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CAS-10_ARBORETUM BUSINESS PARK 7TH ADDITION - MAMAC SYSTEMS
CAS-10_ARBORETUM BUSINESS PARK 7TH ADDITION - MAMAC SYSTEMSV
10—
CITY OF
CHONSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone:952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park A Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phase: 952227.1400
Fac 952.227.1404
Planning d
Natural Resources
Phone:952.227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax 952.227.1110
Web Site
www.ci.chanhassen.mn.us
May 30, 2007
Mr. Joe Smith
Chaska Gateway Partners, LLP
c/o Steiner Development, Inc.
3610 County Road 101
Wayzata, MN 55391
Re: Arboretum Business Park 7d' Addition — Planning Case 07-10
Dear Mr. Smith:
This letter is to confirm that on May 29, 2007, the Chanhassen City Council
approved the following:
A. Preliminary and Cmal plat for two lots and one outlot (Arboretum Business
Park 7d Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007,
subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs
must either be removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing
the "wetland trail" Connection points for this new trail shall be the terminus
of the Trotters Ridge trail, the intersection of Century Boulevard and West
82°d Street, and the intersection of Century Boulevard and Water Tower Place.
Bid documents, including plans and specifications, shall be approved by the
Park & Recreation Director and City Engineer prior to soliciting bids. Project
bidding shall occur in a competitive environment with a minimum of three
bids being received. The results of the bidding process shall be reviewed with
the Park & Recreation Director and City Engineer prior to award. Cash
payment for trail construction shall be made from the City of Chanhassen to
Steiner Development upon completion, inspection, and acceptance of the trail.
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park
7d' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated
to the City to accommodate the "wetland trail'.
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the
recording of the final plat.
WANNCO
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
Mr. Joe Smith
Arboretum Business Park 7`" Addition
Planning Case 07-10
May 30, 2007
Page 2 of 4
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a
required bridge crossing and typical construction cross section for a 10-foot wide trail prior
to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge
signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge.
The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The fast
20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised
to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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 (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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
Date"'Winch rock over each cover may be used. Once casting of inlets takes place, inlet controls
Mr. Joe Smith
Arboretum Business Park 7`s Addition
Planning Case 07-10
May 30, 2007
Page 3 of 4
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838.
20. The developer may dedicate Oudot A, Arboretum Business Park 70' Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site design
is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations
verifying that the proposed design meets the pond design assumptions and meets other
agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension.
B. Conditional Use Permit for development within the Bluff Creek Corridor subject to the
following conditions:
1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the
setback from the primary zone cannot be disturbed. The plans shall be revised to show the
Mr. Joe Smith
Arboretum Business Park 7th Addition
Planning Case 07-10
May 30, 2007
Page 4 of 4
primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer
area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area
adjacent to the primary zone, a variance will be required.
2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
C. Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with a variance
to permit only 32 percent building transparency on the western building elevation and with a 20-foot
setback variance for the drive aisle in the southeast comer of the site for development within the
Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7th Addition, plans prepared by
Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007.
Two signed mylar copies of the final plat shall be submitted to our office for signatures. Two
1 "=200' scale mylar reductions of the final plat and one 1"=200' scale mylar reductions 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) of the final plat shall
be submitted. You will also need to submit trail easement(s) and a warrantee deed conveying the
Outlot A to the City to be recorded. Finally, a check payable to the City of Chanhassen in the
amount of $113,088.00 shall be submitted to cover the GIS fee ($60.00), park fees ($10,190.00)
and SWMP fees ($102,838.00).
The City will submit all the necessary documents to Carver County for recording of the
subdivision. If you have any questions or need additional information, please contact me at
(952) 227-1131 or benerous@ci.chanhassen.mn.us.
Since
Robert Generous, AICP
Senior Planner
,lei TrI11
ec: Kate Aanenson, Community Development Director
Alyson Fauske, Assistant City Engineer
Jerry Mohn, Building Official
giplan\2007 planning ca5 s\07-10 arboretum business park 7th addition-mamac systems\approval letter plat and cup-doc
0%-10
May 30, 2007
S. Asim Gul
CITY OF
Mamac Systems
7400 Flying Cloud Drive
C1OII SEN
Minneapolis, MN 55344-3720
7700 Market Boulevard
Re: Mamac Systems
PO Box ssen,M 7
Chanhassen, MN 55317
Planning Case 07-10
Administration
This letter is to confirm that on May 29, 2007, the Chanhassen City Council
Phone:952227.1100
approved the following:
Fax:952227.1110
Building Inspections
Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with
Phone: 952.227,1180
a variance to permit only 32 percent building transparency on the western building
Fax:952.227.1190
elevation and with a 20-foot setback variance for the drive aisle in the southeast
Engineering
comer of the site for development within the Bluff Creek Corridor on Lot 1, Block
Rm:952227.1160
1, Arboretum Business Park Id' Addition, plans prepared by Clark Engineering
Fax:952.227.1170
Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007,
Finance
subject to the following conditions:
Phone: 952227.1140
Fax:952,227.1110
1. The developer shall enter into a site plan agreement with the City and provide
Park a Recreation
the necessary security to guarantee erosion control, site restoration and
Phone: 952.227.1120
landscaping.
Fax: 952.227.1110
Recreation Center
2. The future building expansion shall continue the same architectural detailing
2310 Coulter Boulevard
Phone:952.227,1400
and window treatment as the initial 35,000 square -foot building.
Fax:952.227.1404
3. The developer shall extend a sidewalk from the building to the trail on
Planning 8
Natural Resources
Century � p Boulevard and include pedestrian ramps at all curbs. The monument
Phone:952.227.1130
sign shall be relocated to the north side of the driveway access; and a sidewalk
Fax:952.227.1110
installed on the south side of the driveway access.
Public Works
1591 Park Road
4. The developer shall incorporate a gathering space in the eastern portion of the
Phone:952227.1300
site including benches and/or tables overlooking the natural areas to the east.
Fax:952.227.1310
Senior Center
5. The developer shall submit a plan for the restoration of areas adjacent to the
Phone:952227.r25
Bluff Creek Corridor with species consistent with the City's Bluff Creek
Fax 952.227.1110
Watershed Natural Resources Management Plan.
Web Site
www.nchanhassemmn.us
6. The parking lot drive aisles on the eastern and southeastern side of the
building shall be reduced to 26 feet.
7. The building is required to have an automatic fire extinguishing system.
8. The building plans must be prepared and signed by design professionals
licensed in the State of Minnesota.
9. Four (4) accessible parking spaces must be provided.
SCANNED
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play.
S. Asim Gul
Mamac Systems — Planning Case 07-10
May 30, 2007
Page 2 of 4
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the
east and south sides. The remaining area shall be seeded with a native seed mix approved by
the City. If necessary, erosion control materials will be required on the seeded areas.
13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
14. 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.
15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
17. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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 (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.
OWAA30
S. Asim Gul
Mamac Systems — Planning Case 07-10
May 30, 2007
Page 3 of 4
18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
21. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
23. The private storm sewer should be realigned so that it will not lie within the footprint for the
future expansion.
24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations
and construct a concrete apron per City Detail Plate 5207.
25. The site developer must replace the catch basin casting at the northern access with a
surmountable casting.
Enclosed is a site plan agreement that must be executed by S. Asim Gul. Note that if there is a
mortgage holder on the property, they will need to sign the mortgage holder consent at the end of
the agreement. Return the agreement to me for City execution and recording at Carver County
within 120 days of the approval (by August 26, 2007). The required security specified in the site
plan agreement shall be submitted prior to the City issuing a building permit. As part of the
building permit plan submittal, the plans shall be revised to show the primary zone boundary, the
40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone.
S. Asim Gul
Mamac Systems — Planning Case 07-10
May 30, 2007
Page 4 of 4
A copy of the executed agreement will be returned for your files. If you have any questions or
need additional information, please contact me at (952) 227-1131 or
bgenerous@ci.chanhassen.mn.us.
Sincerel
Robert Generous, AICP
Senior Planner
Enclosure
ec: Kate Aanenson, Community Development Director
Alyson Fauske, Assistant City Engineer
Jerry Mohn, Building Official
g:)planX2007 planning casesW-10 Arboretum Business Park 7th Addlapproval letter site plan.doc
CITY OF CHANHASSEN
SITE PLAN PERMTI' # 07-10
SPECIAL PROVISIONS
AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation, (the "City"), and S. Asim Gul, (the 'Developer').
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the
"project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7th Addition.
2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800
square -foot office/warehouse building with a variance to permit only 32 percent building
transparency on the western building elevation and with a 20-foot setback variance for the drive
aisle in the southeast comer of the site for development within the Bluff Creek Corridor on
condition that the Developer enter into this Permit and famish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan B-- Grading Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07.
Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07.
4. Time of Performance. The Developer shall install all required screening and landscaping
by June 30, 2008. The Developer may, however, request an extension of time from the City. 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.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
(boulevard restoration, erosion control, landscaping and street repari). If the Developer
requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer
shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. 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 certified mail at
the following address:
S. Asim Gul
7400 Flying Cloud Drive
Minneapolis, MN 55344-3720
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.
7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot,
on -story officetwarehouse building to be constructed in two phases subject to the following
conditions:
a. The developer shall enter into a site plan agreement with the City and provide the
necessary security to guarantee erosion control, site restoration and landscaping.
b. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
c. The developer shall extend a sidewalk from the building to the trail on Century Boulevard
and include pedestrian ramps at all curbs. The monument sign shall be relocated to the
north side of the driveway access; and a sidewalk installed on the south side of the
driveway access.
d. The developer shall incorporate a gathering space in the eastern portion of the site
including benches and/or tables overlooking the natural areas to the east.
e. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural
Resources Management Plan.
f. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
g. The building is required to have an automatic fire extinguishing system.
h. The building plans must be prepared and signed by design professionals licensed in the
State of Minnesota.
i. Four (4) accessible parking spaces must be provided.
j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control
Agency) and comply with their conditions of approval.
k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
The applicant shall extend the sod line only 15 feet from the edge of the parking lot on
the east and south sides. The remaining area shall be seeded with a native seed mix
approved by the City. If necessary, erosion control materials will be required on the
seeded areas.
m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
n. 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.
o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
q. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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:
3
Tyne 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.)
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.
Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
s. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
u. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
v. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
w. The private storm sewer should be realigned so that it will not lie within the footprint for
the future expansion.
x. The site developer for Lot 1 must remove the curb and gutter at the approved access
locations and construct a concrete apron per City Detail Plate 5207.
y. The site developer must replace the catch basin casting at the northern access with a
surmountable casting.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
�b
Thomas A. Furlong, Mayor
Todd Gerhardt, City Manager
DEVELOPER:
BY:
S. Asim Gul
Its
STATE OF MINNESOTA )
(ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this_day of , 200_,
by Thomas A. Furlong, 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
20_ by S. Asim Gul.
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
C= OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITION
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct 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, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. 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 site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion 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 control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion 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 there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. 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.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall
be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
0
7. Responsibility for Costs.
A. 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 site
plan 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 attomeys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. 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 fast
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.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporaryjob site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severabih . If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancv. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
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. Recordine. This Permit shall run with the land and may be recorded against the title to the
property
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every
7
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.
I Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. 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 site plan 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.
L. Compliance with Laws, Ordinances, and Regulations In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. 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 too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. 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.
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this day of 20_
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
20,by
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
NOTARY PUBLIC
0
O—I —►O
MEMORANDUM
TO: Todd Gerhardt, City Manager
ClTT TYOF
FROM: Bob Generous, Senior Planner
CIMUSSEN
s
DATE: May 29, 2007
7700 Market Boulevard
PC Bo147
Chanhassen%MIN 55317
SUBJ: Arboretum Business Park 70' Addition and Mamac Systems
Planning Case #07-10
Administration
PFax:952,227.11100
Fax: 952.227.1110
EXECUTIVE SUMMARY
Building Inspections
The proposed development includes the subdivision (preliminary and final plat) of
Phone: 952.227.1180
12.22 acres into two developable lots and one outlot for a stormwater pond; a
Fax: 952.227.17.1190
conditional use permit for development within the Bluff Creek corridor; and a site
Engineering
plan review for a 51,800 square -foot officetwarehouse/manufacturing building
PFax:952.2.271170
with a variance from the window requirement and from the Bluff Creek primary
Fax: 952.227.1170
zone setback to a drive aisle to access the parking area on the east side of the
Finance
building.
Phone: 952.227,1140
Fax 952.227.1110
ACTION REQUIRED
Park d Recreation
Phone:952,227.1120
City Council approval requires a majority of City Council present.
Fax: 952.227.1110
Recreation Center
PLANNING COMMISSION SUMMARY
2310 Coulter Boulevard
Phone: 952.227.1400
Fax:952.227.1404
The Planning Commission held a public hearing on May 15, 2007 to review the
proposed development. The Planning Commission voted 7 for and 0 against a
Planning 6
Natural Resaurces
motion recommending approval of the proposed development. The Planning
Phone:952.227.1130
Commission minutes are attached.
Fax: 952.227.1110
Public works
There were no issues or concerns raised regarding the proposed development as part
1591 Park Road
of the public hearing process.
Phone: 952.227.1300
Fax:952.227.1310
RECOMMENDATION
Senior Center
Phone:952.227,1125
Staff recommends adoption of the three motions as specified on pages 16 - 21 in
Fax: 952.227.1110
the staff report dated May 15, 2007 approving the project.
Web Site
www.d.chanhassenni us
ATTACHMENTS
Resolution Approving the Final Plat for Arboretum Business Park 7d'
Addition.
2. Planning Commission Staff Report Dated May 15, 2007.
3. Planning Commission Minutes dated May 15, 2007.
gAplan\2007 planning cases\07-10 arboretum business park 7th addition -maniac systems\executive summary.doc
SCANNED
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
DATE:
MOTION BY:
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
RESOLUTION NO:
BY:
A RESOLUTION APPROVING A FINAL PLAT
CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION,
CHASKA GATEWAY PARTNERS, LLP
WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their
property into two lots of 4.% and 5.23 acres and an outlot of 2.03 acres; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code and the Arboretum Business Park Development Design Standards; and
WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15,
2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves the final plat for Arboretum Business Park 7d' Addition (Planning Case #07-10) for the
Chaska Gaateway Partners, LLP, property legally described as Outlot C, Arboretum Business
Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7`s Addition, as
shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City,
subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the
"wetland trail." Connection points for this new trail shall be the terminus of the Trotters
Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the
intersection of Century Boulevard and Water Tower Place. Bid documents, including
plans and specifications, shall be approved by the Park & Recreation Director and City
Engineer prior to soliciting bids. Project bidding shall occur in a competitive
environment with a minimum of three bids being received. The results of the bidding
process shall be reviewed with the Park & Recreation Director and City Engineer prior to
award. Cash payment for trail construction shall be made from the City of Chanhassen to
Steiner Development upon completion, inspection, and acceptance of the trail.
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7"' Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to
accommodate the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of
the final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for
a required bridge crossing and typical construction cross section for a 10-foot wide trail
prior to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer
edge signs, under the direction of City staff, before construction begins and shall pay the
City $20 per sign. All structures shall maintain a setback of at least 40 feet from the
wetland buffer edge. The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The
first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be
revised to show the primary zone boundary, the 40-foot setback from the primary zone
and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within
the 20-foot buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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 Sloe
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.)
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as -needed. Provisions for street cleaning shall be included in the
SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is
$102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7`s Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site
design is consistent with the preliminary plat assumptions, and that the pond meets
NPDES requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit
calculations verifying that the proposed design meets the pond design assumptions and
meets other agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension.
Passed and adopted by the Chanhassen City Council this 29`h day of May, 2007.
ATTEST:
Todd Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor
YES
all
ABSENT
g:\plan\2007 Planning Commission\07-10 Arboretum Business Park 7" Addition\Resolution ABP Vh Add
rd
STAFF REPORT
PROPOSAL:
• Subdivision approval for two lots and one outlot (Arboretum Business Park 70' Addition);
• Conditional Use Permit for development within the Bluff Creek Corridor,
• Site Plan approval for a 51,800 square -foot officetwarehouse building (Maniac Systems) proposed in two
phases of 35,000 and 16,800 square feet of building area with Variances.
LOCATION: Northeast comer of Century Boulevard and West 82°d Street
APPLICANT: Chaska Gateway Partners, LLP S. Asim Gul
c/o Steiner Development, Inc. 7400 Flying Cloud Drive
3610 County Road 101 Minneapolis, MN 55344-3720
Wayzata, MN 55391 (952) 835-1626
(952)475-5122
PRESENT ZONING: Planned Unit Development (PUD)
2020 LAND USE PLAN: Office/Industrial and Parks/Open Space
ACREAGE: 12.22 acres DENSITY: F. A. R. 0.24
SUMMARY OF REQUEST: The developer is proposing subdivision of the Outlot into two lots and one outlot
and site plan approval for a 35,000 square -foot building with a future expansion of 16,800 square feet (total
building area is 51,800 square feet).
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat
meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards.
the City must approve the preliminary plat. This is a quasi judicial decision.
The City has limited discretion in approving or denying conditional use permits, based on whether or not the
proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all
the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial
decision.
The City's discretion in approving or denying a site plan is limited to whether or not the proposed project
complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site
plan. This is a quasi-judicial decision.
The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets
the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a
variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision.
Location Map
Arboretum Business Park 7th Addition
Village
St.
BLVD
city
Mamac Systems
Planning Case 07-10
City of Chanhassen
Arboretum BouWa d
ARBORETUM
a - 4 Autumn Ridge Ct
m' 5 Autumn Ridge Ln
6 Autumn Ridge Way
U
BDu�e�atd
OULTER BLVD COU\w
SUBJECT
PROPERTY
Chanhassen
Nature
Preserve
SCANNED
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 2 of 21
PROPOSAUSUMMARY
The proposed development includes the subdivision of 12.22 acres into two developable lots and
one outlot for the stormwater pond. A conditional use permit for development within the Bluff
Creek corridor is required. Additionally, a 51,800 square -foot office/warehouse/manufacturing
building is proposed on the southerly of the two lots. The budding is proposed to be built in two
phases with 35,000 square feet initially, then an additional 16,800 square feet as a second phase. As
part of the site plan review, the applicant is requesting a variance (down to 32 percent transparency)
from the 50 percent transparent window and doors requirement on the western building elevation,
and a setback variance of 20 feet from the 40-foot setback requirement from the Bluff Creek
primary zone in the southeast comer of the site to permit the drive aisle to the parking area on the
east side of the building.
The project is located with the Arboretum Business Park development. The property to the north
and east is part of the 100-acre complex owned by the City for permanent open space. To the south
is office and industrial development within the City of Chaska. To the west are Century Boulevard
and the Heartland America building.
The high point on the site with an elevation of 983 is located in the west central portion of the
property across from the driveway to the Heartland America building. The low point on the
property is located in the northeast comer of the site with an elevation of 943. A wooded area is
located along the eastern property line and is part of the Bluff Creek primary zone. A wetland,
Arboretum Business Park 7 h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 3 of 21
extending beyond the borders of the site, is located along the northern property line. An existing
regional stormwater pond is located on the south side of the parcel. Prior to the development of the
Arboretum Business Park, the open portion of the site was cultivated for field crops.
The proposed subdivision complies with the Chanhassen City Code and the Arboretum Business
Park standards. Staff is recommending approval of the subdivision, the conditional use permit
and the proposed site plan with the variance to the fenestration requirement and a variance to the
Bluff Creek primary zone setback for the access drive aisle subject to the conditions of the staff
report.
APPLICABLE REGUATIONS
Chapter 18, Subdivisions
Chapter 20, Article II, Division 3, Variances
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article IV, Division 2, Conditional Use Permits
Chapter 20, Article VI, Wetland Protection
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office -
Institutional Developments
Chapter 20, Article XXXI, Bluff Creek Overlay District
Arboretum Business Park Development Standards
BACKGROUND
On December 10, 2001, the City approved an amendment to the Planned Unit Development
(PUD #92-6) Development Contract/PUD Agreement for Arboretum Business Park
incorporating printing as a light industrial use; permitting indoor recreation/health clubs and
recording studios in the existing office -industrial buildings in the project; and prohibiting
vocational schools, public buildings (except in Outiots A and B), screened outdoor storage, and
food processing.
On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning
approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the
PUD #92-6 granting final plat approval for Arboretum Business Park.
On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate
the summary of issues and mitigation plan contained in this staff report, that the revisions to the
Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that
the revised AUAR be adopted by the City.
On May 27, 1997, the City Council approved the following:
• Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned
Unit Development, PUD.
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 4 of 21
Approved the preliminary PUD #92-6 for an office/industrial business park and preliminary
plat approval for 12 lots, 2 outlots and associated right-of-way subject to the plans dated
April 4, 1997, revised May 23, 1997,with conditions.
The City Council approved a Wetland Alteration Permit for Gateway Business Park subject
to the conditions of preliminary PUD #92-6 approval.
The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit
Development site subject to conditions.
SUBDIVISION REVIEW
The developer, Chaska Gateway Partners, is proposing the creation of two lots and one outlot. This
parcel was originally preliminary platted as one lot. Since the developer is proposing the creation of
an additional lot and outlet, the requests exceeds the previous approval and must be treated as a new
subdivision. Sewer and water service, storm water ponding and public streets were provided as part
of a previous phase of the Arboretum Business Park development.
GRADING, DRAINAGE AND EROSION CONTROL
The high point of the property currently lies on the central portion of Lot 1 with gentle slopes
extending to the south, east and north. The grades become steeper on the northern portion of Lot
2 as the grade drops toward the wetland. The developer proposes to mass grade the site. Fill for
Lot I will come from Lot 2 and from the Heartland building expansion across Century
Boulevard.
