.4
f j POSSIBLE HOUSE PAD ? � � I ��,. � "�,� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
I -III ---I � � .� � � % TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT
? (CUSTOM GRADED) (� � / �\ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY.
t
�, 2. THIS GRADING PLAN IS FOR SITE PLANNING PURPOSES. LOT SPECIFIC
at } �GRADING PLAN TO BE PROVIDED TO THE CITY FOR REVIEW WITH THE BUILDING
ti 9g0 4�2 _ PERMIT APPLICATION.
In
to
� \ � �/V/L� L/1 ��T
v v 1 1 oa
-ICI 1 \ y `.�
co
_ -
_•�... � � \ .� 988.E '� l �, 988 � m , � � GARAGE ELEV G=929.0
0 1.
TOP FOUNDATION ELEV TF=929.3
BL H R LOW LE LEVEL ELEV LL=921.3
PO
m rn LOW OPENING ELEV LO=921.3
Ede of
I I � j I I m� - W G=988.6 ( T DED � � 9�a� HOUSE TYPE WO
D
Wetland '' --_ .� �t , I v TF=988.9 �� i p�s� OUTSIDE GRADE ELEV x920.8
_ LL=979.9 `
co LO=979.9C81 - �� RCP FB - FULL BASEMENT
WO 86 . CBMH) I v=995.84 L/OUT - LOOKOUT
WO - WALKOUT
96
n H
a
II I f I '� �. �•..�..,. �o 9g? o-___-1 98258
9yo o`t X. _E tnv=976.75
t `� 1 61ti
____ wv=977� \
_ -------1----------------- --- - ---\- -- - - - - -� �'\�--+- a� / -` s \\
- -i- 24' RCP \ ,g ``fly \ y .9j 9>
Rip Rap_, /.II�,.._Inv=95319 .9 .o `fls\ d�' O� �"� r 6 \ \ /% l 1 1 t
xisting OCS
i _III- f N ST ST `� D�Q---- ST N T N ST 5T. ---- ST { \ P-7II00.92
1 \ E t W Inv=99 .54-'l
{y y j \ ..o�, \�j \'1 d'y '40_ �y 99?1 �$'9r.,.� �s �\- �8` ----.•- .�
ff i 1 t 1 1 3+27 ' \ 1
REV. NO, DATE BY DESCRIPTION DESIGNED DRAWN It hereby certify that this survey, plan, or report was prepared by my www. ottcassociates. com
THE ARBORS SECOND ADDITION PROJECT NO:
P. E. 0. T. J. B. or under my direct supervision and that l am a duly Licensed Land Surveyor unde the laws of the State of Minnesota. 9 West Division Street 17-0442
CHECKED�-O,' TTo SECONDARY GRADING PLAN N Buffalo, PETER & DEANNA BRANDT
(763)682-4727
P. E. 0. Paul E Otto SSOCIATES Fax: (763)682-3522 C H A N H AS S E N , M N SHEET NO. 5 OF 9 SHEETS DATE 2 -16-18
License #40062 Date: 2-16-18 Engineers & Land Surveyors, Inc.
IE
Existing ce
Rim=1003 41
6p N i--N lnv=99867
SE to v= 998.36
` W Inv=998 43
l r`�
Existing C8
Rim =1002 28
r-�
ap j NW Fnv=998.38
Existing C8
Existing CS 'Rim=70Q5.26
>• a_ � �. Ri-m-=7r3ti2. 49 t
ln,
1
nv=B38 14 4 -
W Inv=998.45 "'-^--
ti
m=10015, 09�
0+00 d < SS ASS
% � SS "�..a ~\. w w SS SS SS Y .
W g
We,
\ \ t
Ex —
is rB
1Ex�3trng qrm=t00240Cj .~
f - /N inv=998.34
f v-998 3
3\�I j t l l \1 `� �` \... � - . �. .. _ _ INSK ALL &MAINTAIN
\� \ 1 1 I.-' ," I RO CONSTRUCTION
` E11l#RANCE
10
I s�l 11—
- t
r FT' �.,
E i i rF / Bret wott o Rim=r7QOQ.69
C _ i Pt CI? �1 �LA T� r0" -
f cff NE lnv=998.Q7
\ v• 1 / t- `� 1 1 - 06 W tnv=998.03
r- 1,0011
_
3! I I p m _ Existing Mx
i11=I1 �, l �,o � } r o ._.._..._Rim=1002.68
Ex. Dose - 998 N Inv=998. 14
- SE 1nv=997.53 !!! Z_
-_ _
Benchmark:
7zyn _ Top Nuf of Hydrant
'996
��r Eievatian=t004.97 Feet
t
.. (N. G. V. D. 1929) t
w tine \
o
FT
G=9 1 j\ I 24RCP
LL=-9$4�4 \ \ — — �7n —99714
\ \ \ \ \0=4.4 \\ I \ \ CID -i
f�IIIIII
_
ll
cl
Edge
Water
�, I —Iilil OFFS/T�DAIA/A G= �6 _— —_ — — _ —_ J 8
TF=98$.9 {� j \\ \ �w t I eJ C v Top of Woter
'---LAKE �llN�IE�INAK\T� tL_ 979 - - - - - 98 o-��-�` £tevation 99T.46 Feet
�
r/ Edge of `7! WetionIi �__(( r \ - - _ _ - - _ _ l
Delineated_._.... 3 E �� j 4 ! ,, �� \ \ \ �\~ `\ Pond
-- -- CBI -
g o o RCP
rn v= 995.84
11 El
_ _ xrstr
DOUBL SILT �VCE- _ _fill
1-1 \ - - - _ BrZ- -_ _ \ r Ejtnv 76. 3 l
_.._.. W tnv_ 7 x
- 24" RCA -\ _ -. -\-��,}
(- r p p-� jr - a�\� r - - - - Existi g Ocs t � ..�in v=953 99 a� �'- .