Runoff from Lot 1 will be treated in the pond within Outlot A, which was constructed with the
fast phase. The developer's engineer must submit hydrology calculations that verify that the site
design is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
The grading plan does not include any ponding for Lot 2, which currently drains overland to the
existing wetland to the north, consistent with the preliminary plat plans. The developer has
indicated that storm sewer will be installed when Lot 2 develops. This storm sewer will
discharge to the existing pond in the southeast corner of Century and Coulter Boulevards. When
a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying
that the proposed design meets the pond design assumptions and meets other agency
requirements (e.g. NPDES Phase 2 permit).
EROSION AND SEDIMENT CONTROL
Storm Water Pollution Preventive Plan (SWPPP)
The general notes on erosion and sediment controls are incomplete. A new SWPPP should be
developed by the engineer for the site. The SWPPP must be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained through
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 5 of 21
the MPCA Storm Water Web Site. The SWPPP should include all details, sequencing of the
project and seeding and mulching specifications.
Erosion Control
Temporary and permanent erosion control plans and details must be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. Erosion control blanket should be installed on all slopes greater than or equal to 3: L
All exposed soil areas should 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.
Sediment Control
Inlet controls are needed for all inlets throughout the project and should be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches
of/, -inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
must be installed within 24 hours. Inlet protection must be maintained on a regular basis. The
plans and SWPPP should be revised to include standard details for all inlet protection devices.
Manholes with two -foot sumps should be installed as the last road -accessible structures prior to
discharge into the stormwater pond. This will help to prolong the maintenance interval of the
proposed stormwater pond.
Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands and stormwater ponds;
Chanhassen Type 1 silt fence should be used around the remaining areas. All areas of silt fence
shown on the plan that are not parallel to the proposed contours of the property must to have J-
Hooks installed every 50 feet.
The existing stormwater pond and areas downstream of the pond must be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so
sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly
released.
Street cleaning of soil tracked onto public streets should include daily street scraping and street
sweeping as -needed. Provisions for street cleaning should be included in the SWPPP.
Arboretum Business Park 7 h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 6 of 21
Easements
Drainage and utility easements (minimum 20 feet in width) should be provided over all existing
and proposed storm water infrastructure.
SURFACE WATER MANAGEMENT FEES
Based on the proposed developed area of 10.19 acres, the total SWMP fee, due payable to the
City at the time of final plat recording, is $102,838.
OTHER AGENCIES
The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e.,
Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and
comply with their conditions of approval.
WETLANDS
One Ag/Urban wetland basin exists on -site. Schoell and Madson, Inc. delineated the wetlands in
2007. Wetland 1 is located in the northeast portion of the site. No impact is proposed to this
basin.
A wetland buffer with a minimum width of 16.5 feet must be maintained around all Ag/Urban
wetlands. Wetland buffer areas should 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. All
structures must maintain a setback of at least 40 feet from the wetland buffer edge. The wetland
buffer setback should be shown on the plans.
UTILITIES
Eight -inch diameter sanitary sewer and watermain were stubbed out from Century Boulevard
with City Project 97-1. The property was assessed for these improvements; the assessment has
been paid.
The development plans show the services for Lot 1 extending from these stubs. The developer
has indicated that services for Lot 2 will be extended from the existing trunk watermain and
lateral sanitary sewer within Century Boulevard. Upon approval of the site plan for Lot 2, the
applicant must post an escrow for the street repair required for the utility service extension.
Privately owned and maintained storm sewer will be installed within Lot 1. The private storm
sewer should be realigned so that it will not lie within the footprint for the future building
expansion.
Arboretum Business Park 71h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 7 of 21
STREETS
Access for both parcels will be from Century Boulevard, a major collector. The recommended
access spacing along Century Boulevard is 200 feet. The curb and gutter on Century Boulevard
is not surmountable; therefore, the site developer must remove the curb and gutter at the
approved access locations and construct a concrete apron per City Detail Plate 5207.
The southern access to Lot 1 aligns with the existing access to the Heartland building. The
northern access to Lot 1 is approximately 150 feet north and will serve as a tractor -trailer access.
Staff supports the proposed northern access since it will be primarily used for tractor -trailer
delivery vehicles. The site developer must replace the catch basin casting at the northern access
with a surmountable casting.
The plans do not identify access locations for Lot 2. The frontage of Lot 2 is approximately 385
feet. Due to the presence of the wetland to the north of Lot 2, access cannot align with Water
Tower Place. Actual access location(s) to Lot 2 shall be considered with the site plan approval
process for Lot 2.
The drive aisle width east and southeast of the building should be reduced to 26 feet.
PARKS AND RECREATION
Trails
The developer shall be responsible for planning, engineering, and constructing the "wetland
trail." This trail follows an alignment generally described as the western edge of Outlot B,
Arboretum Business Park. Connection points for this new trail shall be the terminus of the
Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the
intersection of Century Boulevard and Water Tower Place. Portions of said construction will
occur off site of the Arboretum plat within land owned by the City of Chanhassen. Trail
easements within Outlot C will be required to accommodate the trail. A diagram depicting the
general alignment of the "wetland trail' is attached.
In consideration for this trail construction, the City shall compensate the developer full costs of
trail construction plus a 10% design and construction management fee. Bid documents,
including plans and specifications, shall be approved by the Park & Recreation Director and City
Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a
minimum of three bids being received. The results of the bidding process shall be reviewed with
the Park & Recreation Director and City Engineer prior to award. Cash payment for trail
construction shall be made from the City of Chanhassen to Steiner Development upon
completion, inspection, and acceptance of the trail.
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 8 of 21
In lieu of crediting trail fees against said trail construction, full trail fees shall be collected per
City ordinance for all lots in the A
City's trail dedication account —
the same account that will fund
the cash payment being made to
the developer for trail
construction. The cash trail fee
for Lot 1, Arboretum Business
Park 7a Addition is $4,960. The
cash trail fee for Lot 2,
Arboretum Business Park 7a'
Addition is $5,230.
The current plan submittal does
not include this trail. Future
submittals must depict an
agreed -upon trail alignment and
details for a required bridge
crossing and typical construction
cross section for a 10-foot wide
trail.
Parks
All park conditions of approval have been met for Arboretum Business Park 7a' Addition.
COMPLIANCE TABLE
Areas . ft.)
Frontage ft.
Depth ft
Notes
Code
43,560
200
200
Lot 1
215,986
344
517
4.96 ac.
Lot 2
227,852
383
648
5.23 ac.
Outlot A
88,560
2.03 ac. Storm water pond
Total
532,398
12.22 ac.
The proposed subdivision complies with the standards for the Arboretum Business Park and City
Code. Staff is recommending approval of the subdivision.
CONDITIONAL USE PERMIT
BLUFF CREEK OVERLAY DISTRICT
Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat,
vegetation and recreational opportunities through the center of the City. In December 1996, the
City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 9 of 21
(BCWNRMP). The plan was the culmination of several years of study and planning focused on
protecting the natural and recreational resources provided by the Bluff Creek corridor. The
BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands,
associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of
the watershed) as a tool to help protect the creek's natural resources. The primary and secondary
zones were mapped at that time using aerial photography to provide staff and the public with a
general idea of where the zones would lie.
Generally, properties within the Bluff Creek Overlay District are subject to the following
requirements:
1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration
and building within the Bluff Creek Overlay District.
2. Bluffs must be preserved as set forth in Article XXVIII of City Code.
3. Density transfer can be used to cluster development in areas where the location of the
primary zone makes portions of the site unsuitable for development.
4. Natural habitat areas within the primary zone must be preserved as open space.
5. The primary zone must be 100 percent open space.
6. All structures must be set back at least 40 feet from the primary zone.
7. The first 20 feet of the setback from the primary zone cannot be disturbed.
Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site
conditions. The plans should be revised to show the primary zone boundary, the 40-foot setback
from the primary zone and the 20-foot buffer area adjacent to the primary zone. It appears that
the applicant is proposing alteration within the 20-foot buffer area adjacent to the primary zone.
The grading is to accommodate drive areas adjacent to the primary zone. If alteration is
proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required.
Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
The project proposes construction of an access driveway within a portion of the Bluff Creek
Overlay District primary zone setback and grading within the buffer area. The encroachment
into the primary zone setback requires a variance. This driveway is necessary for safety
purposes to maintain separation between truck and automobile traffic. To mitigate for the
impacts to the primary corridor, the applicant should submit a plan for the restoration of areas
adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek
Watershed Natural Resources Management Plan. Additionally, the parking lot drive aisles on
the eastern side of the building shall be reduced to 26 feet to reduce the grading into the primary
zone setback and buffer (see attached findings of fact for variance justification).
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 10 of 21
GENERAL SITE PLAN/ARCHITECTURE
ARCHITECTURAL COMPLIANCE
The developer is proposing a one-story, 18-foot height, 51,600 square- foot
office/warehouse/manufacturing building on 4.96 acres. Building materials consists of rock face
block, aluminum storefront windows with canopies with a flat roof.
Size Portion Placement
Due to site topography and proposed grading, the main entry to the building is located on the
south elevation of the building. The entry is articulated by being recessed four feet from the
building fagade, and projected eight inches out from the face of the building with a parapet that
extends above the balance of the building parapet.
Material and Detail and Color
The developer is proposing the use of reddish/brown rock face concrete block as the primary
building material and limestone colored smooth face, single scored concrete block as the upper
building material. Storefront -type windows with silver aluminum framing with champagne -
colored canopies extend across the west and a portion of the south building elevation. Brown
metal coping tops the parapet. Vertical elements are provided by extending the base rock face
block in pilasters at regular intervals around the building. These columns project four inches out
from the face of the building.
Height and Roof Design
The project proposes a flat roof with a small parapet. The building is one story with the top of
the parapet 18 feet above grade.
Pitched roof elements include the use of canopies over the windows and the raised parapet above
the main entrance. The owner is not planning on having any exterior mechanical units. They are
planning on a hydronic system with heat recovery from their manufacturing equipment and an
internal chiller. (This company designs and manufactures control systems for commercial
HVAC systems).
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 11 of 21
Facade Transparency
50 percent of the first floor elevation that is viewed by the public shall include transparent
windows and/or doors. All other areas shall include landscaping material and architectural
detailing and articulation. The applicant is requesting an 18 percent variance from this
requirement. Site topography limits the ability to install more windows on the western building
elevation. In order to meet the window requirement, the developer would need to extend the
bottom of the window below grade or raise the top of the window into the roof structure of the
building or create an irregular window pattern across the western building elevation (see attached
findings of fact for variance justification).
Site Furnishing
Community features may include landscaping, lighting, benches, tables. The developer shall
incorporate a gathering space in the eastern portion of the site including benches and/or tables
overlooking the natural areas to the east.
Loading Areas, Refuse Area, etc.
Screening of service yards, refuse and waste removal, other unsightly areas and truck
parking/loading areas is accomplished through the location of this area on the north side of the
building with a rock -face block trash enclosure and wooden gate.
Landscaping
The proposed development preserves the trees within the primary zone located on the east and
southeast portions of the site.
Minimum requirements for landscaping include 4,862 square feet of landscaped area around the
parking lot, 19 trees for the parking lot, and bufferyard plantings along Century Boulevard, as
well as neighboring property lines. Applicant's proposed as compared to the requirements for
landscape area and parking lot trees is shown in the following table:
Required
Proposed
Vehicular use landscape area
4,862 s . ft.
4,862 s . ft.
Trees/ parking lot
19 overstory trees
8 overstory trees
Islands/parking lot
10 islands or peninsulas
13 islands/peninsulas
Century Blvd. bufferyard C
6 overstory trees
8 oversotry trees
300'
15 understory trees
0 understory trees
15 shrubs
18 shrubs
North property line
6 overstory trees
No plantings proposed
bufferyard B 480'
10 understory trees
18 shrubs
Arboretum Business Park 7 h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 12 of 21
Applicant does not meet minimum requirements for trees in the parking lot area or bufferyard
areas. Staff recommends that the applicant increase the number of trees in the parking lot and
bufferyards to meet minimum landscape requirements.
The applicant is proposing sod from the edge of the parking lot west to the edge of the woods
and south to the edge of the grading limits. Since both of these adjacent areas are natural and
undeveloped, staff recommends that the sod only be extended 15 feet beyond the pavement and
the remaining area be seeded with a native mix. If necessary, erosion control materials will be
required in the seeded areas.
Lot Frontage and Parking location
Parking is distributed around the building with 41 spaces west of the building, 9 south of the
building and 36 east of the building. No more than 50 percent of the parking shall be between
the front fagade and the primary street.
LIGHTING/SIGNAGE
Site fighting may be provided via 30-foot tall light poles/fixtures. A decorative, shoebox fixture
(high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be
used throughout the development area for area lighting. All lighting shall be shielded. Wall -
mounted units shall be shielded.
The developer is proposing 140 square feet of illuminated wall signage on the southwest corner
of the building. Wall signs shall be permitted per City ordinance for industrial office park sites.
Based on the wall area, this size sign complies with the sign ordinance standards. The developer
is also proposing an 8-foot tall monument sign at the entrance on Century Boulevard with 47.5
square feet of sign area, which would also comply with ordinance. The monument base would
be constructed of the same material as the building. Signage must include individual dimension
lettering. Lettering must be a minimum of'h inch in depth to be classified as dimensional
lettering. Flat panel signs are not permitted. Logos may only occupy 15 percent of the sign area.
A separate sign permit is required for each sign.
ACCESS
Access to the site is proposed via two driveways off Century Boulevard. The southerly access is
across from the access to the Heartland Building. The northerly site access is primarily for
trucks. The developer shall install a sidewalk from the building to the trail on Century
Boulevard. Pedestrian ramps shall be installed at all curbs along this pathway.
MISCELLANEOUS
The building is required to have an automatic fire extinguishing system. The building plans must
be prepared and signed by design professionals licensed in the State of Minnesota. Four (4)
accessible parking spaces must be provided. Detailed occupancy requirements cannot be
Arboretum Business Park 7a' Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 13 of 21
reviewed until complete plans are submitted. The owner and/or their representative shall meet
with the Inspections Division as soon as possible to discuss plan review and permit procedures.
Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 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. No burning permits shall be issued for trees
to be removed. Trees and shrubs must either be removed from site or chipped.
COMPLIANCE TABLE
Building Height
Building Setback
Parking stalls
PUD
3 stories
N-0'E*-40'
W-30'S*-40'
85
(Office 5/1,000 square feet: 7,000/1,000 x 5 = 35)
(Manufacturing 1/employee on largest shift: 50)
Parking Setback
Hard surface
Coverage
Lot Area
N-0'E*-40'
W-20'S*-40'
70%#
1 acre
* Setback from the Bluff Creek Primary Zone.
Mamac
1 story, 18 feet
N-50'E-151'
W-92'S-87'
86 stalls
N- 10'E-59'
W-20'S-20'@
52%
10.14 acres
@ The applicant is requesting a 20-foot variance for the drive aisle around the southeast corner
of the building on Lot 1, Block 1, Arboretum Business Park 7's Addition.
# Hard surface coverage must average 70 percent over the entire development. Individual lots
may exceed 70 percent site coverage. See table below:
Arboretum Business Park 7f6 Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 14 of 21
Project
Building
Lot Area
Impervious
Impervious
Notes
Area
(acres)
Area
Coverage
(square
(acres)
%
feet
Heartland (SPR
132,800
10.14
7.4
73
#97-6) and Planning
Case 07-05
Arboretum Business
113,600
9.2
6.4
70
Park Bldg II
SPR#98-4
Arboretum Citco
5,737
1.88
1.1
58
SPR#99-1
Steiner Bldg. 3
59,990
4.53
2.8
61
(SPR#99-13
Parker Hannalin
64,000
5.4
4.6
75
32,000 sq. ft. future
(SPR#01-06)
expansion included in
building area and site
coverage
Arboretum Auto
7,800
1.5
0.97
65
Services Center
SPR#01-08)
US Bank (SPR#02-
3,066
1.07
0.72
67
04
Kinder Care
10,434
1.81
0.81
45
Learning Center
SPR#02-05
Century Blvd. Court
10,366
1.14
0.59
52
SPR#03-01
Vengra Design
20,000
1.8
1.2
68
(SPR#03-04
Holiday Inn Express
53,000
3.13
1.7
54
SPR#03-08
Lifetime Fitness
309,000
22.18
15.5
70
2d of three buildings
(Planning Case 04-
under construction
22)
Arboretum Business
25,300
2.69
1.8
68
Not constructed
Center (Planning
Case 06-16)
Lot 1, Block 1
51,800
4.96
3.18
64
Proposed site plan
Maniac Systems
being reviewed,
(Planning Case 07-
includes expansion
10
Lot 2, Block 1, 7th
68,500 est.
5.23
3.7
70
Undeveloped
PUD Lot 2, Block 1
30,320 est.
2.32
1.6
70
Undeveloped
Arboretum Business Park 7's Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 15 of 21
Project
Building
Lot Area
Impervious
Impervious
Notes
Area
(acres)
Area
Coverage
(square
(acres)
%
feet)
PUD Lot 1, Block 3
8,800 est.
2.02
1.4
70
Undeveloped
Totals
974,513
83.03
54.87
66
Total Lot area
includes Outlot A,
ABP 7'hAddition
(2.03 ac.)
+}u+TTlzlifpwx�s LOTS I A 4
WWI' a I, RE9TpURANf——
e[�_ ,CARe CLWRS
LOT 5 ypcK. LOT 4 cl I. L T-lLw IEAtTx CIUB
Acl1
oFFICE RE9Tir LOT kd .l
wousrnuL .
MINOR CORPORATE K 23.40 pC HEADDUARIERS/ !„ OUTLOTA - LOTS = 88.65
PRODUCTION 1' )_44t��w 7 p Cv% 1905 AC PARK= 4R.36
ONVENTPA NFERENCEIC11 ^ Tr'k J /4 "' �. (Park ROW = 14.72
CENTER < 1 1 71 LOT 2 i 'LOT 3 l ` TOTAL = 151.73 ACRES
LL 4.48 AC I A40 AC / A•9R AC �j j\
LOT513 R.
/ Sr c yv
LOT53SR"+f
EG .6' TRIM LEND
viArmpusE "®
IRILffV SERVICE All AI % � ,y,r Np, '
}qk1�-.� , / \ OIItuRT • r"arsr 4T3 •-.. .
OFFICE .-LOT S I ' I °O1
-441 Klinri J I % LOT 1
WRASE PROPER TY�3K� TOJR2AC C 12.22 ACI
oFFxa: rJousTmAL A,s"'yk V..:tY t.,r J PUD PLAN
UT ="SERVICE Y��... - 7 � { D. O � ' ARBORETT{M BUSINESS
1 o-: PARK
GAS/CONVENIENCE I ��i. i J. CHANHASSEN,AW
RANKT 1ROO J �_ 2
DAYCARE
OFFICE LOT 1 �v _
CLINIC INWSTR4L OFFICE , MC 4
The proposed site plan, subject to the modifications contained in the staff report and approval of
the architectural variance, appears to meet or exceed the development design standards for
Arboretum Business Park.
OTHER AGENCIES
The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g.,
Carver County, Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control
Agency) and comply with their conditions of approval.
RECOMMENDATION
Staff and the Planning Commission recommends that City Council
adopt the following three motions and adoption of the attached findings of fact and
recommendation:
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 16 of 21
A. "The Chanhassen City Council approves the
Subdivision for two lots and one outlot (Arboretum Business Park 7d Addition), plans prepared by
Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the "wetland
trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail,
the intersection of Century Boulevard and West 82°a Street, and the intersection of Century
Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall
be approved by the Park & Recreation Director and City Engineer prior to soliciting bids.
Project bidding shall occur in a competitive environment with a minimum of three bids being
received. The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction shall be made
from the City of Chanhassen to Steiner Development upon completion, inspection, and
acceptance of the trail.
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7`h Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate
the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the
final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a
required bridge crossing and typical construction cross section for a 10-foot wide trail prior
to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge
signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge.
The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first
20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised
to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
Arboretum Business Park 7a' Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 17 of 21
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
Arboretum Business Park 7`s Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 18 of 21
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7"' Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site design
is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations
verifying that the proposed design meets the pond design assumptions and meets other
agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension."
B. "The Chanhassen Pimping Am City Council approves the
Conditional Use Permit, subject to the following conditions:
1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the
setback from the primary zone cannot be disturbed. The plans shall be revised to show the
primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer
area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area
adjacent to the primary zone, a variance will be required.
2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary."
C. "The Chanhassen City Council approves the Site Plan
for a 51,800 square -foot office/warehouse building (Maniac Systems) with a variance to permit
only 32 percent building transparency on the western building elevation and with a 20-foot setback
variance for the drive aisle in the southeast corner of the site for development within the Bluff
Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7's Addition, plans prepared by Clark
Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, subject
to the following conditions:
Arboretum Business Park 7`s Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 19 of 21
1. The developer shall enter into a site plan agreement with the City and provide the necessary
security to guarantee erosion control, site restoration and landscaping.
2. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard
and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north
side of the driveway access; and a sidewalk installed on the south side of the driveway
access.
4. The developer shall incorporate a gathering space in the eastern portion of the site including
benches and/or tables overlooking the natural areas to the east.
5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources
Management Plan.
6. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
7. The building is required to have an automatic fire extinguishing system.
8. The building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
9. Four (4) accessible parking spaces must be provided.
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the
east and south sides. The remaining area shall be seeded with a native seed mix approved by
the City. If necessary, erosion control materials will be required on the seeded areas.
13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
14. 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.
Arboretum Business Park 7's Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 20 of 21
15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
17. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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.
18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type I silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
21. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
Arboretum Business Park 7`h Addition/Mamac Systems
Planning Case 07-10
May 15, 2007
Page 21 of 21
22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
23. The private storm sewer should be realigned so that it will not lie within the footprint for the
future expansion.
24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations
and construct a concrete apron per City Detail Plate 5207.
25. The site developer must replace the catch basin casting at the northern access with a
surmountable casting."
ATTACHMENTS
1. Findings of Fact and Recommendation.
2. Development Review Application (Chaska Gateway Partners LLP).
3. Development Review Application (S. Asim Gul).
4. Variance Justification Mohagen Hansen.
5. Reduced Copy Preliminary Plat Arboretum Business Park 7`s Addition.
6. Reduced Copy Final Plat Arboretum Business Park 7`s Addition.
7. Reduced Copy Grading Plan Lot 2, Block 1, Arboretum Business Park 7"Addition.
8. Reduced Copy Grading, Drainage and Erosion Control Plan (Maniac Systems).
9. Reduced Copy Utility Plan (Mamac Systems).
10. Reduced Copy Architectural Site Plan & Landscape Plan (Mamac Systems).
11. Reduced Copy Floor Plan (Maniac Systems).
12. Reduced Copy Exterior Elevations (Mamac Systems).
13. Arboretum Business Park Development Design Standards.
14. Public Hearing Notice and Mailing List.
&\pian\2007 planning cases\07-10 arboretum business park 7th addition-mamac system \staff report abp 7th and mamac l.doc
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
II '
Application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision approval for
two lots and one outlot (Arboretum Business Park 7's Addition), Conditional Use Permit for
development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot
office/warehouse building (Maniac Systems) with Variances.
On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision
Approval for two lots and one outlot (Arboretum Business Park 7"' Addition), Conditional Use
Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800
square -foot office/warehouse building (Maniac Systems) with Variances. The Planning
Commission conducted a public hearing on the proposed subdivision preceded by published and
mailed notice. The Planning Commission heard testimony from all interested persons wishing to
speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Planned Unit Development (PUD).
2. The property is guided in the Land Use Plan for Office/Industrial and Parks/Open Space.
3. The legal description of the property is: Outlot C, Arboretum Business Park
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible
adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding
them are:
a. The proposed subdivision is consistent with the zoning ordinance;
b. The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan;
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water
drainage are suitable for the proposed development;
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by this
chapter;
e. The proposed subdivision will not cause environmental damage;
f. The proposed subdivision will not conflict with easements of record; and
g. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate storm water drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off -site public improvements or support systems.
5. Conditional Use Permit Findings:
a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or
general welfare of the neighborhood or the city.
b. Will be consistent with the objectives of the city's comprehensive plan and this chapter.
c. Will be designed, constructed, operated and maintained so to be compatible in appearance
with the existing or intended character of the general vicinity and will not change the
essential character of that area.
d. Will not be hazardous or disturbing to existing or planned neighboring uses.
e. Will be served adequately by essential public facilities and services, including streets,
police and fire protection, drainage structures, refuse disposal, water and sewer systems
and schools; or will be served adequately by such facilities and services provided by the
persons or agencies responsible for the establishment of the proposed use.
f. Will not create excessive requirements for public facilities and services and will not be
detrimental to the economic welfare of the community.
g. Will not involve uses, activities, processes, materials, equipment and conditions of
operation that will be detrimental to any persons, property or the general welfare because
of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash.
h. Will have vehicular approaches to the property which do not create traffic congestion or
interfere with traffic or surrounding public thoroughfares.
Will not result in the destruction, loss or damage of solar access, natural, scenic or
historic features of major significance.
j. Will be aesthetically compatible with the area.
k. Will not depreciate surrounding property values.
1. Will meet standards prescribed for certain uses as provided in this article.
6. Site Plan Review Findings:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
b. Is consistent with this division;
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing or developing areas;
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of interior
drives and access points, general interior circulation, separation of pedestrian and
vehicular traffic and arrangement and amount of parking.
f. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have substantial
effects on neighboring land uses.
7. The Board of Adjustments and Appeals shall not recommend and the City Council shall not
grant a variance (for transparent windows and doors) unless they find the following facts:
a. That the literal enforcement of this chapter would cause an undue hardship. Undue
hardship means that the property cannot be put to reasonable use because of its size,
physical surroundings, shape or topography. Reasonable use includes a use made by a
majority of comparable property within 500 feet of it. The intent of this provision is not to
allow a proliferation of variances, but to recognize that there are pre-existing standards in
this neighborhood. Variances that blend with these pre-existing standards without departing
downward from them meet these criteria.
Finding: The literal enforcement of the fenestration standards would cause an undue
hardship due to the site topography, which is approximately three feet above the ground
floor elevation and does not permit larger windows. In order to meet the standard, the
windows would have to extend up in to the roof structures.
b. The conditions upon which a petition for a variance is based are not applicable, generally, to
other property within the same zoning classification.
Finding: The need for the variance is due to the unique site characteristics and building
type.
c. The purpose of the variation is not based upon a desire to increase the value or income
potential of the parcel of land.
Finding: The purpose of the variation is not based upon a desire to increase the value or
income potential of the parcel, but to accommodate site topography in the architectural
design of the building.
d. The alleged difficulty or hardship is not a self-created hardship.
Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the
topography of the site.
e. The granting of the variance will not be detrimental to the public welfare or injurious to
other land or improvements in the neighborhood in which the parcel is located.
Finding: The granting of the variance will not be detrimental to the public welfare or
injurious to other land or improvements in the neighborhood in which the parcel is located
since the fenestration proposed is greater than in adjacent buildings.
f. The proposed variation will not impair an adequate supply of light and air to adjacent
property or substantially increase the congestion of the public streets or increase the danger
of fire or endanger the public safety or substantially diminish or impair property values
within the neighborhood.
Finding: The proposed variation will not impair an adequate supply of light and air to
adjacent property or substantially increase the congestion of the public streets or increase
the danger of fire or endanger the public safety or substantially diminish or impair property
values within the neighborhood.
8. The Board of Adjustments and Appeals shall not recommend and the City Council shall not
grant a variance (for Bluff Creek Primary Zone setback) unless they find the following facts:
a. That the literal enforcement of this chapter would cause an undue hardship. Undue
hardship means that the property cannot be put to reasonable use because of its size,
physical surroundings, shape or topography. Reasonable use includes a use made by a
majority of comparable property within 500 feet of it. The intent of this provision is not to
9
allow a proliferation of variances, but to recognize that there are pre-existing standards in
this neighborhood. Variances that blend with these pre-existing standards without departing
downward from them meet these criteria.
Finding: The literal enforcement of the Bluff Creek primary zone setback standards would
cause an undue hardship due to the meandering of the primary zone boundary. In order to
meet the standard, the developer would not be able to provide a driveway access to the
parking on the east side of the building, which is separate from the truck access.
b. The conditions upon which a petition for a variance is based are not applicable, generally, to
other property within the same zoning classification.
Finding: The need for the variance is due to the unique site characteristics and a desire to
separate truck from employee access and parking.
c. The purpose of the variation is not based upon a desire to increase the value or income
potential of the parcel of land.
Finding: The purpose of the variation is not based upon a desire to increase the value or
income potential of the parcel, but to accommodate site constraints.
d. The alleged difficulty or hardship is not a self-created hardship.
Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the
configuration of the primary zone.
e. The granting of the variance will not be detrimental to the public welfare or injurious to
other land or improvements in the neighborhood in which the parcel is located.
Finding: The granting of the variance will not be detrimental to the public welfare or
injurious to other land or improvements in the neighborhood in which the parcel is located,
but should improve safety for site users.
f. The proposed variation will not impair an adequate supply of light and air to adjacent
property or substantially increase the congestion of the public streets or increase the danger
of fire or endanger the public safety or substantially diminish or impair property values
within the neighborhood.
Finding: The proposed variation will not impair an adequate supply of light and air to
adjacent property or substantially increase the congestion of the public streets or increase
the danger of fire or endanger the public safety or substantially diminish or impair property
values within the neighborhood.
9. The planning report #07-10 dated May 15, 2007, prepared by Robert Generous, et al, is
incorporated herein.
5
RECOMMENDATION
The Planning Commission recommends that the City Council approve the subdivision,
conditional use permit and site plan with variances.
ADOPTED by the Chanhassen Planning Commission this 15'" day of May, 2007.
CHANHASSEN PLANNING COMMISSION
IM
Its Chairman
Name
Phone:
Email:
Planning Case No. 07 - to
CITY OF CHANHASSEN
7700 Market Boulevard — P.O. Box 147
Chanhassen, MN 55317 — (952) 227-1100
DEVELOPMENT REVIEW APPLICATION
and Address:
CITY
OF RECEIVEDSSEN
APR 13 2007
PLANNING DEPT
NOTE: Consultation with City staff is required prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Conditional Use Permit (CUP) 42-S
Interim Use Permit (IUP)
Non -conforming Use Permit
Planned Unit Development*
Rezoning
Sign Permits
Sign Plan Review
Site Plan Review (SPR)"
✓ Subdivision' 306
Temporary Sales Permit
Vacation of Right-of-Way/Easements (VAC)
Variance (VAR)
Wetland Alteration Permit (WAP)
Zoning Appeal
Zoning Ordinance Amendment
Notification Sign — $200
(City to install and remove)
X Escrow for Filing Fees/Attorney Cost*"
- $.5_0 CUP/SPR/VACA/AR/WAP/Metes & Bounds
45 Minor SUB
TOTAL FEE $ ESL, _
An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant
prior to the public hearing.
`Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/2" X 11"
reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (".tif) format.
"Escrow will be required for other applications through the development contract.
Building material samples must be submitted with site plan reviews.
NOTE: When multiple applications are processed, the appropriate fee shall be charged for
each application.
SCANNED
PROJECT N
LOCATION:
LEGAL DESCRIPTION: %/GT C' lkC/.�/y/�it�
TOTALACREAGE: /L,L-7
WETLANDS PRESENT://,,{( ✓ YES NO
PRESENTZONING: fW
REQUESTED ZONING: /�
PRESENT LAND USE DESIGNATION: 6wicee/ ZAy�>!S�/'/��
REQUESTED LAND USE DESIGNATION: 6itce _L,//hVM% 7<!1
7V Au 71lr/r Se0%
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
rd*1 l / r007
IF Date
I It; lO D
Date
G:\pLAN\forms\Development Review Application.DOC
Rev. 12/05
SCANNED
CITY OF CHANHASSEN
7700 Market Boulevard — P.O. Box 147
Chanhassen, MN 55317 — (952) 227-1100
DEVELOPMENT REVIEW APPLICATION
1, Name a
r 1M G
Email:
Owner.
Email:
Planning Case No. 67-/ID
CI'(Y OF CHANHASSEN
RECEIVED
APR, 13 2007
CHANHASSEN PLANNING DEPT
NOTE: Consultation with City staff is required prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Conditional Use Permit (CUP)
Interim Use Permit (IUP)
Non -conforming Use Permit
Planned Unit Development'
Rezoning
Sign Permits
Sign Plan Review
/_ Site Plan Review (SPR)' SOO+ S t $ c lot$
Subdivision"
An additional fee of $3 00 er addr
Temporary Sales Permit
Vacation of Right-of-Way/Easements (VAC)
X Variance (VAR) aCO
Welland Alteration Permit (WAP)
Zoning Appeal
Zoning Ordinance Amendment
Notification Sign — 200
(City to install and remove)
X Escr for Filin Fees/ rney Cost" I DO,
�UP Pw A /AP/Metes 8 Bounds
$450 Minor SUB
TOTAL FEE $ I' � Iccaa+. PA Ck''6$22q
p ess wrthm the public hearing notification area will be invoiced to the applicant
prior to the public hearing.
'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%'1 X 111,
reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format.
"Escrow will be required for other applications through the development contract.
Building material samples must be submitted with site plan reviews.
Wft: VAen multiple applications are processed, the appropriate fee shall be charged for
each application. SCANNED
PROJECT NAME: MiiiN'AGjj S19ME45'
�/J.1
LOCATION:c.,__���`" OIq4 C%1�/l�i�q�'�� 64N
LEGAL DESCRIPTION:
2S-67400046
TOTAL ACREAGE: 5r
WETLANDS PRESENT:
PRESENT ZONING: r
LAP
REQUESTED ZONING:
PRESENT LAND USE DESIGNATION:
REQUESTED LAND USE DESIGNATION: I ✓i C He71 r 1 a
REASON FOR REQUEST: MW. W !GYM Y
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
my knowledge.
of Applicant
of Fee Owner
3
Date
oR.ri, /3�1oo7
Date
SCANNED
n_dd Review Annlirafinn C
Rev. 12/05
■o
April 13, 2007
Variance Request
MAMAC Systems
Century Boulevard
Chanhassen, Minnesota
Mohagen
Hansen
Architectural
Group
The owner requests a variance from the requirement of 50% glass or doors for the
bottom 12 feet of building along the street frontage. The proposed design consists of
32% glass on the West elevation. Because of the grading of the site, the grade along
the West elevation is about 30" above the finished floor of the building, which
restricts the ability to place glass there. Any additional glass higher than that
proposed would be above the ceiling level of the interior spaces. Because of these
grading issues the entry of the building is placed along the South elevation. The
building uses significant amount of additional glass along this South elevation.
The owner requests a variance from the 40' setback along the existing treeline found
on the eastern and southeastern side of the property. An access drive is proposed
along the southern side of the building 20' from the treeline. This access drive
provides access around the perimeter of the building for fire trucks as well as
separating the car circulation from the truck circulation that will exist along the
North side of the building.
1000 Twelve Oaks Center Drive
Suite 200
Wayzata, MN 55391
Tel 952.426.7400
Fax 952.426.7440
V1Tv AECEIVEDSSEN
APR 13 2007
CHANHASSEN PLANNING DEP
Planning
M www.mohagenhansen.00m
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APR 16 2007
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SWHID
Adopted 7/28/98
Amended 7/26/99
Amended 8/13/01
Amended 12/10/01
Amended 4/14/03
Amended 8/23/04
EXHIBIT C
ARBORETUM BUSINESS PARK
DEVELOPMENT DESIGN STANDARDS
Development Standards
a. Intent
The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is
to allow for more flexible design standards while creating a higher quality and more sensitive
proposal. All utilities are required to be placed underground. Each lot proposed for development
shall proceed through site plan review based on the development standards outlined below. Photo -
composite images of proposed development adjacent to Highways 5 and 41 shall be submitted as
part of the review process. The PUD requires that the development demonstrate a higher quality
of architectural standards and site design. Ancillary uses may be permitted as listed below if they
are ancillary to a principal use on the individual lot. Commercial/retail uses are prohibited
except those uses specifically noted below.
b. Permitted Uses
The permitted uses in this zone should be limited to light industrial, warehousing, office and other
uses as defined below. The uses shall be limited to those as defined herein. If there is a question as
to whether or not a use meets the definition, the City Council shall make that interpretation.
Permitted uses shall be allowed on the different Blocks and Lots for which they are specified
below. The Blocks and Lots specified below are those designated on the attached PUD plan. The
Block and Lot designations in final plats approved for phases of development may differ from those
specified below. However, the permitted uses shall continue to be those specified below for the
Lots identified in the PUD plan.
Light Industrial - The manufacturing, compounding, processing, assembling, packaging, printing,
or testing of goods or equipment or research activities entirely within an enclosed structure, with no
outside storage. There shall be negligible impact upon the surrounding environment by noise,
vibration, smoke, dust or pollutants. (Lots 3, 4, and 5, Block 1; Lot 1, Block 2; Lots 1, 2, 3, and 5 ,
Block 4; and the Wrase property) (Amended 12/10/01)
Warehousing - Means the commercial storage of merchandise and personal property. (Lots 3, 4,
and 5, Block 1; and Lots 1, 2, 3, and 5 , Block 4)
Office - Professional and business office. (Lots 1, 2, 3, 4, and 5, Blockl; Lot 1, Block 2; Lot 1,
Block 3; L.otsl, 2, 3, 4 , and 5, Block 4; and the Wrase property)
Health Services- establishments primarily engaged in furnishing medical, surgical and other
health services to persons. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4 , Block 4)
Conferences/Convention Center - establishments designed to accommodate people in assembly,
providing conference and meeting services to individuals, groups, and organizations. (L.ot 5 ,
Block 4)
Indoor Recreation/Health Club - establishments engaged in operating reducing and other health
clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. (Lots
3,4 and 5, Block 1; Lot 1, Block 3; and Lots 2, 3, 4 and 5, Block 4) (Amended 12/10/O1 and
8/23/04)
Hotel/Motel-establishments engaged in furnishing lodging, or lodging and meals, to the general
public. (Lot 1, Block 3; and Lot 4, Block 4)
Utility Services - Water towers and reservoir. (Lots 3, 4, and 5, Block 1; Lots 1, 2, and 3, Block
4; and the Wrase property)
Recording Studio - Lots 3,4 and 5, Block 1; Lots 2 and 3, Block 4. (Amended 12/10/O1)
Commercial uses (permitted on lots specified as commercial in development standards
tabulation box)
1. Restaurant, permitted on Lot 1, Block 3 or Lot 4, Block 4. (One stand alone restaurant.)
2. Convenience store with or without gas pumps, not to exceed 12,000 square feet, on Lot 1 or
2, Block 1, only. (One convenience store.)
3. Banks, with or without drive up windows (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4,
Block 4)
4. Day Care - establishments providing for the care and supervision of infants and children on a
daily basis. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4)
5. Auto service center, auto body repair is prohibited (Wrase) (amended 8/13/01)
6. Personal Services (amended 4/14/03)
Ancillary Uses (in conjunction with and integral to a primary use)
1. Fast Food (no drive -through and only in conjunction with and integral to a convenience
store).
2. Restaurant (only in conjunction with hotel/motel or convention/conference center).
3. Showroom - showroom type display area for products stored or manufactured on -site provided
that no more than 20 percent of the floor space is used for such display and sales. [for entire
development]. (Amended 8/25/97)
4. Telecommunication Towers and Antennas by conditional use permit only.
5. Car wash, in conjunction with convenience store.
6. Day Care
Interim Uses (Amended 7/26/99)
Church facilities, i.e., assembly or worship halls and associated office, meeting, and other
required spaces, subject to the following criteria:
1. The church shall not occupy more than six percent (6%) of the one building on Lots 3
and 4, Block 2, Arboretum Business Park 2nd Addition.
2. The church congregation may not exceed 200 adult members.
3. Shall be reviewed and approved in accordance with the same procedures specified in
the city code for conditional use permits.
Prohibited uses (Amended 12/10/01)
• Contractors Yard
• Lumber Yard
• Home Improvement/Building Supply
• Garden Center
• Auto related including sales and repair, except on the Wrase property (amended 8/13/O1)
• Home furnishings and equipment stores
• General Merchandise Store
• Vocational School
• Public buildings, except on Outlots A and B, which are public park land
• Screened outdoor storage
• Food processing
C. Setbacks
The development is regulated by the Highway 5 and the PUD Standards. There are no minimum
requirements for setbacks on interior lot lines in the PUD zone. The following setbacks shall apply:
Street Frontage
Minimum Setback
BuildinglP ng
Maximum Setback
BuildinglParking
Hwys. 5 & 41
70/50
150
Coulter & Century
Boulevards
50/20
100
82 & West Local
30/20
NA
*Lot 5, Block 4, must only meet the maximum setback on one Highway frontage.
The average hard surface coverage does not include Outlots A and B. The PUD standard for
hard surface coverage is 70% for office and industrial uses. Any one site/lot can exceed the 70
percent requirement but in no case can the entire finished development exceed 70 percent.
d. Development Standards Tabulation Box
1. Building Area
LOT/USE
82 Street Dedication
ACRES
1.80
Building Size/FAR
( uare feet)
PARKING
Interior Roadway
10.54
land/Open space
U land
48.36
16.6
N/A
30
Wetland
28.7
Ponds
Lot 3, Block 1
13.01
10.02
131,006
262
Lot 4, Block 1
5.45
71,218
142
Lot 5, Block 1
4.41
57,688
115
Lot 1, Block 4
4.38
57,199
114
Lot 2, Block 4
5.40
70,597
141
Lot 3, Block 4
8.98
117,371
235
Lot 1, Block 2
12.23
159,822
320
Lot 5. Block 4,
23.20
(A FAR) 404,279
(311000) 1,213
Wrase
2.64
35,500
68
Commercial.
14.59__
.15 FAR / .30 FAR.:.
Office
Lot 1, Block 1
1.80
11,746 / 23,520
(5/1000) 59
Lot 2, Blockl
2.32
15,180 / 30,320
(4/1000) 61
Lot 4, Block 4 ,
Office/Hotel
4.06
26,536 / 53,060
(5/1000) 133
Lotl, Block 3
6.41
(.10FAR) 27937 /
(16/1000) 447
Restaurant/Office
83,770
Park
Total
1,259,850
TOTAL
154.39� __
11186,079 /
3,310 T-F
1 95,350
Commercial sites may develop as office -industrial uses. Square footage for individual lots
may be reallocated within the development, by type, provided the maximum square footage
is not exceeded.
Building Square Footage Breakdown
Office
31%
368,000 / (432,000)
Light Industrial
31%
368,000 / (432,000)
Warehouse
31%
368,000 / (432,000)
Commercial
7%
81,000 / (0)
Total
100%
1,186,000 / (1,295,000)
*includes the Wrase property. O represents conversion of commercial uses to office -
industrial uses
2. More than one (1) principal structure may be placed on one (1) platted lot.
3. Building height shall be limited to 3 stories or 40 feet.
4. Lot 5, Block 4, , is intended to accommodate a major corporate headquarters or office,
research, high end manufacturing with limited warehousing type user. While the majority
of the development is based on 30 percent office space, Lot 5 must have a minimum of 40
percent office use and include multi -story building(s).
e. Building Materials and Design
The PUD requires that the development demonstrate a higher quality of architectural
standards and site design. All mechanical equipment shall be screened with material
compatible to the building.
2. All materials shall be of high quality and durable. Masonry material shall be used. Color
shall be introduced through colored block or panels and not painted cinder block.