IN __ ST C? -�;�' lap=TO'Q0,92..-
t
0 954 \ ;n \ ;q \ s' �' 9y 9 "^� �'996 9 1000 —
'n .9& �q da. .5' &--...
,s>� a+
a} rn \ 3+2A \ ` \
I A l
Retaining Watt
1 �\ \ \ 25
>f \ \
I A w--. t'l 958
R 1 r-• Existing Mx
A \ /
Rim=.21
v11JIVi V L�t_}! E&WInv=953.33 J y t ` 1.`�\�\ X� x1 �\
O
1 1 t
f.. s
0
0 30 60
Feet
SCALE: 1 "=30'
LEGEND
— SF denotes pre -construction silt fence
r011
116 NJ denotes in -street inlet protection
denotes WOOT 3885 Cat. 3 erosion
control blonket
REV. NO.
I DATE
BY
DESCRIPTION
DESIGNED DRAWN
P. E. 0. T. J. B.
CHECKED
P. E. 0.
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
Profes Tonal Engineer under the laws of the State of Minnesota.
zI)
www.ottoassociates.com
9 West Buffalo, MN ion St et
TTo (763)682-4727
SSOCIATES Faa ( 763)662-3522
Engineers,& Land Surveyors, Inc.
THE ARBORS SECOND ADDITION
PETER & DEANNA BRANDT
C H A N H AS S E N M N
'
STO R M WAT E R POLLUTION
L L U T I O N
PREVENTION PLAN
PROJECT NO:
17-0442
Paul E. Otto
License # 40062 Date: 2-16-18
SHEET NO. 6 OF 9 SHEETS
DATE
2-16-18
GENERAL PROJECT INFORMATION CONSTRUCTION A C TI VI T Y NOTES CONSTRUCTION NOTES
PROJECT L OCA TION AND NARRA TI VE:
THIS PROJECT CONSISTS OF A 3 LOT SUBDIVISION /N CHANHASSEN, MN. THE SITE IS LOCATED NEAR
LONGITUDE - 93.6077, LATITUDE 44.8675. THE SITE IS ACCESSED FROM DOGWOOD ROAD.
CONSTRUCTION ACTIVITIES INCLUDE GRADING, AGGREGATE AND BITUMINOUS PLACEMENT, CURB AND GUTTER
INSTALLATION, AND UTILITY INSTALLATION. SITE CONSTRUCTION IS PLANNED TO BEGIN SUMMER OF 2018
AND COMPLETED BY THE FALL OF 2018.
RESPONSIBLE PARTIES:
CONTRACTOR MUST BE TRAINED FOR BOTH CONSTRUCTION INSTALLER AND SITE MANAGEMENT PER
REQUIREMENTS OF THE PERMIT, PART lll.F.
PETER & DEANNA BRANDT PETER & DEANNA BRANDT 952-334-0565
OWNER CONTACT PERSON PHONE
OTTO ASSOCIATES, INC. PAUL OTTO
763- 682- 4727
PLAN PREPARER CONTACT PERSON PHONE
TRAINING: 112012016 (EXPIRES 2019) U OF MN CERTIFICATION - DESIGN OF CONSTRUCTION SWPPP
CONTRACTOR (RESPONSIBLE FOR
INSTALLATION & INSPECTION)
TRAINING:
CONTACT PERSON
PROJECT AREAS:
PROJECT SIZE (DISTURBED FOR SITE DEVELOPMENT) = 0.6 ACRES
EXISTING AREA OF IMPERVIOUS SURFACE = 0.1 ACRES
POST -CONSTRUCTION AREA OF IMPERVIOUS SURFACE = 0.6 ACRES
TOTAL NEW IMPERVIOUS SURFACE AREA CREATED = 0.5 ACRES
PHONE
RECEIVING WA TERS:
SURFACE WATERS AND WETLANDS THAT WILL RECEIVE STORM WATER RUNOFF FROM THE SITE AND ARE
WITHIN ONE (1) MILE OF THE SITE ARE INDICATED WITH DIRECTION ARROW ON THE SWPPP PLAN SHEET
AND ARE LISTED BELOW:
NAME OF WA TER BODY
LAKE MINNEWASHTA
IMPAIRED WA TER
YES
THE OWNER SHALL SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION
IS COMPLETE.