3. Brick may be used and must be approved to assure uniformity.
4. Block shall have a weathered face or be polished, fluted, or broken face.
5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured,
coated, or painted.
6. Metal siding will not be approved except as support material to one of the above materials
or curtain wall on office components or, as trim or as HVAC screen.
7. All accessory structures shall be designed to be compatible with the primary structure.
8. All roof mounted equipment shall be screened by walls of compatible appearing material or
camouflaged to blend into the building or background. Wood screen fences are prohibited.
All exterior process machinery, tanks, etc., are to be fully screened by compatible materials.
9. The use of large unadorned, pre -stressed concrete panels and concrete block shall be
prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate
and/or other patterning. All walls shall be given added architectural interest through
building design or appropriate landscaping. The buildings shall have varied and interesting
detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall
unrelieved by architectural detailing, such as change in materials, change in color,
fenestrations, or other significant visual relief provided in a manner or at intervals in
keeping with the size, mass, and scale of the wall and its views from public ways shall be
prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate
and/or other patterning. All walls shall be given added architectural interest through
building design or appropriate landscaping.
10. Space for recycling shall be provided in the interior of all principal structures or within an
enclosure for each lot developed in the Business Center.
11 Each buildings shall contain one or more pitched roof elements depending on scale and
type of building, or other architectural treatments such as towers, arches, vaults, entryway
projections, canopies and detailing to add additional interest and articulation to structures.
12. There shall be no underdeveloped sides of buildings visible from public right-of-ways.
All elevations visible from the street shall receive nearly equal treatment and visual
qualities.
L Site Landscaping and Screening
Landscaping along Highways 41 and 5 shall comply with Buffer yard standard C. Coulter
Boulevard, Century Boulevard, and West 82°d Street shall comply with Buffer yard standard
B. The master landscape plan for the Arboretum Business Park (formerly Gateway) PUD
shall be the design guide for all of the specific site landscape developments. Each lot must
present a landscape plan for approval with the site plan review process.
2. Storage of material outdoors is prohibited unless it has been approved under site plan
review. All approved outdoor storage must be screened with masonry fences and/or
landscaping.
3. Undulating or angular berms or elevation changes of 3' in height shall be placed along
Coulter Boulevard, and Century Boulevard. The berms shall be sodded or seeded at the
conclusion of each project Phase grading and utility construction. The required buffer
landscaping may be installed incrementally, but it shall be required where it is deemed
necessary to screen any proposed development. All required boulevard landscaping shall be
sodded.
4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing
walls may be required where deemed appropriate.
g. Signage
All freestanding signs be limited to monument signs. The sign shall not exceed eighty (80)
square feet in sign display area nor be greater than eight (8) feet in height. The sign
treatment is an element of the architecture and thus should reflect the quality of the
development. The signs should be consistent in color, size, and material throughout the
development. The applicant should submit a sign package for staff review.
2. Each property shall be allowed one monument sign per street frontage.
3. The signage will have consistency throughout the development. A common theme will be
introduced at the development's entrance monument and will be used throughout.
4. Consistency in signage shall relate to color, size, materials, and heights.
5. The Arboretum Business Park PUD shall be permitted two Arboretum Business Park
identification signs. One sign per project entrance, at West 82"a and Century Boulevard
and at Highway 41 and the westerly roadway, shall be permitted. Said sign shall not
exceed 80 square feet in sign area nor be greater than eight feet in height.
6. Wall sign shall be permitted per city ordinance for industrial office park site.
7. All signs shall require a separate sign permit.
8. In addition to the two signs identified in g. 5. above, signage for the main entrance on
Highway 5 and Century Boulevard shall be reviewed and approved by the Planning
Commission and City Council.
h. Lighting
1. Lighting for the interior of the business center should be consistent throughout the
development. The street lights should be designed consistent with the existing lighting
along the existing Coulter Boulevard.
2. A decorative, shoe box fixture (high pressure sodium vapor lamps or metal halide lights)
with a square ornamental pole shall be used throughout the development area for area
lighting.
3 Lighting equipment similar to what is mounted in the public street right-of-ways shall be
used in the private areas.
4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 112
candle at the property line. This does not apply to street lighting.
i. Alternative Access
1. Each site shall accommodate transit service within the individual development whenever
possible.
2. Pedestrian access shall be provided from each site to the public sidewalk and trail system.
3. The developer and site users shall promote and encourage Traffic Demand Management
Strategies.
4. Each site shall provide areas for bicycle parking and storage.
LOTS 1 & 4
-" ` :'� I F!' �'- - ✓ `� RESTAURANT OFFICES
DAY CARE CLINICS
LOT 5 �' 9LO K� ��� W I' I.( HEALTH CLUB
OFFICE RESEARCH • 1 LO ��
INDUSTRIAL `V ,�INI !
MAJOR CORPORATEI.� � 9i r
HEADQUARTERS/ �I���'iiN�.. \ ;% LOTS = 88.85
PRODUCTION n4 �� �'�� A/� �:��_.. �� �' PARK = 48.36
CONFERENCE/CONVENTI ROW = 14.72
CENTER'j�`�"� LOT LOTS _/ `_° TOTAL = 151.73 ACRES
AC. 98 AC 4
LOTS 1.3
LOTS 3-5 • 1A
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CLINIC INDUSTRIAL OFFICE 27. AY 117
FICUKE 4
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on
May 3, 2007, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Arboretum Business Park 7t° Addition/Mamac — Planning Case 07-10 to the persons named
on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such
owner, and depositing the envelopes addressed to all such owners in the United States mail with
postage fully prepaid thereon; that the names and addresses of such owners were those appearing
as such by the records of the County Treasurer, Carver County, Minnesota, and by other
appropriate records.
Subscribed and sworn to before me
this day of 2007.
IAIVI
Notary Pub
nA I- ai444�
KareJ. Engelh , Deputy Jerk
KIM I MEUWISSEN
?, Notary Public -Minnesota
My Commission Expires dw 31, 2010
Notice of Public Hearing - Chanhassen Planning Commission Meeting Notice of Public Hearing • Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, May 15, 2007 at 7:00 p.m. This hearing may not start until
later in the evening, depending on the order of the agenda.
Location:
City Hall Council Chambers, 7700 Market Blvd.
Request for Subdivision A?Rroval for two lots and one outlot
(Arboretum Business Park 7 Addition), Conditional Use
Proposal:
Permit for development within the Bluff Creek Corridor and Site
Plan Approval for a 51,800 square -foot office/warehouse
building (Mamac Systems) with Variances on property zoned
Planned Unit Development PUD
Applicant:
Chaska Gateway Partners, LLP and S. Asim Gul
Property
Northeast corner of Century Boulevard and West 82nd Street
Location:
A location map is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/sere/plan/07-10.htmi. If you wish to
talk to someone about this project, please contact Robert
Questions &
Generous by email at baenerous@ci.chanhassen.mn.us or by
Comments:
phone at 952-227-1131. If you choose to submit written
comments, it is helpful to have one copy to the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this item will be available
online on the project web site listed above the Thursday
prior to the Planning Commission meeting.
City Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations,
Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the
Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the
application in writing. Any interested party is invited to attend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information and a recommendation.
These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of
the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of
the hearing process. The Commission will close the public hearing and discuss the item and make a
recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning
Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the
City Council except rezonings and land use amendments from residential to commerciaUindustrial.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant
waives this standard. Some applications due to their complexity may take several months to complete. Any
person wishing to follow an item through the process should check with the Planning Department regarding its
status and scheduling for the City Council meeting.
• A neighborhood spokespersontrepresentative is encouraged to provide a contact for the city. Often developers
are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the
project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and
any correspondence regarding the application will be included in the report to the City Council. If you wish to have
something to be included in the report, lease contact the Planning Staff person named on the notification.
Date & Time:
Tuesday, May 15, 2007 at 7:00 p.m. This hearing may not start until
later In the evening, depending on the order of the agenda.
Location:
City Hall Council Chambers, 7700 Market Blvd.
Request for Subdivision Approval for two lots and one outlot
(Arboretum Business Park 7"' Addition), Conditional Use
Permit for development within the Bluff Creek Corridor and Site
Proposal:
Plan Approval for a 51,800 square -foot office/Warehouse
building (Mamac Systems) with Variances on property zoned
Planned Unit Development PUD
Applicant:
Chaska Gateway Partners, LLP and S. Asim Gul
Property
Northeast corner of Century Boulevard and West 82rd Street
Location:
A location map is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/serv/plan/07-10.html. If you wish to
talk to someone about this project, please contact Robert
Questions &
Generous by email at baenerous@ci.chanhassen.mn.us or by
Comments:
phone at 952-227-1131. If you choose to submit written
comments, it is helpful to have one copy to the department in
advance of the meeting. Staff will provide copies to the
Commission. The staff report for this item will be available
online on the project web site listed above the Thursday
prior to the Planning Commission meeting.
City Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations,
Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the
Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the
application In writing. Any interested party is invited to attend the meeting.
• Staff prepares a report on the subject application that Includes all pertinent information and a recommentlation.
These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of
the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of
the hearing process. The Commission will close the public hearing and discuss the item and make a
recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning
Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the
City Council except rezonings and land use amendments from residential to commerciaUindustrial.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant
waives this standard. Some applications due to their complexity may take several months to complete. Any
person wishing to follow an item through the process should check with the Planning Department regarding its
status and scheduling for the City Council meeting.
• A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers
are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the
project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and
any correspondence regarding the application will be included in the report to the City Council. If you wish to have
somethina to be included in the report, lease contact the Planning Staff person named on the notification.
&ABHUMW5
M
This map is neither a legally recorded map nor a surrey anal is rrot intended to be used as are. This
map is a completion of records, information and data located in various city, county, state and federal
offices and differ sources regarding the area shown, and is to be used for reference WrWses only.
The City does not nu ant that the Geographic Incarnation rnation System (GIS) Data used to prepare this
map are enor free, and the City does not represent that the GIS Data can be used for navigational,
treclung or any other purpose requiring exacting measurement of distance or direction or precision in
the clinician of geographic features. If enors or discrepancies are found please contact 952-221-1107.
The preceding declaimer is pmvided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and
the user of this map WfatoWedges that the City shall no be liable for any damages, and expressly
waives all darts, and agrees to detend, mdeanity, and hold hamYess the City from any and all darts
brought by User, its ertployaes or agents, or third parties which arise out of the user's access or use of
data provided.
gale FV Wl
This map is neither a legaly recorded map nor a survey and is not intended to he used as ona. This
map Is a compilation of records, information and data located in various city, county, state and federal
offices and other sources regarding the area shown, and is to be used for reference purposes only.
The City does not warrant that the Geographic Information System (GIS) Data used to prepare this
map are error free, and the City does not represent that the GIS Data can he used for navigational,
uacmg or any other purpose requiring exacting measurement of distance or direction or precision in
the depiction of geographic features. b enors or discrepancies are found please contact 952-227-1107.
Fria preceding declaimer is provided pusuant to Minnesota Statutes §466.03, Subd. 21 (2000). and
the user of this map acknoMedges that the City shall na be liable fa any damagesand eipressly
waives all Gans, and agrees to defend, indemnity, and hdd harmless the City from any and all claims
brought by User, its enployeas or agents, or third parties which arise out of the users access or use of
data prowled.
J & J REAL ESTATE PROPERTIES COEUR TERRA LLP
C/O A-Z RENTALS ARBORETUM III REALTY PTRS LLP C/O SUMMERHILL COMMERCIAL R E
6641 MINNEWASHTA PKY 3610 CO RD 101 1458 WHITE OAK DR
EXCELSIOR, MN 55331 -9657 WAYZATA , MN 55391 -3424 STE 106
CHASKA, MN 55318 -2525
CHASKA GATEWAY PARTNERS
3610 CO RD 101
WAYZATA , MN 55391 -3424
BAILIWICK ENTERPRISES LLC
4260 NOREX DR
CHASKA, MN 55318 -3047
CHANHASSEN ACQUISITIONS LLC
C/O PARKER HANNIFIN CORP
6035 PARKLAND BLVD
CLEVELAND , OH 44124 -4141
GENE G & SUSAN L O'BRIEN
6628 ASTER TRL
EXCELSIOR, MN 55331 -8945
4275 NOREX LLC
4275 NOREX DR
CHASKA, MN 55318 -3046
S&P PROPERTIES LLC
C/O STEVEN D ROBINS
4311 PEAVEY RD
CHASKA. MN 55318 -2351
CENTURY 2000 PARTNERS LLP
C/O STEINER DEVELOPMENT
3610 HWY 101 S
WAYZATA, MN 55391 -3424
City of Chanhassen
Public Hearing Notification Area (500 feet)
Arboretum Business Park 7th Addition
Mamac
Planning Case 07-10
State Highway 5
rate Place
oulter Blvd.
terTmer lace SUBJECT
PROPERTY
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City of Chanhassen
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PUBLIC HEARING:
CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK
GATEWAY PARTNERS, LLP AND S. ASIM GUL, PLANNING CASE 2007-10.
Public Present:
Name Address
Joe Smith 16521 Elm Circle, Minnetonka
Todd Mohagen 18715 25`b Avenue No., Plymouth
Bob Generous presented the staff report on this item.
McDonald: Dan, why don't we start with you.
Keefe: You know in regard, you know one of the variances show windows and I'm really not
having a problem with that one. The other variance is to put the drive aisle down on the, is that
the south side but it's also a conditional use permit is related to that as well?
Generous: Well the conditional use permit is for any development within the Bluff Creek
corridor so every project that comes in we first, that's one of the approvals they have to go
through.
Keefe: Okay. So it isn't really that driveway that's driving the use?
Generous: It's the subdivision.
Keefe: Yeah, subdivision right. Okay, but then the variance piece is for that driveway. My
question is in regards to sort of building configuration and site plan. Was there alternative site
plans looked at in terms of building, placement locations looked at on this site that would not
require to do variances?
Generous: There were numerous alternatives that, and I should probably have the applicant
present that but you know what they're trying to make the north side of the building work for the
truck access and so you have those maneuverings that you have to do and then the rest of the site,
it's only that southeast comer which comes at an angle that creates a problem and we want them
to segregate if you will their vehicular, their car traffic from their truck traffic and to do that we
have to provide access to the east.
Keefe: And I presume there's an entrance to the building on the east side of the building for.
Generous: Yes.
Keefe: Okay. So, and then, and so the parking that's on the east side is not just to fulfill the
parking requirements. It's also convenience to people working in the building?
Generous: That would be my assumption. While it does meet the, help meet the standard that
they'll actually use it, because they do have an access door in that location.
Keefe: Right. And where rm going with that is just, you know are we doing a variance to
accommodate our parking requirements only without having the parking really to service the
building.
Generous: No. I believe that the parking is necessary for the building.
Keefe: Okay. Alright. Fair enough.
McDonald: Mark?
Undestad: No.
McDonald: Debbie?
Larson: No.
McDonald: Kathleen?
Thomas: No.
McDonald: Kevin.
Dillon: I don't have any questions at this time.
McDonald: Kurt.
Papke: On the fagade transparency issue, if I recall correctly a couple of months ago we had a
building addition in very close proximity where we had a similar relaxation of this requirement.
Generous: Right across the street.
Papke: So my concern is, although we look at these one at a time, sometimes we have to look at
the cumulative impact and so on. So I guess my question, I don't know if it's philosophical or
not. You know do we have an issue here where we're setting up standards that we're having to
you know have variances on at every turn in this area here. Or conversely are we lowering our
standards too much if we have a number of buildings in the area here where we're having to grant
variances?
2
Generous: Yeah. In this instance I don't believe that's the case. It's really due to the constraints
on the site that we're even looking at the variance.
Papke: It's the grade in this area.
Generous: Yeah. If we could get a window that goes down lower, I believe we would have been
able to meet the standard. But they have to keep it up so high to maintain their architectural
vision. Otherwise we could have different size. And also, if we had an entrance on this side, we
would get more fenestration. But since it's again the topography shifts up to the south side there.
Papke: My concern though is the last one, well they're driving forklifts around so we can't have
all the windows. This one, oh we've got a grading problem. You know I just, I don't want to see
a pattern develop you know, so I just have a concern that we have an issue here so I just want to
make sure I understood you know where we were going with this and looking at the larger
context of similar situations in the area.
Generous: Later we will be looking at some proposed revisions to that section of the ordinance.
So as part of that we can...
Papke: Okay.
Generous: In this one I think it's really site driven.
Papke: Okay.
McDonald: I just want to reflect on what Commissioner Papke just went through because I do
remember having this same conversation with the building across the street and I guess we were
given certain assurances and while we're across the street and we're being asked for the same
thing. Yes, I would ask you to look at that and I'm glad to hear that you are re -addressing the
issue and you'll be bringing something before us because I just, you know how I feel about
variances. That they should be unique and for a good reason and it should not just be a blanket
thing which is what this is becoming it appears. I'm having a problem with the driveway and on
the east and the west side, and you had made some comments about it looks like on the east side,
if they reduce that down to what is normal, and I think you said 26 feet. That that would be
standard within a driveway and that somehow if they do that a variance goes away or, I'm not
sure I followed what you were talking about. Why we're doing that.
Generous: Mr. Chairman, the variance doesn't go away because the problem isn't on the west, or
the east side of the building. It's just the southeast line. As this driveway comes down, and this
is 26 feet wide which is our standard, for two way operation. The Bluff Creek corridor is less
than 40 feet away from that driveway. So unfortunate, the only other time that this has happened
is again in an industrial development adjacent to the Bluff Creek corridor where we had a drive
aisle that had to go within the setback.
McDonald: Okay. So the only reason you're wanting to squeeze down this driveway is that it
will create some more green space, but there's not a good reason why it should be that wide?
Generous: Correct. I didn't see that there's a reason that they needed an 82 foot wide parking lot
area because trucks aren't supposed to be using that area anyways.
McDonald: Okay.
Generous: So as part of the quid pro quo if you will for granting the variance that we reduce the
amount of coverage that they have on the site and that. Also additionally that one of the
conditions is that they provide some revegetation in that area to make it more natural looking.
McDonald: Okay. I just wanted to understand your comments about why that needs to be
reduced and. I have no more questions at this point. I guess now it's time for the applicant to
come forward and if there's you know anything additional you think that we should know about
this that would help us in our decision making, please make us aware of that.
Todd Mohagen: Thank you so much. I'm Todd Mohagen. I'm the architect for the project and
the developer of the total parcel of land is also here for questions. Just to answer your quick
question about, that is for employee parking. They do quite a bit of manufacturing. Light
manufacturing in this so they separate the office use and the manufacturing. There is a door that
will have a break room in that area so that's why the parking lot.
Keefe: Well and one of the, I was looking at it. Could the building be moved more towards the
back and you have double stacked parking on the west side? But what you're saying is that the
building from a functional standpoint really needs parking on both sides?
Todd Mohagen: Correct. like they want the parking separated, and plus with the circulation for
the trucks and cars.
Keefe: Okay.
Todd Mohagen: Other than that we agree with all the comments that the city has made and we're
looking forward to move on. Thank you.
McDonald: Do you have any further follow-up questions?
Keefe: Not right now.
McDonald: Okay. Mark?
Undestad: No.
McDonald: Debbie? Kathleen? Kevin?
Dillon: None.
112
McDonald: Okay, I have no questions either. At this point then I would open up the meeting to
the public. Anyone wishing to come forward and make comment, please do so. All I ask is that
you state your name and address and address the commissioners. Okay. Seeing no one come
forward, well close the public meeting and I will bring it back up before the commissioners for
discussion. Kurt, well start down with you.
Papke: No issues.
McDonald: Okay. Kevin?
Dillon: No issues.
McDonald: Kathleen?
Thomas: I'm okay.
McDonald: Debbie?
Larson: It looks fine.
McDonald: Mark? Dan?
Keefe: I support this.
McDonald: Okay. I think all of our questions have been answered so I have no further
comments either. At this point I'd be willing to accept a motion from the commission.
Dillon: I'd make a motion that the Chanhassen Planning Commission recommends that the City
Council approve the subdivision. Do you want to read through them or how do you want to do
this?
McDonald: Just do A, B and C and the number of conditions with each letter. We'll do them all
at once.
Dillon: Okay, I recommend that the Planning Commission adopt the following three motions
and adoption of the attached findings of fact and recommendations A which is the City Council
approve the subdivision for two lots and one outlot at Arboretum Business Park 7`" Addition,
along with conditions 1 through 23. And B. That the Planning Commission recommends that
the City Council approve the conditional use permit subject to conditions 1 and 2. And then C.
That the Planning Commission recommends that the City Council approve the site plan for
51,800 square foot office building with the variance to permit only 32% building transparency on
the western building elevation with a 20 foot setback variance for the drive aisle in the southeast
corner of the site for develo9ment within the Bluff Creek corridor on Lot 1, Block 1 of the
Arboretum Business Park 7 Addition. With plans prepared by the Clark Engineering
5
Corporation and Mohagen Hansen Architectural Group dated April 13a' subject to conditions 1
through 25.
McDonald: Okay, do I have a second?
Thomas: Second.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approve the Subdivision for two lots and one outlot (Arboretum Business Park 7t6
Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the
following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the "wetland
trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail,
the intersection of Century Boulevard and West 82°d Street, and the intersection of Century
Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall
be approved by the Park & Recreation Director and City Engineer prior to soliciting bids.
Project bidding shall occur in a competitive environment with a minimum of three bids being
received. The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction shall be made
from the City of Chanhassen to Steiner Development upon completion, inspection, and
acceptance of the trail.
5. Trail easements within Lots land 2 and Outlot A, Arboretum Business Park 7"' Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate
the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the
final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a
required bridge crossing and typical construction cross section for a 10-foot wide trail prior
to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge
signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge.
The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first
20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised
to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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 Sloe
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with IT' of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7`h Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site design
is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations
verifying that the proposed design meets the pond design assumptions and meets other
agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approves the Conditional Use Permit, subject to the following conditions:
L All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the
setback from the primary zone cannot be disturbed. The plans shall be revised to show the
primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer
area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area
adjacent to the primary zone, a variance will be required.
2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approves the Site Plan for a 51,800 square -foot officetwarehouse building (Maniac
Systems) with a variance to permit only 32 percent building transparency on the western
building elevation and with a 20-foot setback variance for the drive aisle in the southeast
corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1,
Arboretum Business Park 7a' Addition, plans prepared by Clark Engineering Corporation
and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following
conditions:
1. The developer shall enter into a site plan agreement with the City and provide the necessary
security to guarantee erosion control, site restoration and landscaping.
2. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard
and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north
side of the driveway access; and a sidewalk installed on the south side of the driveway
access.
4. The developer shall incorporate a gathering space in the eastern portion of the site including
benches and/or tables overlooking the natural areas to the east.
5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources
Management Plan.
6. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
7. The building is required to have an automatic fire extinguishing system.
8. The building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
9. Four (4) accessible parking spaces must be provided.
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the
east and south sides. The remaining area shall be seeded with a native seed mix approved by
the City. If necessary, erosion control materials will be required on the seeded areas.
13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
14. 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.
15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
17. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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:
Tvne of Slone
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.
18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
10
20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
21. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
23. The private storm sewer should be realigned so that it will not lie within the footprint for the
future expansion.
24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations
and construct a concrete apron per City Detail Plate 5207.
25. The site developer must replace the catch basin casting at the northern access with a
surmountable casting."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
ZONED PLANNED UNIT DEVELOPMENT (PUD) LOCATED AT 2460 GALPIN
COURT. APPLICANT, EDEN TRACE CORPORATION, PLANNING CASE 07-11.
Public Present:
Name Address
Tom & JoEllen Radermacher 2479 Bridle Creek Trail
(Mark Undestad left the meeting for this item due to a conflict of interest.)
Bob Generous presented the staff report on this item and addressed issues brought up in a
letter from Tom and JoEllen Radermacher.
McDonald: Thank you staff. Kurt, would you like to start us out?
Papke: With the sign that the variance is concerned with, is that a lit sign in any way? Is it back
lit? Front lit?
11
CITY OF CHANHASSEN
STAFF REPORT
PC DATE: May 15, 2007
CC DATE: June 11, 2007
REVIEW DEADLINE: June 12, 2007
CASE #: 07-10
BY: AF, BG, LH, ML, JM, JS, KM
PROPOSAL:
• Subdivision approval for two lots and one outtot (Arboretum Business Park 7 ° Addition);
• Conditional Use Permit for development within the Bluff Creek Corridor;
• Site Plan approval for a 51,800 square -foot officetwarehouse building (Maniac Systems) proposed in two
phases of 35,000 and 16,800 square feet of building area with Variances.
LOCATION: Northeast comer of Century Boulevard and West 82' Street
APPLICANT: Chaska Gateway Partners, LLP
c/o Steiner Development, Inc.
3610 County Road 101
Wayzata, MN 55391
(952)475-5122
PRESENT ZONING: Planned Unit Development (PUD)
S. Asim Gul
7400 Flying Cloud Drive
Minneapolis, MN 55344-3720
(952) 835-1626
2020 LAND USE PLAN: Office/Industrial and Parks/Open Space
ACREAGE: 12.22 acres DENSITY: F. A. R. 0.24
SUMMARY OF REQUEST: The developer is proposing subdivision of the Outlot into two lots and one outlot
and site plan approval for a 35,000 square -foot building with a future expansion of 16,800 square feet (total
building area is 51,800 square feet).
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat
meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards,
the City must approve the preliminary plat. This is a quasi judicial decision.
The City has limited discretion in approving or denying conditional use permits, based on whether or not the
proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City fords that all
the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial
decision.
The City's discretion in approving or denying a site plan is limited to whether or not the proposed project
complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site
plan. This is a quasi-judicial decision.
The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets
the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a
variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision.
C-1-ilk
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
Application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision approval for
two lots and one outlot (Arboretum Business Park 7`s Addition), Conditional Use Permit for
development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot
office/warehouse building (Mamas Systems) with Variances.
On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting
to consider the application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision
Approval for two lots and one outlot (Arboretum Business Park 7d' Addition), Conditional Use
Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800
square -foot office/warehouse building (Maniac Systems) with Variances. The Planning
Commission conducted a public hearing on the proposed subdivision preceded by published and
mailed notice. The Planning Commission heard testimony from all interested persons wishing to
speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Planned Unit Development (PUD).
2. The property is guided in the Land Use Plan for Office/Industrial and Parks/Open Space.
3. The legal description of the property is: Outlot C, Arboretum Business Park
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible
adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding
them are:
a. The proposed subdivision is consistent with the zoning ordinance;
b. The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan;
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water
drainage are suitable for the proposed development;
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by this
chapter;
e. The proposed subdivision will not cause environmental damage;
f. The proposed subdivision will not conflict with easements of record; and
g. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate storm water drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off -site public improvements or support systems.
5. Conditional Use Permit Findings:
a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or
general welfare of the neighborhood or the city.
b. Will be consistent with the objectives of the city's comprehensive plan and this chapter.
c. Will be designed, constructed, operated and maintained so to be compatible in appearance
with the existing or intended character of the general vicinity and will not change the
essential character of that area.
d. Will not be hazardous or disturbing to existing or planned neighboring uses.
e. Will be served adequately by essential public facilities and services, including streets,
police and fire protection, drainage structures, refuse disposal, water and sewer systems
and schools; or will be served adequately by such facilities and services provided by the
persons or agencies responsible for the establishment of the proposed use.
f. Will not create excessive requirements for public facilities and services and will not be
detrimental to the economic welfare of the community.
g. Will not involve uses, activities, processes, materials, equipment and conditions of
operation that will be detrimental to any persons, property or the general welfare because
of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash.
h. Will have vehicular approaches to the property which do not create traffic congestion or
interfere with traffic or surrounding public thoroughfares.
Will not result in the destruction, loss or damage of solar access, natural, scenic or
historic features of major significance.
j. Will be aesthetically compatible with the area.
k. Will not depreciate surrounding property values.
Will meet standards prescribed for certain uses as provided in this article.
6. Site Plan Review Findings:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
In. Is consistent with this division;
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing or developing areas;
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of interior
drives and access points, general interior circulation, separation of pedestrian and
vehicular traffic and arrangement and amount of parking.
f. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have substantial
effects on neighboring land uses.
7. The Board of Adjustments and Appeals shall not recommend and the City Council shall not
grant a variance (for transparent windows and doors) unless they find the following facts:
a. That the literal enforcement of this chapter would cause an undue hardship. Undue
hardship means that the property cannot be put to reasonable use because of its size,
physical surroundings, shape or topography. Reasonable use includes a use made by a
majority of comparable property within 500 feet of it. The intent of this provision is not to
allow a proliferation of variances, but to recognize that there are pre-existing standards in
this neighborhood. Variances that blend with these pre-existing standards without departing
downward from them meet these criteria.
Finding: The literal enforcement of the fenestration standards would cause an undue
hardship due to the site topography, which is approximately three feet above the ground
floor elevation and does not permit larger windows. In order to meet the standard, the
windows would have to extend up in to the roof structures.
b. The conditions upon which a petition for a variance is based are not applicable, generally, to
other property within the same zoning classification.
Finding: The need for the variance is due to the unique site characteristics and building
type•
c. The purpose of the variation is not based upon a desire to increase the value or income
potential of the parcel of land.
Finding: The purpose of the variation is not based upon a desire to increase the value or
income potential of the parcel, but to accommodate site topography in the architectural
design of the building.
d. The alleged difficulty or hardship is not a self-created hardship.
Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the
topography of the site.
e. The granting of the variance will not be detrimental to the public welfare or injurious to
other land or improvements in the neighborhood in which the parcel is located.
Finding: The granting of the variance will not be detrimental to the public welfare or
injurious to other land or improvements in the neighborhood in which the parcel is located
since the fenestration proposed is greater than in adjacent buildings.
f. The proposed variation will not impair an adequate supply of light and air to adjacent
property or substantially increase the congestion of the public streets or increase the danger
of fire or endanger the public safety or substantially diminish or impair property values
within the neighborhood.
Finding: The proposed variation will not impair an adequate supply of light and air to
adjacent property or substantially increase the congestion of the public streets or increase
the danger of fire or endanger the public safety or substantially diminish or impair property
values within the neighborhood.
S. The Board of Adjustments and Appeals shall not recommend and the City Council shall not
grant a variance (for Bluff Creek Primary Zone setback) unless they find the following facts:
a. That the literal enforcement of this chapter would cause an undue hardship. Undue
hardship means that the property cannot be put to reasonable use because of its size,
physical surroundings, shape or topography. Reasonable use includes a use made by a
majority of comparable property within 500 feet of it. The intent of this provision is not to
!!
allow a proliferation of variances, but to recognize that there are pre-existing standards in
this neighborhood. Variances that blend with these pre-existing standards without departing
downward from them meet these criteria.
Finding: The literal enforcement of the Bluff Creek primary zone setback standards would
cause an undue hardship due to the meandering of the primary zone boundary. In order to
meet the standard, the developer would not be able to provide a driveway access to the
parking on the east side of the building, which is separate from the truck access.
b. The conditions upon which a petition for a variance is based are not applicable, generally, to
other property within the same zoning classification.
Finding: The need for the variance is due to the unique site characteristics and a desire to
separate truck from employee access and parking.
c. The purpose of the variation is not based upon a desire to increase the value or income
potential of the parcel of land.
Finding: The purpose of the variation is not based upon a desire to increase the value or
income potential of the parcel, but to accommodate site constraints.
d. The alleged difficulty or hardship is not a self-created hardship.
Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the
configuration of the primary zone.
e. The granting of the variance will not be detrimental to the public welfare or injurious to
other land or improvements in the neighborhood in which the parcel is located.
Finding: The granting of the variance will not be detrimental to the public welfare or
injurious to other land or improvements in the neighborhood in which the parcel is located,
but should improve safety for site users.
f. The proposed variation will not impair an adequate supply of tight and air to adjacent
property or substantially increase the congestion of the public streets or increase the danger
of fire or endanger the public safety or substantially diminish or impair property values
within the neighborhood.
Finding: The proposed variation will not impair an adequate supply of light and air to
adjacent property or substantially increase the congestion of the public streets or increase
the danger of fire or endanger the public safety or substantially diminish or impair property
values within the neighborhood.
9. The planning report #07-10 dated May 15, 2007, prepared by Robert Generous, et at, is
incorporated herein.
The Planning Commission recommends that the City Council approve the subdivision,
conditional use permit and site plan with variances.
ADOPTED by the Chanhassen Planning Commission this 15s' day of May, 2007.
CHANHASSEN PLANNING
V."
0-7 -10
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: May 29, 2007 RESOLUTION NO: 2007-34
MOTION BY: Peterson SECONDED BY: Ernst
A RESOLUTION APPROVING A FINAL PLAT
CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION,
CHASKA GATEWAY PARTNERS, LLP
WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their
property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code and the Arboretum Business Park Development Design Standards; and
WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15,
2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves the final plat for Arboretum Business Park 7th Addition (Planning Case #07-10) for the
Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business
Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7'h Addition, as
shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City,
subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the
"wetland trail." Connection points for this new trail shall be the terminus of the Trotters
Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the
intersection of Century Boulevard and Water Tower Place. Bid documents, including
plans and specifications, shall be approved by the Park & Recreation Director and City
Engineer prior to soliciting bids. Project bidding shall occur in a competitive
environment with a minimum of three bids being received. The results of the bidding
process shall be reviewed with the Park & Recreation Director and City Engineer prior to
award. Cash payment for trail construction shall be made from the City of Chanhassen to
Steiner Development upon completion, inspection, and acceptance of the trail.
seRW"
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7'h Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to
accommodate the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of
the final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for
a required bridge crossing and typical construction cross section for a 10-foot wide trail
prior to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag(Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer
edge signs, under the direction of City staff, before construction begins and shall pay the
City $20 per sign. All structures shall maintain a setback of at least 40 feet from the
wetland buffer edge. The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The
fast 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be
revised to show the primary zone boundary, the 40-foot setback from the primary zone
and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within
the 20-foot buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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.)
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
MW
y
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
IT' of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as -needed. Provisions for street cleaning shall be included in the
SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is
$102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site
design is consistent with the preliminary plat assumptions, and that the pond meets
NPDES requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit
calculations verifying that the proposed design meets the pond design assumptions and
meets other agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension.
3
r
Passed and adopted by the Chanhassen City Council this 29 s day of May, 2007.
ATTEST:
/� vAja .
Todd Ge ardt, City Clerk/Manager
YES NO
Furlong
Ernst
Litsey
Peterson
Thomas A. Furlong, Mayor
ABSENT
Tjornhom
rd
v-7-io
City Council Meeting - May 29, 2007
approve the annual report for the Mayor's signature and submittal to the Minnesota Pollution
Control Agency. With that I'd be happy to take any questions.
Mayor Furlong: Thank you. Any questions for Ms. Haak?
Councilman Litsey: Just a real nice list of accomplishments. Shows the value of what we're
doing and your position, very much appreciate what you're doing here so thanks.
Mayor Furlong: Thank you. At this point then I would open up the public hearing and invite
any interested parties to come forward and address the council on this matter. Seeing none,
without objection then we will close the public hearing and bring it back to council for
discussion and consideration of the motion. Any discussion on the motion or proposed motion?
If not, is there a motion that the Chanhassen City Council authorize the Mayor to sign the City's
NPDES Phase II 2006 Annual Report as attached?
Councilman Litsey: So moved.
Mayor Furlong: Thank you. Is there a second?
Councilwoman Ernst: Second.
Mayor Furlong: Any discussion on the motion?
Councilman Litsey moved, Councilwoman Ernst seconded that the Chanhassen City
Council authorizes the Mayor to sign the City's NPDES Phase I12006 Annual Report as
attached. All voted in favor and the motion carried unanimously with a vote of 4 to 0.
Public Present:
Name Address
Joe Smith 1654 Elm Circle, Minnetonka
Todd Mohagen 1000 Twelve Oaks Court Drive
Philip Geib 2116 2°d Avenue So., Minneapolis
S. Asim Gul 855 Partanwood, Orono
Kate Aanenson: Thank you Mayor and members of the City Council. This item appeared before
the Planning Commission at a public hearing on May 15". There was no comments on the
12
{CANNED
City Council Meeting - May 29, 2007
project itself and the Planning Commission did recommend approval of the project. There's
actually four items for your consideration tonight. One being the subdivision. The second being
a conditional use for development within the Bluff Creek corridor. A site plan review and a
variance to the window requirement on plan to the north. The subject site located in an industrial
park, Arboretum Business Park. There's one lot that... preserve. This lot will be split into 2 lots.
The storm water pond which was previously put in place with the original subdivision itself, is
existing and there's a wetland on the lot to the north. This is the middle lot of the subdivision so
part of the project is... The project itself will be 51,000 square foot office manufacturing
building ... and there will be a future development on the 16,000 as a second phase... With this
we get the completion of a loop trail continuation around what will be a very nice trail along that
park, which will be a nice amenity not only for the people in that park but the residential on the
other side. A very nice continuation... The architecture of the building... there is a buffer on the
Bluff Creek overlay district that kind of separates the traffic coming off of Century Boulevard
between the truck traffic and the resident car traffic. So this drive right in here, we've asked
them to remove that... narrow that where the cars have to get out of the primary zone itself. The
buffer of the primary zone. They're not in the primary zone. It's the buffer, so there is a noticed
variance for that. And there is the conditions on, or the mitigation for the variance and the
rationale with the Findings of Fact ... as part of the mitigation again for that encroachment into
the buffer... requirements for the landscaping itself. So with that, the conditions of approval are
listed on page 16... staff report. We are recommending approval and the Findings of Fact are
attached in the staff report and I'd be happy to answer any questions that you have.
Mayor Furlong: Thank you. Questions for staff.
Councilman Litsey: I just had a question about the variance being asked for. Is it a foregone
conclusion that they're going to need that or is that just kind of a safeguard?
Kate Aanenson: It's a safeguard. We're working to see if we can pull that driveway up. It's a
little bit wider than it needs to be. That's not for the truck traffic so we believe that can be met
and...
Councilman Litsey: Okay. So the goal is to preserve that if you can?
Kate Aanenson: Correct.
Councilman Litsey: Will they have to come back to this body if they do?
Kate Aanenson: Well we noticed it with a variance... encroachment into that buffer zone and
that...
Councilman Litsey: It sounds like you're on top of it but I'd just ask that you do everything you
can to preserve that.
Kate Aanenson: Yep, absolutely.
13
Cs5'aZ!
N
City Council Meeting - May 29, 2007
Councilman Litsey: ...utilize that variance but if there's just going to be a small encroachment
then I don't have a problem with that. Thank you.
Mayor Furlong: Are the conditions in tonight's report allow us to do that if we grant the, pass the
variance and there are a couple there I think. There's one for the windows too but.
Kate Aanenson: Correct.
Mayor Furlong: But on that one, can you put that back up please Nann? Is it just the part that
Bluff Creek, the variance within the setback, is that correct?
Kate Aanenson: Yes.
Mayor Furlong: Are we going into the primary zone?
Kate Aanenson: No.
Mayor Furlong: So this is a secondary zone or the setback from the primary?
Kate Aanenson: The setback from the primary zone.
Mayor Furlong: Okay. So is it just that row of parking there that.
Kate Aanenson: Right in here, correct.
Mayor Furlong: Okay. So if what we approve tonight, will that still give you the authority to be
able to move that in if you can and work with them?
Kate Aanenson: Yes.
Mayor Furlong: Okay. Alright.
Kate Aanenson: And then the other one was for the windows. There is a significant change in
grade and the reason it was granted for the fenestration look which we talked about in the
amendment, because of the change in topography, they can't get that big of a, a very big window
in there and so the fact, they could put a window in there but there's, the change in the grade
makes it impossible. So the Planning Commission felt like that the hardship... the slope and the
topography was the rationale...
Mayor Furlong: How does the percentage here compare with the buildings in the rest of the
area? What's the amount of windows in the percent of total? They're requesting an 18%
variance so that tells me there's 32% of window coverage? Is that the way it works coming off
of 50%?
Kate Aanenson: Yes.
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City Council Meeting - May 29, 2007
Mayor Furlong: I'm on page 11 of your staff report. Top paragraph.
Kate Aanenson: Right, and again this is a different standard that the other buildings in that park
were held to.
Mayor Furlong: And what I'm guessing is this is a more stringent standard, is that correct?
Kate Aanenson: That's correct. Correct.
Mayor Furlong: Off hand, do you know what the other amount? The 32%, is that still going to
exceed what most, what the other buildings have in that area?
Kate Aanenson: Yeah. At least be comparable to what's out there.
Mayor Furlong: Comparable or more, okay.
Kate Aanenson: And again that was some of the rationale for the Planning Commission and
that's basically again, the project... limits the ability to put those windows in so they've got, so
the hardship was not self created... And just to go back to that point about the fenestration, the
Planning Commission... talking about how they wanted to interpret that so you have not seen that
amendment yet. It's not part of the Chapter 20 coming before us tonight because the Planning
Commission's still working on that issue.
Mayor Furlong: That's good because that was something we talked about at the...
Kate Aanenson: Yeah, they want some additional information so that code amendment has not
been forwarded to you.
Mayor Furlong: Very good. Any other questions for staff? Okay, then the applicant's here this
evening. Is there anything you'd like to share with the council this evening? No? Okay. Any
questions for the applicant from council? No? Okay. Public hearing occurred at the Planning
Commission. I don't know if there's any desire for any comment by members of the public. Any
comments? Okay. Bring it back to council for discussion then. Any thoughts or discussion? If
not, is there a motion?
Councilman Peterson: Have we got 3 motions?
Mayor Furlong: 3 or 4?
Councilman Peterson: I'd move that the City Council approves subdivision for two lots and one
outlot, Arboretum Business Park, conditions, subject to plans by Schoell & Madsen, April 10h,
subject to conditions I through 23.
Mayor Furlong: You want to take them all as one? Can we do them all as one?
Councilman Peterson: If I can page down there fast.
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City Council Meeting - May 29, 2007
Roger Knutson: Just to make it clear, that's preliminary and final plat I believe.
Councilman Peterson: That's correct. Also would recommend that the City Council approve the
Conditional Use Permit subject to conditions 1 and 2. And also recommend that the council
approve the site plan for the 51,800 square foot building with the variance permit as indicated
subject to the following conditions 1 through 25, and subject to Findings of Fact as submitted by
staff.
Mayor Furlong: Thank you. Is there a second?
Councilwoman Ernst: Second.
Mayor Furlong: Made and seconded. Any discussion on the motion?
Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve
the preliminary plat and Resolution #2007-34: for final plat of the Subdivision for two lots
and one outlot (Arboretum Business Park 7 Addition), plans prepared by Schoell &
Madson, Inc., dated April 16, 2007, subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the "wetland
trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail,
the intersection of Century Boulevard and West 82°d Street, and the intersection of Century
Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall
be approved by the Park & Recreation Director and City Engineer prior to soliciting bids.
Project bidding shall occur in a competitive environment with a minimum of three bids being
received. The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction shall be made
from the City of Chanhassen to Steiner Development upon completion, inspection, and
acceptance of the trail.
Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7`" Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate
the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the
final plat.
16
City Council Meeting - May 29, 2007
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a
required bridge crossing and typical construction cross section for a 10-foot wide trail prior
to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge
signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge.
The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first
20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised
to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
17
11
City Council Meeting - May 29, 2007
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site design
is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations
verifying that the proposed design meets the pond design assumptions and meets other
agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension."