ALL CONSTRUCTION ACTIVITIES MUST MEET THE REQUIREMENTS OF THE MPCA'S NPDES GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY.
EROSION PREVENTION:
ALL EXPOSED SOIL AREAS (INCL. STOCKPILES) MUST BE STABILIZED. STABILIZATION MUST BE
INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT COMPLETED NO CASE LATER THAN 7 DAYS
AFTER THE CONSTRUCTION ACTIVITY /N THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTL Y CEASED.
TEMPORARY TURF RESTORATION SHALL BE MNDOT SEED MIX 21-111 @ 100 LB/ACRE WITH
MNDOT TYPE 1 MULCH @ 2 TONS/ACRE (DISC ANCHORED). STABILIZATION MUST BE INITIATED
IMMEDIATELY BUT IN NO CASE COMPLETED LATER THAN 7 DAYS AFTER THE ACTIVITY /N THAT
PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
PERMANENT TURF RESTORATION SHALL BE MNDOT SEED MIX 25-131 @ 220 LB/ACRE WITH
MNDOT TYPE 1 MULCH @ 2 TONS/ACRE (DISC ANCHORED).
SEDIMENT CONTROL PRACTICES:
THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL SEDIMENT -LADEN SURFACE WATER
FROM LEAVING THE CONSTRUCTION ZONE. ALL MOBILIZED SEDIMENT THAT HAS LEFT THE
CONSTRUCTION ZONE SHALL BE COLLECTED BY THE CONTRACTOR AND PROPERLY DISPOSED OF
AT NO ADDITIONAL COST TO THE OWNER-
ENTERING/EXITING THE SITE SHALL OCCUR ONLY AT TEMPORARY CONSTRUCTION ENTRANCE TO
LIMIT TRACKING OF SEDIMENT ONTO STREETS.
TEMPORARY SOIL STOCKPILES SHALL HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT
CONTROLS INSTALLED AROUND THE PERIMETER.
DUST CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED AT ALL TIMES DURING
CONSTRUCTION, AND WITHIN 4 HOURS OF NOTIFICATION BY THE CITY
CONSTRUCTION SEQUENCING:
1) PRECONSTRUCTION MEETING.
2) INSTALL PERIMETER SILT FENCE, INLET PROTECTION ON EXISTING CATCH BASINS &
CONSTRUCTION ENTRANCE.
3) CLEARING & GRUBBING.
4) ROUGH GRADE SITE.
5) INSTALL UTILITIES.
6) TEMPORARY STABILIZE SITE AS INDICATED ON THE PLANS.
7) COMPLETE STREET CONSTRUCTION.
8) PRIVATE UTILITY INSTALLATION.
9) RESTORE SITE WITH PERMANENT RESTORATION.
10) REMOVE SEDIMENT CONTROL DEVICES & SUBMIT NOTICE OF TERMINATION (NOT) TO MPCA
ONCE ALL DISTURBED AREAS HAVE 707. VEGETATIVE DENSITY.
EROSION & SEDIMENT CONTROL BMP ESTIMATED QUANTITIES:
QUANTITIES LISTED ARE APPROXIMATE. REFER TO CONTRACT DOCUMENTS FOR EXACT
QUANTITIES.
BMP QUANTITY
SIL T FENCE
765 LF
ROCK CONST ENTRANCE
1 EACH
MNDOT 3885 CAT 3 EROSION CONTROL BLANKET
1440 SY
INLET PROTECTION
4 EACH
MNDOT SEED MIX 25-131 W/TYPE 1 MULCH
0.3 ACRES
INSPECTIONS AND MAINTENANCE:
THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS
DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5
INCHES IN A 24-HR PERIOD. INSPECTION LOGS SHALL INCLUDE ANY CORRECTIVE MEASURES TAKEN.
ALL INSPECTIONS MUST BE RECORDED AND RECORDS RETAINED WITH THE SWPPP ON SITE. THE
SWPPP, ALONG WITH INSPECTIONS AND MAINTENANCE RECORDS, SHALL BE RETAINED FOR THREE
YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT).