All voted in favor and the motion carried unanimously with a vote of 4 to 0.
Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve
the Conditional Use Permit, subject to the following conditions:
All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the
setback from the primary zone cannot be disturbed. The plans shall be revised to show the
W
City Council Meeting - May 29, 2007
primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer
area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area
adjacent to the primary zone, a variance will be required.
2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary."
All voted in favor and the motion carried unanimously with a vote of 4 to 0.
Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve
the Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with a
variance to permit only 32 percent building transparency on the western building elevation
and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for
development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7a,
Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen
Architectural Group, dated April 13, 2007, subject to the following conditions:
1. The developer shall enter into a site plan agreement with the City and provide the necessary
security to guarantee erosion control, site restoration and landscaping.
2. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard
and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north
side of the driveway access; and a sidewalk installed on the south side of the driveway
access.
4. The developer shall incorporate a gathering space in the eastern portion of the site including
benches and/or tables overlooking the natural areas to the east.
5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources
Management Plan.
6. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
7. The building is required to have an automatic fire extinguishing system.
8. The building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
9. Four (4) accessible parking spaces must be provided.
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City Council Meeting - May 29, 2007
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the
east and south sides. The remaining area shall be seeded with a native seed mix approved by
the City. If necessary, erosion control materials will be required on the seeded areas.
13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
14. 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
fie hydrants can be quickly located and safely operated by firefighters.
15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
17. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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:
TTyW of SloW
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.
18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
'/a -inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
City Council Meeting - May 29, 2007
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
21. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
23. The private storm sewer should be realigned so that it will not he within the footprint for the
future expansion.
24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations
and construct a concrete apron per City Detail Plate 5207.
25. The site developer must replace the catch basin casting at the northern access with a
surmountable casting."
All voted in favor and the motion carried unanimously with a vote of 4 to 0.
OUTSET, INC., LOCATED AT 2460 GALPIN COURT, APPLICANT: EDEN TRACE
CORPORATION: REOUEST FOR SITE PLAN APPROVAL FOR A 48,000 SOUARE
FOOT OFFICEIWAREHOUSE BUILDING WITH VARIANCES.
Public Present:
Name Address
Tom & JoEllen Radermacher
Dan Luna
Brian Houwman
2479 Bridle Creek Trail
2483 Bridle Creek Trail
New Brighton
Kate Aanenson: Thank you Mayor, members of the council. This item too was held on May
15`s for a public hearing. The Planning Commission did vote 6-0 for approval of this project and
there were no issues raised at the meeting, although we did receive a letter from one of the
21
6-7-IU
.J Planning Commission Meeting - May 15, 2007
33. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper
access for maintenance of this line. The actual location of the watermain and the easement
must be shown to determine if the easement is sufficient.
34. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion,
the applicant shall submit a set of "as -built" plans signed by a professional civil engineer."
AB voted in favor, except Dillon who opposed, and the motion carried with a vote of 6 to 1.
PUBLIC HEARING:
ARBORETUM BUSINESS PARK fir ADDITION/MAMAC SYSTEMS: REOUEST
FOR SUBDIVISION APPROVAL FOR TWO LOTS AND ONE OUTLOT,
WAREHOUSE BUILDING WITH VARIANCES ON PROPERTY ZONED PLANNED
GATEWAY PARTNERS, LLP AND S. ASIM GUL, PLANNING CASE 2007-10.
Public Present:
Name Address
Joe Smith 16521 Elm Circle, Minnetonka
Todd Mohagen 18715 25`s Avenue No., Plymouth
Bob Generous presented the staff report on this item.
McDonald: Dan, why don't we start with you.
Keefe: You know in regard, you know one of the variances show windows and I'm really not
having a problem with that one. The other variance is to put the drive aisle down on the, is that
the south side but it's also a conditional use permit is related to that as well?
Generous: Well the conditional use permit is for any development within the Bluff Creek
corridor so every project that comes in we first, that's one of the approvals they have to go
through.
Keefe: Okay. So it isn't really that driveway that's driving the use?
Generous: It's the subdivision.
Keefe: Yeah, subdivision right. Okay, but then the variance piece is for that driveway. My
question is in regards to sort of building configuration and site plan. Was there alternative site
plans looked at in terms of building, placement locations looked at on this site that would not
require to do variances?
25
Planning Commission Meeting - May 15, 2007
ti
Generous: There were numerous alternatives that, and I should probably have the applicant
present that but you know what they're trying to make the north side of the building work for the
truck access and so you have those maneuverings that you have to do and then the rest of the site,
it's only that southeast corner which comes at an angle that creates a problem and we want them
to segregate if you will their vehicular, their car traffic from their truck traffic and to do that we
have to provide access to the east.
Keefe: And I presume there's an entrance to the building on the east side of the building for.
Generous: Yes.
Keefe: Okay. So, and then, and so the parking that's on the east side is not just to fulfill the
parking requirements. It's also convenience to people working in the building?
Generous: That would be my assumption. While it does meet the, help meet the standard that
they'll actually use it, because they do have an access door in that location.
Keefe: Right. And where I'm going with that is just, you know are we doing a variance to
accommodate our parking requirements only without having the parking really to service the
building.
Generous: No. I believe that the parking is necessary for the building.
Keefe: Okay. Alright. Fair enough.
McDonald: Mark?
Undestad: No.
McDonald: Debbie?
Larson: No.
McDonald: Kathleen?
Thomas: No.
McDonald: Kevin.
Dillon: I don't have any questions at this time.
McDonald: Kurt.
Papke: On the fagade transparency issue, if I recall correctly a couple of months ago we had a
building addition in very close proximity where we had a similar relaxation of this requirement.
n rr4lkm 26
Planning Commission Meeting - May 15, 2007
Generous: Right across the street.
Papke: So my concern is, although we look at these one at a time, sometimes we have to look at
the cumulative impact and so on. So I guess my question, I don't know if it's philosophical or
not. You know do we have an issue here where we're setting up standards that we're having to
you know have variances on at every turn in this area here. Or conversely are we lowering our
standards too much if we have a number of buildings in the area here where we're having to grant
variances?
Generous: Yeah. In this instance I don't believe that's the case. It's really due to the constraints
on the site that we're even looking at the variance.
Papke: It's the grade in this area.
Generous: Yeah. If we could get a window that goes down lower, I believe we would have been
able to meet the standard. But they have to keep it up so high to maintain their architectural
vision. Otherwise we could have different size. And also, if we had an entrance on this side, we
would get more fenestration. But since it's again the topography shifts up to the south side there.
Papke: My concern though is the last one, well they're driving forklifts around so we can't have
all the windows. This one, oh we've got a grading problem. You know I just, I don't want to see
a pattern develop you know, so I just have a concern that we have an issue here so I just want to
make sure I understood you know where we were going with this and looking at the larger
context of similar situations in the area.
Generous: Later we will be looking at some proposed revisions to that section of the ordinance.
So as part of that we can...
Papke: Okay.
Generous: In this one I think it's really site driven.
Papke: Okay.
McDonald: I just want to reflect on what Commissioner Papke just went through because I do
remember having this same conversation with the building across the street and I guess we were
given certain assurances and while we're across the street and we're being asked for the same
thing. Yes, I would ask you to look at that and I'm glad to hear that you are re -addressing the
issue and you'll be bringing something before us because I just, you know how I feel about
variances. That they should be unique and for a good reason and it should not just be a blanket
thing which is what this is becoming it appears. I'm having a problem with the driveway and on
the east and the west side, and you had made some comments about it looks like on the east side,
if they reduce that down to what is normal, and I think you said 26 feet. That that would be
standard within a driveway and that somehow if they do that a variance goes away or, I'm not
sure I followed what you were talking about. Why we're doing that.
Planning Commission Meeting - May 15, 2007
Generous: Mr. Chairman, the variance doesn't go away because the problem isn't on the west, or
the east side of the building. It's just the southeast line. As this driveway comes down, and this
is 26 feet wide which is our standard, for two way operation. The Bluff Creek corridor is less
than 40 feet away from that driveway. So unfortunate, the only other time that this has happened
is again in an industrial development adjacent to the Bluff Creek corridor where we had a drive
aisle that had to go within the setback.
McDonald: Okay. So the only reason you're wanting to squeeze down this driveway is that it
will create some more green space, but there's not a good reason why it should be that wide?
Generous: Correct. I didn't see that there's a reason that they needed an 82 foot wide parking lot
area because trucks aren't supposed to be using that area anyways.
McDonald: Okay.
Generous: So as part of the quid pro quo if you will for granting the variance that we reduce the
amount of coverage that they have on the site and that. Also additionally that one of the
conditions is that they provide some revegetation in that area to make it more natural looking.
McDonald: Okay. I just wanted to understand your comments about why that needs to be
reduced and. I have no more questions at this point. I guess now it's time for the applicant to
come forward and if there's you know anything additional you think that we should know about
this that would help us in our decision making, please make us aware of that.
Todd Mohagen: Thank you so much. Pm Todd Mohagen. I'm the architect for the project and
the developer of the total parcel of land is also here for questions. Just to answer your quick
question about, that is for employee parking. They do quite a bit of manufacturing. Light
manufacturing in this so they separate the office use and the manufacturing. There is a door that
will have a break room in that area so that's why the parking lot.
Keefe: Well and one of the, I was looking at it. Could the building be moved more towards the
back and you have double stacked parking on the west side? But what you're saying is that the
building from a functional standpoint really needs parking on both sides?
Todd Mohagen: Correct. Like they want the parking separated, and plus with the circulation for
the trucks and cars.
Keefe: Okay.
Todd Mohagen: Other than that we agree with all the comments that the city has made and we're
looking forward to move on. Thank you.
McDonald: Do you have any further follow-up questions?
Keefe: Not right now.
28
1 Planning Commission Meeting - May 15, 2007
McDonald: Okay. Mark?
Undestad: No.
McDonald: Debbie? Kathleen? Kevin?
Dillon: None.
McDonald: Okay, I have no questions either. At this point then I would open up the meeting to
the public. Anyone wishing to come forward and make comment, please do so. All I ask is that
you state your name and address and address the commissioners. Okay. Seeing no one come
forward, we'll close the public meeting and I will bring it back up before the commissioners for
discussion. Kurt, we'll start down with you.
Papke: No issues.
McDonald: Okay. Kevin?
Dillon: No issues.
McDonald: Kathleen?
Thomas: I'm okay.
McDonald: Debbie?
Larson: It looks fine.
McDonald: Mark? Dan?
Keefe: I support this.
McDonald: Okay. I think all of our questions have been answered so I have no further
comments either. At this point I'd be willing to accept a motion from the commission.
Dillon: I'd make a motion that the Chanhassen Planning Commission recommends that the City
Council approve the subdivision. Do you want to read through them or how do you want to do
this?
McDonald: Just do A, B and C and the number of conditions with each letter. We'll do them all
at once.
Dillon: Okay, I recommend that the Planning Commission adopt the following three motions
and adoption of the attached findings of fact and recommendations A which is the City Council
approve the subdivision for two lots and one outlot at Arboretum Business Park 71h Addition,
29
Planning Commission Meeting - May 15, 2007
L
along with conditions 1 through 23. And B. That the Planning Commission recommends that
the City Council approve the conditional use permit subject to conditions 1 and 2. And then C.
That the Planning Commission recommends that the City Council approve the site plan for
51,800 square foot office building with the variance to permit only 32% building transparency on
the western building elevation with a 20 foot setback variance for the drive aisle in the southeast
comer of the site for develoment within the Bluff Creek corridor on Lot 1, Block 1 of the
Arboretum Business Park 79 Addition. With plans prepared by the Clark Engineering
Corporation and Mohagen Hansen Architectural Group dated April 13d' subject to conditions 1
through 25.
McDonald: Okay, do I have a second?
Thomas: Second.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approve the Subdivision for two lots and one outlot (Arboretum Business Park 7t"
Addition), plans prepared by Schnell & Madson, Inc., dated April 16, 2007, subject to the
following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the "wetland
trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail,
the intersection of Century Boulevard and West 82°d Street, and the intersection of Century
Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall
be approved by the Park & Recreation Director and City Engineer prior to soliciting bids.
Project bidding shall occur in a competitive environment with a minimum of three bids being
received. The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction shall be made
from the City of Chanhassen to Steiner Development upon completion, inspection, and
acceptance of the trail.
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7t6 Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate
the "wetland trail'.
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the
final plat.
30
Planning Commission Meeting - May 15, 2007
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a
required bridge crossing and typical construction cross section for a 10-foot wide trail prior
to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Agf Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge
signs, under the direction of City staff, before construction begins and shall pay the City $20 per
sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge.
The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first
20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised
to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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:
Tyne of Slone
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
31
Planning Commission Meeting - May 15, 2007
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7`s Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site design
is consistent with the preliminary plat assumptions, and that the pond meets NPDES
requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations
verifying that the proposed design meets the pond design assumptions and meets other
agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approves the Conditional Use Permit, subject to the following conditions:
1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the
setback from the primary zone cannot be disturbed. The plans shall be revised to show the
primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer
32
Planning Commission Meeting - May 15, 2007
area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area
adjacent to the primary zone, a variance will be required.
2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the
primary zone boundary."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
Dillon moved, Thomas seconded that the Planning Commission recommends that the City
Council approves the Site Plan for a 51,800 square -foot officetwarehouse building (Mamac
Systems) with a variance to permit only 32 percent building transparency on the western
building elevation and with a 20-foot setback variance for the drive aisle in the southeast
corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1,
Arboretum Business Park 7t° Addition, plans prepared by Clark Engineering Corporation
and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following
conditions:
1. The developer shall enter into a site plan agreement with the City and provide the necessary
security to guarantee erosion control, site restoration and landscaping.
2. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard
and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north
side of the driveway access; and a sidewalk installed on the south side of the driveway
access.
4. The developer shall incorporate a gathering space in the eastern portion of the site including
benches and/or tables overlooking the natural areas to the east.
5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources
Management Plan.
6. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
7. The building is required to have an automatic fire extinguishing system.
The building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
9. Four (4) accessible parking spaces must be provided.
33
Planning Commission Meeting - May 15, 2007
10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency)
and comply with their conditions of approval.
11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the
east and south sides. The remaining area shall be seeded with a native seed mix approved by
the City. If necessary, erosion control materials will be required on the seeded areas.
13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
14. 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.
15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be
removed from site or chipped.
16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be
developed by the engineer for the site. The SWPPP shall be in place prior to applying for the
NPDES permit. Additional information regarding SWPPP requirements can be obtained
through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing
of the project and seeding and mulching specifications.
17. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent
seed mixes. 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:
Tune 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.
18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24
hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of
3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls
shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis.
34
Planning Commission Meeting - May 15, 2007
The plans and SWPPP shall be revised to include standard details for all inlet protection
devices.
19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to
discharge into the stormwater pond.
20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas.
All areas of silt fence shown on the plan that are not parallel to the proposed contours of the
property shall to have J-Hooks installed every 50 feet.
21. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street
sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
23. The private storm sewer should be realigned so that it will not lie within the footprint for the
future expansion.
24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations
and constrict a concrete apron per City Detail Plate 5207.
25. The site developer must replace the catch basin casting at the northern access with a
surmountable casting."
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
FOOT OFFICEIWAREHOUSE BUILDING AND A SIGN VARIANCE ON PROPERTY
Public Present:
Name Address
Tom & JoEllen Radermacher 2479 Bridle Creek Trail
(Mark Undestad left the meeting for this item due to a conflict of interest.)
35
o-7-Io
CITY OF CHANHASSEN
CARVER & HENNEPIN COUNTIES
NOTICE OF PUBLIC HEARING
PLANNING CASE NO.07-10
NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a
public hearing on Tuesday, May 15, 2007, at 7:00 p.m. in the Council Chambers in Chanhassen
City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for
Subdivision Approval for two lots and one outlot (Arboretum Business Park 7t° Addition),
Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval
for a 51,800 square -foot officetwarehouse building (Maniac Systems) with Variances on property
zoned Planned Unit Development (PUD) located on the northeast comer of Century Boulevard and
West 82°d Street. Applicants: Chaska Gateway Partners, LLP and S. Asim Gul.
A plan showing the location of the proposal is available for public review on the City's web
site at www.ci.chanhassen.mn.us/sery/plan/07-10.html or at City Hall during regular business
hours. All interested persons are invited to attend this public hearing and express their opinions
with respect to this proposal.
Robert Generous, Senior Planner
Email: b¢enerous@ci.chanhassen.mn.us
Phone: 952-227-1131
(Publish in the Chanhassen Villager on May 3, 2007)
SCANNED
L
CITY OF CHANHASSEN
CARVER & HENNEPIN COUNTIES
NOTICE OF PUBLIC HEARING
PLANNING CASE NO. 07-10
NOTICE IS HEREBY GIVEN that
the Chanhassen Planning
Commission will hold a public hearing
on Tuesday, May 15, 2007, at 7:00 p.m.
in the Council Chambers in
Chanhassen City Hall, 7700 Market
Blvd. The purpose of this hearing is
to consider a request for Subdivision
Approval for two lots and one outlet
(Arboretum Business Park Th
Addition), Conditional Use Permit
for development within the Bluff Creek
Corridor and Site Plan Approval for
a 51,800 square -foot office/ warehouse
building (Mamac Systems) with
Variances on property zoned Planned
Unit Development (PUD) located on
the northeast corner of Century
Boulevard and West 82^d Street.
Applicants: Chaska Gateway
Partners, LLP and S. Aston GuL
Hall during regular business hours.
All interested persons are invited to
their opinions with respect to this
Robert Generous, Senior Planner
Email:
Phone: 952-227-
1131
(PublishedintheChanhassen Villager
on Thursday, May 3, 2007; No. 4873)
Affidavit of Publication
Southwest Newspapers
State of Minnesota)
)SS.
County of Carver )
Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized
agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil-
lager and has full knowledge of the facts herein stated as follows:
(A) These newspapers have complied with the requirements constituting qualification as a legal
newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as
amended. //j
th
(B) The printed public notice that is attached to this Affidavit and identified as No. 'M-
was published on e date or dates and in the newspaper stated in the attached Notice and said
Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of
the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both
inclusive, and is hereby acknowledged as being the kind and size of type used in the composition
and publication of the Notice:
abcdefghi)klmopgrstu wxyz
Laurie A. Hartmann
Subscribed and sworn before me on
this day. of 2007
4zr X?LL7
Notary Public
RATE INFORMATION
GWEN M. 9ADUENZ
NOT76tt PUBLIC - M INNSOTA
My CommiWW EO,m Jan 31, 20101
Lowest classified rate paid by commercial users for comparable space.... 540.00 per column inch
Maximum rate allowed by law for the above matter ............................... $40.00 per column inch
Rate actually charged for the above matter .............................................. $11.89 per column inch
SCANNED
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952) 227-1100
Date: April 16, 2007
To: Development Plan Referral Agencies
From: Planning Department
By: Robert Generous, Senior Planner
Subject: Request for Subdivision Approval for two lots and one oudot (Arboretum Business Park 7d, Addition);
Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for
a 51,800 square -foot office/warehouse building (Maniac Systems) with Variances on property zoned
Planned Unit Development (PUD) located on the northeast comer of Century Boulevard and West 82ad
Street. Applicants: Chaska Gateway Partners, LLP and S. Asim Gul.
Planning Case: 07-10
The above described application for approval of a land development proposal was fled with the Chanhassen Planning
Department on April 13, 2007. The 60-day review period ends June 12, 2007.
In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would
appreciate your comments and recommendations conceming the impact of this proposal on traffic circulation, existing and
proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites,
street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written
report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City
Council.
This application is scheduled for consideration by the Chanhassen Planning Commission on May 15, 2007 at 7:00 p.m. in
the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than May 4,
2007. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is
greatly appreciated.
1. City Departments:
a. City Engineer
b. City Attorney
c. City Park Director
d. Fire Marshal
e. Building Official
f. Water Resources Coordinator
g. Forester
2. Carver Soil & Water Conservation District
3. MN Dept. of Transportation
4. MN Dept. of Natural Resources
5. U.S. Army Corps of Engineers
6. U.S. Fish & Wildlife
7. Carver County
a. Engineer
b. Environmental Services
8. Watershed District Engineer
a. Riley -Purgatory -Bluff Creek
b. Lower Minnesota River
c. Minnehaha Creek
9. Telephone Company (Qwest or Embar
10. Electric Company (Xcel Energy or MN Valley)
11. Mediacom
12. CenterPoint Energy Minnegasco
13. City of Chaska — Kevin Ringwald
SCANNED
Location Map
Arboretum Business Park 7th Addition
Village TO
ISt.
Mamac Systems
Planning Case 07-10
City of Chanhassen
BLVD Arboretum Bo
City of
■11
4 Autumn Ridge Ct
5 Autumn Ridge Ln
6 Autumn Ridge Way iI
goUtevat
�ULTER BLVD Coulter
SUBJECT
PROPERTY
Chanhassen
Nature
Preserve
MEMORANDUM
TO: Jerry Mohn, Building Official
FROM: Bob Generous, Senior Planner
DATE: July 17, 2007
SUBJ: MAMAC Systems, Building Permit Review
I have reviewed the building plans for the above referenced project and have the
following comments:
The developer must execute the site plan permit and submit the required security prior to
issuance of the building permit.
The plat for Arboretum Business Park 7th Addition must be recorded prior to issuance of
the building permit.
The developer shall incorporate a gathering space in the eastern portion of the site
including benches and/or tables overlooking the natural areas to the east.
The parking lot drive aisles at the south entrance and on the south side of the building
shall be increased to 26 feet.
The City requires that parking lot trees be overstory, not ornamentals. Replace the
ornamental trees in the parking lot landscape islands with overstory trees. Contact Jill
Sinclair, City Forester, at (952) 227-1133 for appropriate tree species.