SILT FENCE MUST BE MAINTAINED WHEN ACCUMULATED SEDIMENT REACHES 1/3 OF THE DEVICE
HEIGHT INLET PROTECTION DEVICES SHALL BE CLEANED ON A ROUTINE BASIS SUCH THAT THE
DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAINSTORM EVENT. REMOVAL AND DISPOSAL OF THE
SEDIMENT SHALL BE INCIDENTAL TO THE CONTRACT.
TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CLEANED AND REFRESHED AS NECESSARY TO
CONFORM TO DETAIL.
OFF -SITE VEHICLE TRACKING SHALL BE REMOVED WITH 24 HOURS OF DISCOVERY.
POLLUTION PREVENTION:
ALL SOLID WASTE GENERATED BY/COLLECTED FROM THE CONSTRUCTION SITE MUST BE DEPOSITED /N
A DUMPS TER.
NO CONSTRUCTION MATERIAL SHALL BE BURIED OR BURNED ONSITE.
ALL HAZARDOUS MATERIALS (OIL, GASOLINE, FUEL, PAINT, ETC) MUST BE PROPERLY
STORED/CONTAINED TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF
HAZARDOUS WASTE MUST BE /N COMPLIANCE WITH ALL APPLICABLE STATE AND FEDERAL
REGULATIONS. ALL VEHICLES LEFT ONSITE SHALL BE MONITORED FOR LEAKS TO REDUCE THE
CHANCE OF CONTAMINATION.
EXTERNAL WASHING OF TRUCKS OR OTHER CONSTRUCTION VEHICLES, ENGINE DEGREASING, NOR
CONCRETE WASHOUTS ARE ALLOWED ON SITE. TRUCKS ARE TO USE SELF-CONTAINED WASHOUT
SYSTEM.
ALL SPILLS SHALL BE CLEANED IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH
THE STORM CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MPCA STATE DUTY OFFICER AT
1- 800- 422- 0798.
CONTRACTOR SHALL MONITOR AND PROVIDE DUST CONTROL COLLECTION WHEN NEEDED.
FINAL STABILIZATION:
THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE PERMITEE MUST SUBMIT A
NOTICE OF TERMINATION WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE.
SUFFICIENT TOPSOIL (6') SHALL BE PLACED ON DISTURBED AREAS FOR RE -VEGETATION.
ALL TEMPORARY EROSION CONTROL MEASURES AND BMP'S MUST BE REMOVED AS PART OF THE
FINAL SITE STABILIZATION.
TRAINING REQUIREMENTS:
CONTRACTOR MUST BE TRAINED FOR BOTH CONSTRUCTION INSTALLER AND SITE MANAGEMENT PER
REQUIREMENTS OF THE PERMIT, PART III.F. DOCUMENTATION SHALL BE ADDED TO THE SWPPP
DOCUMENTS LOCATED ONSITE.
REV. NO.
DATE
BY
I DESCRIPTION
DESIGNED DRAWN
C. S. 0. T. J. B.
CHECKED
C. S. O.
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
Profesional Engineer under the laws of the State of Minnesota.
�l // SD
Yrk.-(C
www.ottoassociates.com
9 West Division Street
T�O Buffato,MN55313
(763J682
r -0727
QSOCIATES Fax. (763)682-3522
E & Land Surveyors, Inc.
THE ARBORS SECOND ADDITION
PETER & DEANNA BRANDT
C HAN HAS S E N , M N
STO RM WAT E R POLLUTION
PREVENTION PLAN NARRATIVE
PROJECT NO:
17-0442
Paul E Otto 2_ 16_ 18
License # 40062 Date:
SHEET NO. 7 OF 9 SHEETS
DATE: 2-16-18
78TH ST , W
N.Y R;t, S2aad
r--rinn I \
r^A i�1 I nn1 w�
�7L_ I vn tVVI 1 IIJI v a
- !) 20 40
J
Feet
SCALE: 1 "=20'
. Edge of Woods \ J
14
\ 1 �-..- - • 11- 0
rcxk
I 1 1 ret-koll
\ ♦ i i i
Porch
J Deck
1 Ex. House
-Edge of Woods _..._Edge of Woods
I I
Edge of 1 Delineated
etiond r
o
WefJanO_`"�
L
e O I
EQ
.-Survey Line
_ _ _ _PROPOSED EDGE O
II I \ \` ♦ OF TREE REMOVAL
LLJ
II a
i C
� I
� I �
k-1,A LI nr r�l
l/L v
411,
♦ ♦ / PROJECT AREA LESS WETLANDS = 2.10 ACRES I ♦ 6D I "-—Edge of Woods EXISTING BASE LINE CANOPY COVERAGE = 1.81 ACRES (86.2%)
♦ ♦ MINIMUM CANOPY COVERAGE REQUIRED = 1.16 ACRES (55%)
/ % • - EXISTING CANOPY COVERAGE PRESERVED = 1.21 ACRES (57.6%)
If CC
L) I A if n n/ A Retaining Walif
I I I vl
25
rNO. BY DESCRIPTION DESIGNED DRAWN hereby certify a Is survey, plan, or report was prepared by my www.ottoassociates.com PROJECT NO:
or under my direct supervision and that I am a duly Licensed Land THE ARBORS SECOND ADDITION
I T I O N
P.E.O. rJB• Surve orunde the laws of the State of Minnesota. TREE PRESERVATION PLAN 17-0442
y 9 West Division Street
CHECKED�0 TTo Buffalo, MN55313 PETER & DEANNA BRANDT
(763)682-4727
P. E. 0. Paul E. Otto SSOCIA7ES Fax.' (763)682-3522 C H A N H AS S E N , M N SHEET NO. 8 OF 9 SHEETS DATE 2-16-18
License #40062 Date: 2-16-18 Engineers & Land Surveyors, Inc.