The applicant shall extend the sod line only 15 feet from the edge of the parking lot on
the east and south sides. The area adjacent to the Bluff Creek Corridor shall be seeded
with a native seed mix approved by the City.
Provide details on the site lighting. All lighting shall be shielded and have a ninety
degree cut-off angle.
All rooftop equipment shall be screened from views from Century Boulevard.
EIFS may be a maximum of 15 percent of the western building elevation. Reduce the
amount of EIFS on the western building fagade. Ideally, EIFS would be limited to the
building entrances and cornices.
Name and Address of Local Government Unit: City of Chanhassen, 7700 Market Boulevard P.O.
Box 147, Chanhassen, MN 55317
Name of Applicant: Gateway Business Park
Project Name: Arboretum Business Park 7`s Addition
Application Number:
Type of Application (check one): ❑ Exemption Decision
❑ No Loss Decision
❑ Replacement Plan Decision
❑ Banking Plan Decision
® Wetland Type/Boundary Decision
Date of Decision: May 31, 2007
Check One: ® Approved
❑ Approved with conditions (see note on page 2 regarding use of wetland banking credits)
❑ Denied
Summary of Project/Decision (indicate exemption number per MN Rule 8420.0122, if applicable):
Delineation of the southern and western boundary of Basin C (Wetland A), a 7.2ac. Type 2 wetland. See
attached findings.
List of Addressees:
Landowner/Applicant: Steiner Development Company
3610 South Hwy 101
Wayzata, MN 55391
Members of Technical Evaluation Panel:
Greg Graczyk, Carver County Soil and Water Conservation District
Brad Wozney, Board of Water and Soil Resources
Watershed District or Watershed Management Organization (If Applicable):
Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District
-Page 1 of 2
Department of Natural Resources Regional Office (select appropriate office):
NW Region: NE Region: Central Region: So
Regional Director Reg. Env. Assess. Ecol. Mike North R
2115 Birchmont Beach Rd. NE Div. Ecol. Services DNR Ecol. Services Dt
Bemidji, MN 56601 1201 E. Hwy. 2 9401ndust ae Drive 2
Grand Rapids, MN 55744 Suite 103
Sauk Rapids, MN 56379
Other members of the public who requested a copy:
Todd Udvig, Scholl & Madson, Inc.
uthem Region:
eg. Env. Assess. Ecol.
'v. Ecol. Services
61 Hwy. 15 South
New Ulm, MN 56073
You are hereby notified that the decision of the Local Government Unit on the above -
referenced application was made on the date stated above. A copy of the Local Government
Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the
decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water
and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice.
NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland
banking credits is conditional upon withdrawal of the appropriate credits from the state wetland
bank. No wetland impacts may commence until the applicant receives a copy of the fully signed
and executed "Application for Withdrawal of Wetland Credits," signed by the BWSR wetland
bank administrator certifying that the wetland bank credits have been debited.
THIS DECISION ONLY APPLIES TO the Minnesota Wetland Conservation Act. Additional approvals or
permits from local, state, and federal agencies may be required. Check with all appropriate authorities
before commencing work in or near wetlands.
LOCAL GOVERNMENT UNIT
�,n- 5/31/2007
Signature Date
Krista Torgerson, Natural Resource Technician
Name and Title
- Page 2of2
J
FINDINGS AND CONCLUSIONS
City of Chanhassen
7700 Market Boulevard • P.O. Box 147 • Chanhassen, MN 55317
Name of Applicant: Arboretum Business Park 70' Addition.
Project Location: Arboretum Business Park, located in the NW'/4 of the SE 1/4 of Section 16,
near the intersection of Century Blvd and Coulter Blvd.
Type of Application (check one): ❑x
Delineation Decision
❑
Exemption Decision
❑
No Loss Decision
❑
Replacement Plan Decision
❑
Banking Plan Decision
Date of Decision: 05/31/2007
Findings and Conclusions
The City of Chanhassen, LGU, at the request of the applicant has made a jurisdictional type
and boundary decision for the wetland delineation report submitted by Scholl & Madson,
Inc. dated April 4, 2007. The City of Chanhassen reviewed the delineation report prior to a
site visit on May 8, 2007. During the site visit, City staff walked wetland boundary and
verified their placement and extent.
The wetland delineation report by Scholl & Madson, Inc. Dated April 4, 2007 depicts
jurisdictional wetland boundaries for basin C (Wetland A).
CITY OF CHANHASSEN
Title: Natural Resource Tech cihi an
Date: 05/31/2007
CITY OF
CHA NSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax:952.227.1170
Finance
Phone:952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227,1120
Fax 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax 952.227.1404
Planning &
Natural Resources
Phone: 952227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phone: 952227.1300
Fax 952.227.1310
Senior Carrier
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
wwwd.chanhassennn.us
MEMORANDUM
TO: Bob Generous, Senior Planner
Alyson Fauske, Assistant City Engineer
FROM: Todd Hoffman, Park and Recreation Director
DATE: May 7, 2007
SUBJ: Park and Trail Conditions for Arboretum Business
Park 7'h Addition
The subdivision request by Chaska Gateway Partners, LLP and S. Asim Gul for
Arboretum Business Park 7th Addition is subject to the following trail construction
conditions:
Trails
The developer shall be responsible for planning, engineering, and constructing the
"wetland trail" This trail follows an alignment generally described as the western
edge of Outlot B, Arboretum Business Park. Connection points for this new trail
shall be the terminus of the Trotter's Ridge trail, the intersection of Century
Boulevard and West 82Id Street, and the intersection of Century Boulevard and
Water Tower Place. Portions of said construction will occur off -site of the
Arboretum plat within land owned by the City of Chanhassen. Trail easements
within Outlot C will be required to accommodate the trail. A diagram depicting the
general alignment of the "wetland trail" is attached.
In consideration for this trail construction, the city shall compensate the developer
full costs of trail construction plus a 10% design and construction management fee.
Bid documents, including plans and specifications, shall be approved by the Park &
Recreation Director and City Engineer prior to soliciting bids. Project bidding shall
occur in a competitive environment with a minimum of three bids being received.
The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction
shall be made from the City of Chanhassen to Steiner Development upon
completion, inspection, and acceptance of the trail.
In lieu of crediting trail fees against said trail construction, full trail fees shall be
collected per city ordinance for all lots in the Arboretum Business Park. Said fees
shall be deposited into the city's trail dedication account —the same account that
will fund the cash payment being made to the developer for trail construction. The
cash trail fee for Lot 1, Arboretum Business Park 7d' Addition is $4,960. The cash
trail fee for Lot 2, Arboretum Business Park 7'h Addition is $5,230.
SCANNED
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play.
Arboretum Business Park 7`h
The current plan submittal does not include this trail. Future submittals must depict
an agreed upon trail alignment and details for a required bridge crossing and typical
construction cross section for a 10-foot wide trail.
All park conditions of approval have been met for Arboretum Business Park 7`s
Addition.
^� Proposed Trails
*~%%.. ExistingTrails
Arboretum Business Park
7th Addition
Trail Alignment
ON
6./ENgl.lo%en/Parks/Arboretum Bsn Pk
CITY OF
CHANIMSSEN
T700 Market Boulevard
PC Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227,1160
Fax: 952.227,1170
Finance
Phone: 952.227,1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227,1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.2271400
Fax: 952.227.1404
Planning &
Natural Resources
Phone, 952.227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
wwwci.chanhassen mn.us
MEMORANDUM
TO: Bob Generous, Senior Planner
Alyson Fauske, Assistant City Engineer
FROM: Todd Hoffman, Park and Recreation Director
DATE: May 7, 2007
SUBJ: Park and Trail Conditions for Arboretum Business
Park 7`s Addition
The subdivision request by Chaska Gateway Partners, LLP and S. Asim Gul for
Arboretum Business Park 7`h Addition is subject to the following trail construction
conditions:
Trails
The developer shall be responsible for planning, engineering, and constructing the
"wetland trail." This trail follows an alignment generally described as the western
edge of Outlot B, Arboretum Business Park. Connection points for this new trail
shall be the terminus of the Trotter's Ridge trail, the intersection of Century
Boulevard and West 82°d Street, and the intersection of Century Boulevard and
Water Tower Place. Portions of said construction will occur off -site of the
Arboretum plat within land owned by the City of Chanhassen. Trail easements
within Outlot C will be required to accommodate the trail. A diagram depicting the
general alignment of the "wetland trail" is attached.
In consideration for this trail construction, the city shall compensate the developer
full costs of trail construction plus a 10% design and construction management fee.
Bid documents, including plans and specifications, shall be approved by the Park &
Recreation Director and City Engineer prior to soliciting bids. Project bidding shall
occur in a competitive environment with a minimum of three bids being received.
The results of the bidding process shall be reviewed with the Park & Recreation
Director and City Engineer prior to award. Cash payment for trail construction
shall be made from the City of Chanhassen to Steiner Development upon
completion, inspection, and acceptance of the trail.
In lieu of crediting trail fees against said trail construction, full trail fees shall be
collected per city ordinance for all lots in the Arboretum Business Park. Said fees
shall be deposited into the city's trail dedication account —the same account that
will fund the cash payment being made to the developer for trail construction. The
cash trail fee for Lot 1, Arboretum Business Park 71n Addition is $4,960. The cash
trail fee for Lot 2, Arboretum Business Park 7d` Addition is $5,230.
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
Arboretum Business Park 7`" Addition
May 7, 2007
Page 2
The current plan submittal does not include this trail. Future submittals must depict
an agreed upon trail alignment and details for a required bridge crossing and typical
construction cross section for a 10-foot wide trail.
Parks
All park conditions of approval have been met for Arboretum Business Park 7`b
Addition.
CITY OF
CHMHASSEN
MEMORANDUM
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
TO:
Robert Generous, Senior Planner
Administration
FROM:
Mark Littfin, Fire Marshal
Phone: 952,227,1100
Fax: 952,227.1110
DATE:
May 4, 2007
Building Inspections
Phone: 2.227 1
Fax: 95252.227.17.1190 90
SUBJ:
Request for subdivision approval for two lots and one outlot
�
Arboretum Business Park 7`h Addition, conditional use permit for
Engineering
development within the Bluff Creek Corridor and site plan approval
PFax:9522.27.1170
Fax:952.227.1170
for a 51,800 square foot office/warehouse building(Mamac Systems)
with variances on property zoned planned unit development located on
Finance
the northeast corner of Century Boulevard and W 82n Street.
Phone:
Applicants — Chaska Gateway Partners, LLP and S. Asim Gul.
522.27,1110
Fax 952.227.1110
Park & Recreation
Planning Case: 07-10
Phone.952227.1120
Fax: 952227.1110
I have reviewed the lot subdivision and site plan for the above project. In order to
Recreation Center
2310Coulter
erBoulevard
comply com 1 with the Chanhassen Fire Department/Fire Division, I have the followingfire
Phone:952.227.1400
code or city ordinance/policy requirements. The plan review is based on the available
Fax: 952.227.1404
information submitted at this time. If additional plans or changes are submitted, the
appropriate code or policy items will be addressed.
Planning a
Natural Resources
Phone: 952.227,1130
1. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be
Fax:952.227.1110
installed.
Public Works
1591 Park Road
2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps,
Phone:952.227.1300
trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes.
Fax: 952.227.1310
This is to ensure that fire hydrants can be quickly located and safely operated by
Senior Center
firefighters. Pursuant to Chanhassen City Ordinance #9-1.
Phone: 952227.1125
Fax: 952.227.1110
3. No burning permits shall be issued for trees to be removed. Trees and shrubs
Web site
must either be removed from site or chipped.
www.achanhasseo.mn.us
g:\safety\ml\plrev07-1 0
The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
May
No 5692 I/2
CARVER
wi 1NA+TER
MSERYATION a1STRKT
Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources
through a balanced cooperative program that protects, restores, and improves those resources.
1946 Pk>one:952-442-5101
Fax: 952-442-5497
ovnty g`Oa�
bttp://www,co.carver.mn.us/SWCD/SWCD main btml
May 2, 2007
Robert Generous, Senior Planner
ON of Chanhassen
7760 Market Boulevard
Chanhassen, MN 55317
Re: Outlot C Arboretum Business Park, MAMAC Systems
Mr. Generous:
The S W CD has taken the opportunity to review the above mentioned plat for the City of Chanhassen. The plan
reviewed is dated with a City Received stamp of April 13, 2007. Please review and consider the following
comments and suggestions regarding erosion control and sediment controls
SWPPP (Storm Water Pollution Preventive Plan
The general notes on erosion and sediment controls are incomplete and a new SWPPP should be developed by the
engineer for the site. The SWPPF is needed prior to applying for the NPDES permit. Details of the SWPPP can be
obtained by reviewing the MPCA Storm Water Web Site. The SWPPP should include all details, sequencing of the
project and seeding and mulching specs.
Erosion Control
1. Temporary and permanent erosion control plans and details will be needed. Temporary erosion control
could consist of type 1 mulch and temporary and permanent seed mixes.
2. Erosion control blanket should be applied to all areas that are steeper than 3:1.
Sediment Control
I. Inlet protection types and details are needed on the plan. (SWPPP)
2. Inlet protection details are needed for the pipe risers prior to casting. This could be as simple as fabric
placed over the opening with the steel plate holding this down with % clear rock placed over the plate.
Details and discussion of placing are needed in the SWPPP.
3. Street scraping and sweeping is needed and will need to be included in the SWPPP.
4. All areas of Silt fence shown on the plan that is not on the contour of the property needs to have I -Hooks
installed every 50 feet. Chanhassen type 1 silt fence should be adequate.
Storm Water
Details are needed to protect the existing storm water pond from sediment produced by the construction site. Plans
may include, if turbid water is found in the storm water pond that a plug be placed in the FES of the outlet structure
so sediment does not go off site. Once settling of the sediment occurs, the water can be slowly released.
Further review of the sediment and erosion controls can be done once a plan is completed. If there are any questions
or if I can be of further assistance please contact the SWCD office. Also, please include us in any pre -con meeting
and or site visit prior to construction,
Sincerely,
Chip Hentges, CPESC
Conservation Technician
c. Lori Haak, City of Chanhassen (email)
AN EQUAL, OPPORTUNrrY EMPLOYER
MEMORANDUM
TO: Bob Generous, Senior Planner
FROM: Jerritt Mohn, Building Official
DATE: April 17, 2007
SUBJ: Review of request to create two lots and one outlot (Lot 1, Block 1;
Lot 2, Block 1 and Outlot "A" Arboretum Business Park 7th
Addition) and site plan review for an office/warehouse building.
Planning Case: 07-10
I have reviewed the plans for the above building dated: April 16, 2007 and received
by the Planning Department on the same day. Following are my comments, which
should be included as conditions of approval.
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. The building is required to have an automatic fire extinguishing system.
3. The building plans must be prepared and signed by design professionals
licensed in the State of Minnesota.
4. Four (4) accessible parking spaces must be provided.
5. Detailed occupancy requirements cannot be reviewed until complete plans
are submitted.
6. The owner and or their representative shall meet with the Inspections
Division as soon as possible to discuss plan review and permit procedures.
G/PLAN2007 Planning Cases/07-10 Arboretum Business Park 7' Addition -Mamas Systems/buildingofficialcomments.doc
CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP
DATE INVOICE NO. DESCRIPTION
INVOICE AMOUNT
DEDUCTION
BALANCE
4-17-07 041707 991 Lot9Re-P1atLL/CGTW
525.00
.00
525.00
CHECDATE
4-19-07
NUMBER
1883
TOTALS
525.00
.00
525.00
CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP
1 a a a
DATE INVOICE NO. DESCRIPTION
INVOICE AMOUNT
DEDUCTION
BALANCE
5-03-07 050307 991 PrpOwnrsLstLL/CG
90.00
.00
90.00
0
z
c
N
CDTEK
5-10-07
UMBER
1686
TOTALS
90.00
.00
90.00
(-I- 10
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
My OF (952) 227-1100
MMEN
To: David Kordonowy
Steiner Development, Inc.
3610 County Road 101
Wayzata, MN 55391
Invoice
SALESPERSON DATE TERMS
KTM 5/3/07 upon receipt
QUANTITY
DESCRIPTION
UNIT PRICE
AMOUNT
30
Property Owners List within 500' of Arboretum Business Park 7 °
Addition (30 labels)
$3.00
$90.00
TOTAL DUE
$90.00
NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the
Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for May 15,
2007.
Make all checks payable to: City of Chanhassen
Please write the following code on your check: Planning Case #07-10.
If you have any questions concerning this invoice, call: (952)-227-1107.
THANK YOU FOR YOUR BUSINESSI
CITY OF CHANHASSEN
P O BOX 147
CHANHASSEN MN 55317
05/11/2007 3:34 PM
Receipt No. 0041942
CLERK: katie
PAYEE: CHASKA GATEWAY PARTNERS
ARBORETUM BUSINESS PARK 7TH ADDITION
PLANNING CASE #07-10
-------------------------------------------------------
GIS List 90.00
Total
Cash
Check 1886
Change
90.00
0.00
90.00
0.00
SCANNED
Jam and Smudge Free Printing
Use Avery® TEMPLATE 51600
www.averycom
1-800-GO-AVERY
QAVEWO 516040
J & J REAL ESTATE PROPERTIES
C/O A-Z RENTALS
6641 MINNEWASHTA PKY
EXCELSIOR, MN 55331 -9657
CHASKA GATEWAY PARTNERS
3610 CO RD 101
WAYZATA, MN 55391 -3424
BAILIWICK ENTERPRISES LLC
4260 NOREX DR
CHASKA , MN 55318 -3047
CHANHASSEN ACQUISITIONS LLC
C/O PARKER HANNIFIN CORP
6035 PARKLAND BLVD
CLEVELAND , OH 44124 -4141
ARBORETUM III REALTY PTRS LLP
3610 CO RD 101
WAYZATA. MN 55391 -3424
GENE G & SUSAN L O'BRIEN
6628 ASTER TRL
EXCELSIOR, MN 55331 -8845
4275 NOREX LLC
4275 NOREX DR
CHASKA . MN 55318 -3046
COEUR TERRA LLP
C/O SUMMERHILL COMMERCIAL R E
1458 WHITE OAK DR
STE 106
CHASKA , MN 55318 -2525
S&P PROPERTIES LLC
C/O STEVEN D ROBINS
4311 PEAVEY RD
CHASKA , MN 55318 -2351
CENTURY 2000 PARTNERS LLP
C/O STEINER DEVELOPMENT
3610 HWY 101 S
WAYZATA, MN 55391 -3424
®D9L5 ®AL3/�br A1J3AV-09-008-L ®OgLS 3uege6 ai zosimn
w0XAJ0Ae'AV~ apidei a6epas a 1a a6eunogilue uoissai'dwl
CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP
DATE INVOICE NO. DESCRIPTION
INVOICE AMOUNT
DEDUCTION
BALANCE
CITY OF CHANHASSEN
P 0 BOX 147
CHANHASSEN MN 55317
04/20/2007 2:31 PM
Receipt No. 0040768
CLERK: katie
PAYEE: CHASKA GATEWAY PARTNERS
Arboretum Business Park 7th Addition / MAMAC Systems
Planning Case 07-10
-------------------------------------------------------
Use & Variance 725.00
Recording Fees 450.00
Total
Cash
Check 1883
Check 1880
Change
1,175.00
0.00
525.00
650.00
0.00
SCANNED
ARBORETUM BUSINESS PARK 7TH ADDITION/MAMAC SYSTEMS - PLANNING CASE 07-10
$300 Subdivision
$425 Conditional Use Permit
$450 Escrow for Filing Fees
$1,175
$650 Chaska Gateway Partners paid $650 Check 1880
$525 Amount Underpaid
$1,018 Site Plan Review
$200 Variance
$200 Notification Sign
$100 Escrow for Filing Fees
$1,518 S. Asim Gul paid $1,518 Check 8229
$2,693 TOTAL FEES
SCANNED
CITY OF CHANHASSEN
P O BOX 147
CHANHASSEN MN 55317
04/20/2007 2:33 PM
Receipt No. 0040769
CLERK: katie
PAYEE: S ASIM GUL
Arboretum Business Park 7th Addition / MAMAC Systems
Planning Case 07-10
-------------------------------------------------------
Use & Variance 1,218.00
Recording Fees 100.00
Sign Permit 200.00
Total
Cash
Check 8229
Change
1,518.00
0.00
1,518.00
0.00
SCPNNED
ARBORETUM BUSINESS PARK 7TH ADDITION/MAMAC SYSTEMS -PLANNING CASE 07-10
$300 Subdivision
$425 Conditional Use Permit
$450 Escrow for Filing Fees
$1,175 Chaska Gateway Partners paid $650 Check 1880 and $525 Check 1883
$1,018 Site Plan Review
$200 Variance
$200 Notification Sign
$100 Escrow for filing fees
$1,518 S. Asim Gul paid Check 8229
SCANNED
Planning Case No. C)% Iy
CITY OF CHANHASSEN 91TY OF CHANHASSEN
7700 Market Boulevard — P.O. Box 147 RECEIVED
Chanhassen, MN 55317 — (952) 227-1100
APR 13 2007
DEVELOPMENT REVIEW APPLICATION CHANHASSENPLANNING DEPT
PLEASE PRINT
N�l�!! ✓, L�
rAARM fMW
NOTE: Consultation with City staff is required prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Conditional Use Permit (CUP)
Interim Use Permit (IUP)
Non -conforming Use Permit
Planned Unit Development*
Rezoning
Sign Permits
Sign Plan Review
— Site Plan Review (SPR)* SOO+ 512 c Iola
Subdivision*
Temporary Sales Permit
Vacation of Right-of-Way/Easements (VAC)
X Variance (VAR) o_"�
Wetland Alteration Permit (WAP)
Zoning Appeal
Zoning Ordinance Amendment
X Notification Sign — 200__.