CE Street PL
Variable
6' Metal fence post
denoting curb box.
Top 6" painted blue.
Curb box with 1 1/4"
standpipe and stationery rod
i
z
s
Water Service
in
Corporation Cock 1 Type "K" Copper
(1"Xi"
Concrete Block Support
Water Main
NOTES:
1. Do not plug end of curb stop.
2. Add 6" crimped pigtail to curb stop.
3. The copper service line between the main and curb box
shall be one continous piece of piping, splices will not be permitted
4. Corporation cock to be 1" x 1" inside diameter.
5. Saddles required on 6" DIP or smaller mains and all mains
and all mains 12" or larger.
6. Saddles when required shall be Ford style F202 double strap.
7. Stainless steel saddles required on all PVC wotermain.
Cfff OF
TYPICAL
WATER
bllAllllBus�
SERVICE
REVISED: 2-11
ENGINEERING DEPARTMENT
PLATE NO.:
1005
FILE NAME: G: ENG SPECS 1005
NOTCH CLAY SUB -GRADE
FOR PIPE PLACEMENT
loll
AGGREGATE BASE
MNDOT SELECT GRANULAR BORROW
COURSE FILTER AGGREGATE
MNDOT 3149.2H
12" DEEP
-GRADE TO DRAIN
CLAY SUB-GRA
4" PERFORATED PIPE
GEOTEXTILE WRAP (3733, TYPE 1)
TRENCH DETAIL
ted PVC
6" CONC. II
PIPE DETAIL
GROUT
AROUND
PIPE
NOTES:
1. CLEANOUTS REQUIRED AT 300' INTERVALS &
ALL ENDING POINTS."
2. SWING TIES TO BE SHOWN ON AS-BUILTS
FOR ALL ENDING POINTS TO ALL DRAINTILES.
3. OPENINGS IN STRUCTURE FOR DRAINTILE TO
BE FABRICATED OR CORE DRILLED.
4. THIS DETAIL TO BE USED WHEN 2' OR MORE
OF EXISTING SOIL SUB CUT IS NECESSARY.
W!OF
4" SUB -SURFACE
DRAINTILE
REVISED: 3-14
ENGINEERING DEPARTMENTTP77=0
5232
FILE NAME:G:\ENG\SPECS\5232
3'-0"
NOTE:
1- V Grate Shown -
2- VB Grate Shown shall be �
used at all low points.
Face of Curb J
Direction of Flow
Catchbosin casting
and grate Neenah
R3067-V or equal
3" radius curb box.
Precast concrete or HOPE adjusting rings_
Minimum of 2-2
maximum of 5-2"
concrete adjusment
rings allowed with 1/4"-
to 1/2" bed of mortar
between each and a
6" thick concrete collar
on the outside.
Doghouses shall be
grouted on both the
inside and outside.
I
�N
Ln
11111,�Iwlw
Grate to be
2" below
gutter grade.
5' transition
curb on each
side of catchbosin.
Top of Curb
Varies
6 1/2"
Varies
x 36"
oast 5„
3' minimum
3" Grout
6"Min. base
SECTION
NOTES:
1. Steps shall be provided in all catch basin/monholes and storm sewer manholes.
2. Costing to be totally encased in concrete curb section.
3. No block structures are allowed.
4. No wood shims are permitted in the adjusting rings.
ffffOF STORM SEWER CATCH BASIN
MINBASSEN 2' X 3' RECTANGULAR
REVISED: 1-10 PLATE NO.:
ENGINEERING DEPARTMENT 3101
FILE NAME: G:\ENG\SPECS\3101
FINISHED GRADE
ONE PIECE PVC SDR.-35
CLEANOUT RISER
(SIZE AS PER PLAN)
HUB WITH THREADED METAL PLUG
TO BE SET AT FINAL GRADE.
METAL TOP PLUG MADE OF
MATERIAL TO ALLOW LOCATES
VIA METAL DETECTOR.
10' MIN.
NOTE:
1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED)
2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM)
3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN.
4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE
AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN
OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE
CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY
TEST.
CITYOF SUB -SURFACE PVC DRAINTILE
CLEANOUTS FOR INLINE AND
CHMEN END OF RUN CLEANOUTS
REVISED: 1-12 ENGINEERING DEPARTMENT PATE No.:
FILE NAME:G:\ENG SPECS\5234 5234
24"x36" slab opening for Neenah
R3067-V or equal
1 I Note:
I o J 1- V Grate shown
\ / 2- VB Grates shall be used at all low
points.
Neenah R3067-V costing and
grate or equal.
PLAN Minimum of 2 maximum of 5-2"
fill Conc, collar concrete adjustment rings with full
beds of mortar.
�- Precast concrete or
HOPE adjusting rings.
A
E
cVaries
M
4'-0" Typ.
5"
v
L6.
6" precast reinforced concrete slob.
Top of barrel section under top slab
to have flat top edge sealed with
2 beads of Ramnek or equal.
All joints in manhole to have
"0" ring rubber gaskets.
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
both the outside and inside.
2. No block structures ore allowed.
Manhole steps, Neenah R1981J or
equal, 16" o.c., Aluminum steps
approved.
Minimum slab thickness, 6" for 14'
depth. Increase thickness 1" for
each 4' of depth greater than 14',
and reinforce with 6"x6" 10/10 mesh.
Grout bottom of manhole to 1/2
SECTION diameter at pipe and slope /
grout 2" toward invert.
CITYOF TYPICAL 4' DIAMETER
C�ANBI�SSEN CATCH BASIN MANHOLE
REVISED: 2-10 PLATE NO.:
ENGINEERING DEPARTMENT 3102
FILE NAME: G: ENG SPECS 3102
5 FT. MIN. LENGTH STEEL POST
AT 6 FT. MAX. SPACING
PLASTIC ZIP TIES
/GERTODE: FABRIC
WI
/ 36 DE
(50 LB. TENSILE)
LOCATED IN TOP 6
TIRE COMPACTION ZONE
i F«OW
FLOW
w
2�o
�w
m
OW
MACHINE SLICE
1rN
8" - 12" DEPTH
2
SILT FENCE, MACHINE SLICEDTO
5 FT. MIN. LENGTH STEEL POST I / ^GEOTEXTILE FABRIC
AT 6 FT. MAX. SPACING 36" WIDE
5 FT. MIN. LENGTH STEEL POST
AT 6 FT. MAX. SPACING
GEOTEXTILE FABRIC
PLASTIC ZIP TIES 36" WIDE
(50 LB. TENSILE) rFABRIC ANCHORAGE
LOCATED IN TOP 8'• / WITH T .BACKFILL
I THE TAMPED
NATURAL SOIL
FLOW 6"MIN. FLOW
Nr �
OW
ao
sm 6"MIN. IVVV"'�1
ow
SILT FENCE, HEAVY DUTY 1 2
FABRIC ANCHORAGE TRENCH. BACKFILL
WITH TAMPED NATURAL SOIL
0z
CL Z FLOW
a�-
Z 0 SILT FENCE TO BE PLACED
m 6' ON CONTOUR. SEE SLOPE/GRADE
M. IN. 1 \AND LENGTH CRITERIA BELOW
DO W
SILT FENCE, PREASSEMBLED t 2 1 VPE
_�Rt
/
LESS THAN 2% 100 FEET
2 - 5. % 75 FEET
5 -10% 50 FEET
NOTES:
10 - 20 % 25 FEET
SILT FENCE PER MNDOT SPECS, SOURCE 2005
GREATER THAN 20% 15 FEET
SEE SPECS. 2573 & 3886.
LOCATION OF SILT FENCE
Q To Protect Area From Sheet Flow
FOR SEDIMENT CONTROL
OMaximum Contributing Area: 1 Acre
SLOPE
VARIABLE
1:6 DESIRABLE
SILT FENCE NEAR TOE OF
SLOPE OUTSIDE OF
CONSTRUCTION LIMITS
LOCATION OF SILT FENCE
FOR PEREMITER CONTROL
bii 1 OF SILT
CHMSEK I FENCE
REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300
FILE NAME: G:\ENG\SPECS\5300
PL
4" Topsoil, Seed y 1 1
& Mulch or Sod. 1
Drointile
Surmountable -
Concrete Curb
NOTES
CL
30' 1 30'
15.5' to Back 15.5- to Back
- Wear Course to be 1/2"
Above Edge of Gutter
PL
I 1 1 i 3.0% 2.0% 1 7
1.5 : 1
1' Drointile
1 1/2"-MNDOT 2360 SPWEB340B
Tack Coat - 2357
2"-MNDOT 2360 SPNWB330B
12"-Class 5 Aggregate Base
24" MNDOT 3149.2E Select
Granular Borrow (*See Note 7)
1, Minimum Right -of -Way Required - 60'.
2. Maximum street grode 7.0%.
3. Minimum street grade 0.757
4. 4.0" Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface sholl be placed the next construction
season following placement of the bituminous
ous base.
7. A test roll of the prepared subgrade shall be performed by the owner
in the presence of a city inspector. The city has the authority to require
additional subgrade correction based on the test roll.
8. Drointile shall be placed along both sides of roadway. See plate 5232 for
details.
OF TYPICAL
bill i RESIDENTIAL
mmm STREET SECTION
REVISED: 4-14 PLATE NO.:
FILE NAME:G:\ENG\SPECS\5200 ENGINEERING DEPARTMENT 52QQ
0 Ap
PCB � R
1"-2" CLEAN CRUSHED ROCK
��..
0.
•- -O0
•e D FOR WOOD HIPS 00:
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
FILTER FABRIC
11 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
ffa OF ROCK
l,lil CONSTRUCTION
MMS13 ENTRANCE
REVISED: 1-10 PLATE NO.:
FILE NAME:G:\ENG\SPECS\5301 ENGINEERING DEPARTMENT 5301
I 6" 1 Distance to Et. variable
1/2
3"r 1 /2"r
Top Bituminous Material
=
=a
stope
3 4" er ft
\
8" 18"
MnDOT B618
Concrete Curb and Gutter
fill I Distance to `E variable
1/2"r-\
3"r 1/2"r
Top Bituminous Material
..: slope
0
3/4" per
MnDOT B612
Concrete Curb and Gutter
8" 12"
NOTE:
For Use Only with Private Driveways,
Parking Lots, or Medians.
28"R
12"R 16"
Top Bituminous Material
68"R
N
17 1/2^ 10 1/2"
Surmountable
Concrete Curb and Gutter
28"
4„ 4„
1 1/8"r
Bituminous
Surface
Bituminous Curb
N
fill Shoe Formed
i
OF
Cmplll
TYPICAL CURB
CM0
AND GUTTER
REVISED: 3-10
ENGINEERING DEPARTMENT
1PLATE
NO 5203
FILE NAME: G:\ENG\SPECS\5203
PROJECT NAME
PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY
RESIDENTIAL SUBDIVISION
DEVELOPER- NAME
PHONE NUMBER
CONTACT- NAME
PHONE NUMBER
PERMITTED CONSTRUCTION HOURS-MON.-FRI.
7AM-6PM
SATURDAY
9AM-5PM
ABSOLUTELY111 NO CONSTRUCTION ACTIVITY,
MAINTENANCE OR DELIVERIES
ALLOWED ON SITE OUTSIDE
OF THESE HOURS.
CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160
NOTES:
1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS.
2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES.
3. SIGN SHALL HAVE WHITE BACKGROUND WITH
BLACK LETTERING.
4. LETTER SIZE TO FIT 8' X 6' SIGN.
I
In"DEVELOPMENT
aMSEi INFO SIGN
REVISED:1-10 PLATE NO.:
FILE NAME:G:\ENG\SPECS\5313 ENGINEERING DEPARTMENT 5313
REV. NO. I DATE BY DESCRIPTION DESIGNED DRAWN l hereby certify that this plan, specification, or report was prepared by www.ottoassociates.com PROJECT NO.
P. E. 0. T. J. B. me or under my direct supervision and that I am a duly Licensed THE ARBORS SECOND ADDITION DETAILS Professional Engineer under the laws of the State of Minnesota. 9 West Division Street 17-0442
CHECKED BuffaloTTo (763)6, -4727MN 3 PETER & D EAN N A B RAN DT
(763)682-4727
P. E. 0. Paul E. Otto QSOCIATES Fax: (763)682-3522 C H A N H AS S E N M N DATE:
License # 40062 Date. 2-16-f8 E Land Surveyors, Inc. ' SHEETNO. 9 OF 9 SHEETS 2-16-18
CITY OF CHANHAS
RECEIVED
FES 16 2018
CHANHASSEN PLANNING
Vicinity Map
Not to Scale
SEC. 34. T. 119. R. 22
Lake
Minnewoshto
PROPERTY_
LOCA TION
THE ARBORS SECOND ADDITION
0 130 1 60
Feet
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
5 �I
o i i�5 0
�1
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED,
AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 5 FEET IN
WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT
LINES, AS SHOWN ON THE PLAT.
h �-r ITI�i V
2
Bearing Note:
The North line of Lot 1, Block 3, THE ARBORS, Carver County, Minnesota,
is assumed to bear S89 43'07"E.
• denotes 112" iron monument found with Cop No. 40062 (Unless otherwise noted)
O denotes 112 inch by 14 inch iron pipe set
and marked by License number 40062.
IN
m
I
Drainage and Utility
Easement per theme,:.,'. \
S89 43'07"E 336f Plot THE ARBORS\ 4 O
\ \� 74t r--�-------------------262.28------------=- - 6'02 R=60�
\� \ �\ Chd=g639 \
e'9=S87.33'0� E o
10 06
N
10
1 I
d=5'02 32" 1 -
�� R=270.00 L=2376 1.
\ \ \\ - - - - --A
II\ - - - - - - - - - - - - - - - - - - - - - - /
I \ \---------- - - - - -- 325.59---------- -7
I 1 --- S8638'35"W 379t _------------ I
53t' ---- 110
Present_... I 1
Shorelin1 W ?
�. to /
N I f t00 ^t
at I n
O I tcnt
kn L N c
l I� i
all
o.�
—
rn O O N
w� Survey Line I
I rl O�
LjLj
1-----___- - - - - - - - -
----------------___9486
I
r0
------------ \
--------- �
\\rn------------------I
N
ri
-�d=OSI'26'
R=270.00 L=4.04
oWi° I I N I o C,
'1i �rno II '\ � \ � I
W III
\ Wet Land-.4 0
. i I I1
R ab fly
W 3 I �` � � I � V h c'
''\ r 5 I t0
�Q 3z I I \`\ \ 1 10 Iq ` J
_ Z
=o a
- J
l \. Drainage and Utility
Easement per th0
e N
/
N
r `1 Plot THE ARBORS
I - J �,.
N89 40'46 "E 366t
/ L)IA A
—7^TI
" 1 rJ
C.R. DOC. NO
KNOW ALL PERSONS BY THESE PRESENTS: That Peter T Brandt and Deanna 0. Brandt, husband and wife, fee owners of the
following described property.
Lot 1, Block 3, THE ARBORS, Carver County, Minnesota, according to the record plot thereof.
Have caused the some to be surveyed and plotted as THE ARBORS SECOND ADDITION and do hereby dedicate to the public for
public use the public ways and the drainage easements and utility easements as created by this plot.
In witness whereof said Peter T. Brandt and Deanna 0. Brandt, husband and wife, hove hereunto set their hands this
--- day of ---- ---• 20-----
Peter T Brandt
STATE OF _ __________________
COUNTY OF ----------------------
The foregoing instrument was acknowledged before me this _
and Deanna O. Brandt, husband and wife.
--------------
(Notary Signature)
----------------------------------
Deanna 0. Brandt
day of _______________, 20------- by Peter T. Brandt
-------------------------------------
(Notor;PPririnted Nome)
Notary Public, __ -_-_____-
My Commission expires _____________________
I A I SURVEYORS CERTIFICATE
VV
1, Paul E. Otto, do hereby certify that this plot was prepared by me or under my direct supervision; that I am a duly
Licensed Land Surveyor in the State of Minnesota; that this plot is a correct representation of the boundary survey, that all
mathematical data and labels ore correctly designated on this plot; that all monuments depicted on this plat hove been, or
will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section
505.01, Subd. 3, as of the dote of this certificate are shown and labeled on this plot; and all public ways are shown and
labeled on this plot.
Doted this ---------- day of ___________________________, 20____.
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Benchmork:
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Top Nut of Hydrant
Elevation=1004.97 Feet
(N. G. V. D. 1929)
--------------------------
Paul E. Otto, Licensed Land Surveyor
Minnesota License Number 40062
STATE OF MINNESOTA
COUNTY OF WRIGHT
This instrument was acknowledged before me on
(Notary Signature) ---
(Notary Printed Name)
Notary Public, ------
My Commission Expires:
CHANHASSEN, MINNESOTA
by Paul E. Otto.
This plot of THE ARBORS SECOND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota
at o regular meeting thereof held this ___________ day of _____________, 20--_--, and is in compliance with the
provisions of Minnesota Statutes, Section 505.03, Subd. 2.
CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
Mayor By.
County Surveyor, Carver County, Minnesota
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this
20_-___.
Brian E. Proske, County Surveyor
By--------------------
County Auditor/Treasurer, Carver County, Minnesota
l hereby certify that taxes payable in ____ _____
Doted this ----- day of _-__--_____ 20____.
Laurie Davies, County Auditor/Treasurer
By-------------------------
Clerk
day of
- and prior years hove been paid for land described on this plat.
County Recorder, Carver County, Minnesota
I hereby certify that this plot of THE ARBORS SECOND ADDITION was filed this _---_ day of
20_____- at ______ o'clock-___.M. as Document No. __________________.
Kaaren Lewis, County Recorder
By--------------------
TTo
SSOCIATES
Engineers & Land Surveyors, Inc.
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