(City to install and remove)
X Escr for Filing Fees/� rney Cosr- i OC-1
50 UP(�PR6VAC2A VVAP/Metes 8 Bounds
- $450 Minor SUB
TOTAL FEE $ JEDIS [AA+- 1;,4 cl:,4$229
An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant
prior to the public hearing.
*Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11"
reduced copy for each plan sheet along with a digital copycopy in TIFF -Group 4 (*.tif) format.
**Escrow will be required for other applicatioris through the development contract.
Building material samples must be submitted with site plan reviews.
NOTE: When multiple applications are processed, the appropriate fee shall be charged for
each application.
SCANNED
PROJECT NAME: MA - WC 519% S
LOCATION:
LEGAL DES,
Z S- 6'7
TOTAL ACREAGE: �iL1 pre'l t
WETLANDS PRESENT: }� YES_ O
PRESENT ZONING: Y
REQUESTED ZONING:
PRESENT LAND USE DESIGNATION:
REQUESTED LAND USE DESIGNATI(
REASON FOR REQUEST: MW. tA1 GoY7s¢ t � )n
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
my knowledge.
GVLAMfonms\Development Review
3
Date
,¢CL (3� zoo-7
Date {CANNED
Rev. 12/05
Schoell Madson
Planning Engineering Surveying
15050 23rd Avenue North
Plymouth, MN 55447
T 763-746-1600
F 763-746-1699
www.schoollmadson.com
TO: City of Chanhassen
DATE: 4-24-07
1 PROJECT NO.: 61809-022
7700 Market Blvd
ATTENTION: Bob Generous
Chanhassen, MN 55317
SUBJECT: Lot 2, Arboretum Business Park Seventh
We are sending you ❑ herewith ❑ under separate cover the following:
® Plans ❑ Specifications ❑ Prints ❑Reports ❑ Shop Drawings ❑ Change Order
❑ Samples ❑ Copy of a Letter ❑ Data Sheets ® Other CD
Transmitted via: ❑Mail ❑ Fax ❑ Will Call ® 3 Hr. Messenger Service ❑ Overnight Delivery
QUANTITY
DESCRIPTION
16
Full size plan sets
1
8.5x11 plan set
1
CD with TIF images of plans
These are transmitted as follows:
® As Requested ❑ For Your Records ❑ For Your Use ❑ For Review and Comment
REMARKS:
Please call with questions _
SCHOELL & MADSON, INC.
Jerry Backman
Direct Dial No. 763-746-1620 CITY OF CHANHASSEN
Copy to: RECEIVED
APR 2 4 2007
CHANHASSEN pIANNING DEPT
RECEIVED
APR 2 4 2007
CITY OF CHANHASSEN
F:\ENG\61809\022\CORRES\SENT\Transmittal Form Chan 4-24-07.doc
SCA11NFe
Schoell Madson
Planning Engineering Surveying
15050 23rd Avenue North
Plymouth, MN 55447
T 763-146-1600
F 763-746-1699
www.schoellmadson.com
TO: City of Chanhassen
DATE: 04-16-07
PROJECT NO.: 61809-021
7700 Market Blvd
ATTENTION: Bob Generous
Chanhassen, Mn 55317
SUBJECT: Prelim Plat for ABORETUM BUSINESS PARK
7`" ADDITION
We are sending you ® herewith ❑ under separate cover the following:
❑ Plans ❑ Specifications ® Prints ❑Reports ❑ Shop Drawings ❑ Change Order
❑ Samples ❑ Copy of a Letter ❑ Data Sheets ❑ Other
Transmitted via: ❑Mail ❑ Fax ❑ Will Call ❑ Hr. Messenger Service ❑ Overnight Delivery
QUANTITY
DESCRIPTION
16
full size copies of updated preliminary plat
1
8.5x11 copy
These are transmitted as follows:
❑ As Requested ❑ For Your Records ❑ For Your Use ® For Review and Comment
REMARKS:
Thank You
SCHOELL & MADSON, INC.
Dave Davenport
Direct Dial No. 763-746-1619
Copy to:
CITY OFCHANHASSEN
RECEIVED
APR 16 2007
PLANNING DEPT
CADomments and Settings\davedWy Documents\fonns\Transmittal Form.doc SCANNED
._
.:,
.���� -
,� ... n
-�," a �' e
SCANNED
x
moo""
Thomas J. Campbell
Roger N. Knutson
Thomas M. Scott
Elliott B. Knetsch
Joel J. Jamnik
Andrea McDowell Poehler
Soren M. Mattick
John F. Kelly
Henry A. Schaeffer, III
Alina Schwartz
Samuel J. Edmunds
Cynthia R. Kirchoff
Marguerite M. McCarron
1380 Corporate Center Curve
Suite 317 • Eagan, MN 55121
651-452-5000
Fax 651-452-5550
www.ck-law.com
CAMPBELL KNUTSON
Professional Association
Direct Dial. (651)134-6111
E-mailAddress: snelson@ck-law.com
Ms. Kim Meuwissen
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
RE: CHANHASSEN —MISC.
January 18, 2008
T7- 10
RECEIVED
JAN 2 3 2003
CITY OF CHANHASSEN
DOCUMENTS
➢ Resolution 2007-34 — Approving Final Plat and Creating Arboretum
Business Park Seventh Addition, Chaska Gateway Partners, LLP
Dear Kim:
Enclosed for the City's files please find original recorded Resolution 2007-34
approving final plat and creating Arboretum Business Park Seventh Addition for
Chaska Gateway Partners, LLP. This resolution was recorded with Carver County on
September 24, 2007 as Abstract Document No. A472123 and as Torrens Document
No. T164541.
SRN:ms
Enclosure
Regards,
CAMPBELL KNUTSON
Professional Association
B� R. Ne—� Assistant
SCANNED
Document No. OFFICE OF THE
T 164541 REGISTRAR OF TITLES
III��II�IIIIII CARVER
Ch##3 $99TY MINNESOTA
e
33dJ
Certified Recorded on 09 242Qi
at 02:00 ❑ AM PM
2007-09-24
111111I gIVIVIVIIIIllll1111 R israrHanson,
of T lesr.
STATE OF MINNESOTA )
) ss
COUNTY OF CARVER )
Document NO. OFFICE OF THE
A 472123 COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Fee: $ 46.00 Checldt. 17888
Certified Recorded on 09-24-2007 at 02:00 ❑
47?123
II I I IIII I IIiIII I III CColu enso
cor er r
CERTIFICATION
I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City
of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of
Resolution 2007-34, entitled "Arboretum Business Park Seventh Addition:
Approving Final Plat — adopted by the Chanhassen City Council on May 29, 2007, with
the original copies now on file in my office and have found the same to be a true and
correct copy thereof.
Witness my hand and official seal at Chanhassen, Minnesota, this I Ith day
of June. 2007.
Kardn J. En tclt, Deputy Clerk
SCANNED
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, NIINNESOTA
DATE: May 29, 2007 RESOLUTION NO: 2007-34
MOTION BY: Peterson SECONDED BY: Ernst
A RESOLUTION APPROVING A FINAL PLAT
CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION,
CHASKA GATEWAY PARTNERS, LLP
WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their
property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code and the Arboretum Business Park Development Design Standards; and
WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15,
2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves the final plat for Arboretum Business Park 7th Addition (Planning Case #07-10) for the
Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business
Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 70' Addition, as
shown on the plans prepared Schnell Madsen, dated April 16, 2007, and as amended by the City,
subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the
"wetland trail." Connection points for this new trail shall be the terminus of the Trotters
Ridge trail, the intersection of Century Boulevard and West Wd Street, and the
intersection of Century Boulevard and Water Tower Place. Bid documents, including
plans and specifications, shall be approved by the Park & Recreation Director and City
Engineer prior to soliciting bids. Project bidding shall occur in a competitive
environment with a minimum of three bids being received. The results of the bidding
process shall be reviewed with the Park & Recreation Director and City Engineer prior to
award. Cash payment for trail construction shall be made from the City of Chanhassen to
Steiner Development upon completion, inspection, and acceptance of the trail.
5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7a' Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to
accommodate the `wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of
the final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for
a required bridge crossing and typical construction cross section for a 10-foot wide trail
prior to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer
edge signs, under the direction of City staff, before construction begins and shall pay the
City $20 per sign. All structures shall maintain a setback of at least 40 feet from the
wetland buffer edge. The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The
first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be
revised to show the primary zone boundary, the 40-foot setback from the primary zone
and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within
the 20-foot buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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 Sloe
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.)
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have 7-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as -needed. Provisions for street cleaning shall be included in the
SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is
$102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7`h Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site
design is consistent with the preliminary plat assumptions, and that the pond meets
NPDES requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit
calculations verifying that the proposed design meets the pond design assumptions and
meets other agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension.
Passed and adopted by the Chanhassen City Council this 29 h day of May, 2007.
ATTEST:
6
A / I'L
Todd Geifiardt, City Clerk/Manager
YES NO
Furlong
Ernst
Litsey
Peterson
Thomas A. Furlong, Mayor
ABSENT
Tjornhom
0
Note:
Sift fence per MNDOT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fastened
steel T-Posts with 3(501b) tens
strength plastic zip ties per
T-Post. (Machine sliced)
T Posts 24" in ground
ties
Min. Depth of sift
f l eem,leat
Note:
Type 2 silt fence is the same as type I with hay bales installed as per detail
Type 2 to be used to protect all wetlands.
Zip Ties
24" in ground
Hay or Straw Bales
w mcd stake 46- H-0 h IS b La ib Hr
d
Bobs xe t° Ee !ieE ,rAn a rm,-rkgrcEabls Wrtw»
0 p,0
1"-2"WASHED ROCK
,SO
6"MIN.DEPTH FOR ROCK
10"MIN.DEPTH FOR WOODCHIPS
18" MINIMUM CUT OFF BERM ---J
TO MINIMIZE RUNOFF FROM SITE /
FILTER FABRIC
�Z�r.;..-_�
tall
♦
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
CITY OF SLT CITY OF I am
CHIBASSEN CBANBASSEN
Tn, i°:A'F:M.: � In,.l
`:£ =M 393_5301
GRADING NOTES:
1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS
PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE:
1-800-252-1166.
2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING
UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY
DISCREPANCIES OR VARIATIONS.
3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE
WITH THE EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER
UNSTABLE MATERIAL.
4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO
HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.
WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE
EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE EXISTING
PAVEMENT.
5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL
CONTROL.
6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED
UTILITY ITEMS, AND ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY
OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE.
7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING
GRADED TO 'PLAN SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD
DIMENSIONS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL AND/OR
STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE
PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE
SITE PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL BE COORDINATED WITH
THE GEOTECHNICAL REPORT.
8) ALL TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON THE SITE AT A LOCATION
TO BE DETERMINED BY THE OWNER.
9) ALL FILL AREAS SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
10) UPON COMPLETION OF GRADING ACTIVITIES, ALL DISTURBED AREAS SHALL BE
COVERED WITH 4" OF TOPSOIL THEN SEEDED WITH MNDOT MIX 150 APPLIED AT A
RATE OF 40 LBS/ACRE AND FERTILIZED WITH 10-10-20 AT A RATE OF 200
LBS/ACRE.
1 1) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON
EROSION & SEDIMENT CONTROL PRACTICES, INCLUDING INSTALLATION AND
MAINTENANCE PROCEDURES.
12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO
WORKING WITHIN THE RIGHT-OF-WAY AND DETERMINE IF CITY INSPECTION WILL BE
REQUIRED.
Issue / Revision
Date: Description: Bv: Date: Description: Bv:
WARNING
/ CITY OF CHANHASSQII
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES / I
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, / RECEIVED/
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED >
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR APR 2 4 2007
REPLACE THE ABOVE WHEN DAMAGED DURING C1IANrIAsseNPLANNING DEPT
CONSTRUCTION AT NO COST TO OWNER. f r 1
krip
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I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Scott Ham
Date: Reg. No. 13394
Reviewed By: Jerry Backman
1 Designed By:
I Drawn By:
I Checked By:
Schoell Madson
Planning Engineering Surveying
m
15050 23rd Avenue North
Plymouth, Minnesota 55447
T 763-746-1600 F 763-746-1699
11110 Industrial Circle NW, Suite E
Elk River, Minnesota 55320
T 763-241-0108 F 763-241-8351
v,Mrov.schoel Imadson.com
Client:
CHASKA GATEWAY PARTNERS, `._LC
3610 County Road 101 South
Wayzata, MN 55391
Project: Date:
LOT 2 ARBORETUM BUSINESS PARK SEVENTH ADDITION 4.24.07
CHANHASSEN,MN
Sheet Title: Sheet: 3
GRADING PLAN C
SMI Project Number: 61809-09X
PROJECT: LOT 2 ARBORETUM BUSINESS PARK
SEVENTH ADDITION
LOCATION: CHANHASSEN, MN
OWNER/DEVELOPER: CHASKA GATEWAY PARTNERS, LLC
3610 COUNTY ROAD 101 SOUTH
WAYZATA, MN 55391
CONTRACTOR: TBA
ENGINEER: SCHOELL MADSON
15050 23RD AVENUE NORTH
PLYMOUTH, MN 55447
CONTACT: JERRY BACKMAN
763-746-1620
jerryb@schoellmodson.com
1. DESCRIPTION (purpose and types of will disturbing activities):
THIS SWPPP IS DESIGNED TO (1) IDENTIFY ALL THE POTENTIAL SOURCES OF
POLLUTION WHICH MAY REASONABLY BE EXPECTED TO AFFECT STORM WATER
DISCHARGES FROM THE SITE; (2) DESCRIBE THE PRACTICES TO BE USED TO REDUCE
POLLUTANTS IN STORM WATER DISCHARGES FROM THE SITE; AND (3) ASSURE
COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE NPDES PHASE II STORM
WATER PERMIT. AS REQUIRED AND DEFINED BY THE NPDES PHASE II STORM WATER
PERMIT, THE SWPPP WILL BE IMPLEMENTED AT THE SITE FROM THE COMMENCEMENT
OF CONSTRUCTION ACTIVITY UNTIL THE COMPLETION OF FINAL STABILIZATION.
THE PROJECT WILL CONSIST OF A BUILDING AND PARKING LOT ADDITION.
THE PROJECT SHALL FOLLOW MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION
2005 EDITION UNLESS OTHERWISE NOTED.
2. SEQUENCE OF CONSTRUCTION AC7M E.S:
THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:
1) INSTALL ROCK ENTRANCE BERM
2) INSTALL SILT FENCE
3) CLEAR AND GRUB SITE
4) EXCAVATION & EARTH MOVING
5) TOPSOIL RESPREAD
6) STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED
7) INSPECT SITE
wpm
s -
496 SKWA CM V.
'.p
IL ULVIAM COL
_WE CAxnE rim C.
s � ,
$4WWAA ML
r RL
_rn WDN CT,
z,, a
V
PIJIUALL
69
.
Ct.CHANHASSE
_§
96.
9a �EOL 2000 POP, 2Q321
1IIW IMAM U"W M1:,
PA
LA cmw
EL
T -. rT, w,4l::.F::.P
Avg FMSF-- P.L.
..a __ (CATION
ViY �
LOCATION MAP
NO SCALE
3. CONTROL MEASURES:
3.1 AREAS OF CONCERN
A) DISCHARGE TO WETLANDS, LAKES, & STREAMS
THE PERIMETER OF ALL WETLANDS AND EXISTING BODIES OF WATER SHALL BE
SURROUNDED BY SILT FENCE.
B) GENERATION OF DUST
DUST CONTROL MAY BECOME NECESSARY. WATER TRUCKS MAY BE REQUESTED IF
IT IS NECESSARY.
C) TRACKING ONTO PUBLIC STREETS AND COUNTY & STATE ROADS
A ROCK ENTRANCE BERM HAS BEEN PROVIDED TO HELP REDUCE VEHICLE
TRACKING OF SEDIMENTS ONTO THE CITY STREETS. THE DEVELOPER WILL INSTALL
INLET PROTECTION ON THE EXISTING STREETS AS REQUESTED BY THE CITY.
D) WASHOUTS AROUND POND AND WETLAND AREAS
SILT FENCE SHALL BE INSTALLED IMMEDIATELY AFTER NEW POND & WETLAND
CONSTRUCTION. IF APPLICABLE, ADDITIONAL STABILIZATION MAY BE REQUESTED BY
THE CITY OR PROJECT ENGINEER.
E) STOCK PILES
STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN SEVEN DAYS OF ACTIVITY.
3.2 STANDARD CONTROL MEASURES
A) TEMPORARY ROCK CONSTRUCTION ENTRANCE
A ROCK ENTRANCE BERM IS CONSTRUCTED OF COARSE CLEAN ROCK INSTALLED AT
THE PROPOSED ENTRANCE POINT FOR ALL CONSTRUCTION VEHICLES. A DETAIL OF
THE ROCK ENTRANCE BERM IS SHOWN ON THE DETAILS SHEET. THIS STONE PAD
PROVIDES A TIRE CLEANING MECHANISM FOR ALL VEHICLES LEAVING THE SITE.
B) SILT FENCE
SILT FENCES ARE DESIGNED AS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A
FILTER FABRIC ATTACHED TO SUPPORT POSTS. THE SILT FENCE SHALL IN
GENERAL BE PLACED AROUND THE PERIMETER OF THE SITE OR AT THE LIMITS OF
THE PROPOSED DISTURBED AREAS. REFER TO THE GRADING PLAN FOR EXACT
LOCATIONS.
C) FINISHED GRADE SLOPES
THE SITE IS BEING GRADED AT 3:1 SLOPES OR FLATTER TO PROVIDE A LESS
EROSIVE SURFACE. 3:1 SLOPES SHALL BE SEEDED WITH MNDOT MIX 150. ANY
3:1 SLOPES OVER 35 FEET IN LENGTH (UNLESS THEY ARE ISOLATED FROM RUNON
WATER) OR 3:1 SLOPES WITH CONCENTRATED FLOWS SHOULD USE A MNDOT
CATEGORY 3 EROSION CONTROL BLANKET AS NEEDED. THERE SHALL BE NO
UNBROKEN 3:1 SLOPES GREATER THAN 75 FEET IN LENGTH. THERE ARE NO
SLOPES PROPOSED GREATER THAN 3:1.
D) STORM DRAIN INLET PROTECTION
STORM DRAIN INLET PROTECTION IS A SEDIMENT BARRIER PLACED AROUND A
STORM SEWER INLET. THIS STRUCTURE TRAPS SEDIMENT BEFORE IT ENTERS THE
STORM SEWER SYSTEM. THE UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL
THE WIMCO STRUCTURAL STREET INSERTS. PRIOR TO INSTALLATION, THE ENGINEER
SHOULD VERIFY WITH THE CITY AND OTHER AGENCIES THAT THE PROPOSED INLET
DEVICE IS IN COMPLIANCE WITH THEIR STANDARD DETAILS. THE BMPS MUST BE
INSTALLED WITHIN 24 HOURS OF CONNECTION AND CAN ONLY BE REMOVED DURING
WINTER MONTHS AMD ONCE 70% DENSITY PERMANENT VEGETATION IS ESTABLISHED
IN 100% OF THE CONTRIBUTING WATERSHED.
E) OUTLET STRUCTURES AND OUTLET PROTECTION
AN OUTLET STRUCTURE IS PROPOSED FOR THE STORM WATER TREATMENT POND.
THE OUTLET STRUCTURE WILL PROVIDE SKIMMING AND RATE CONTROL FOR WATER
LEAVING THE POND. RIP -RAP WILL BE PLACED AT THE BASE OF ALL APRONS TO
PROVIDE EROSION CONTROL BY PROTECTING THE DOWNSTREAM SOILS FROM
TURBULENCE AND HIGH DISCHARGE VELOCITIES. THE RIP RAP WILL BE INSTALLED
IN ACCORDANCE WITH CITY STANDARD DETAILS, AND MUST BE INSTALLED WITHIN
24-HOURS OF CONNECTION TO SURFACE WATERS.
F) TEMPORARY RESTORATION
TEMPORARY SEEDING WILL BE DONE AS REQUIRED BY THE NPDES PHASE II PERMIT
AND THE GRADING WILL BE SCHEDULED TO MINIMIZE THE DISTURBED AREA AT ALL
TIMES. IF NECESSARY, ALL DISTURBED AREAS WILL BE RESTORED WITH 6" OF
TOPSOIL. THE SEED MIX SHALL BE IN ACCORDANCE WITH MNDOT MIX 150
APPLIED AT A RATE OF 40 LBS/ACRE AND FERTILIZED WITH 10-10-20 AT A RATE
OF 200 LBS/ACRE. THE MULCH SHALL BE MNDOT TYPE 1 AND APPLIED AT A
RATE OF 2 TONS/ACRES, DISC ANCHORED (WITH DISC BLADES SET NEARLY
STRAIGHT) IMMEDIATELY AFTER PLACEMENT. WOOD FIBER BLANKETS (MNDOT
CATEGORY 3) WILL BE INSTALLED ON 3:1 SLOPES AS NEEDED AND ON ALL DITCH
BOTTOMS GREATER THAN 2%.
G) PERMANENT RESTORATION
PERMANENT SITE RESTORATION SHALL BE IN ACCORDANCE WITH THE LANDSCAPE
PLAN, AND MAY INCLUDE SODDING OR SEEDING.
H) TRASH AND DEBRIS
ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE COLLECTED AND
DEPOSITED IN A DUMPSTER, AND THE DUMPSTER SHALL BE EMPTIED AS
NECESSARY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL
SANITARY SEWER WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS
REQUIRED BY LOCAL REGULATIONS.
1) DEWATERING
DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR
SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A SEDIMEN BASIN
ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE
DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE
TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT
ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE
CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED
FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER
NATURAL ROCK RIPRAP SAND BAGS PLASTIC SHEETING OR OTHER ACCEPTED
ENERGY DISSIPATION MEASURES. ALL WATER FROM DEWATERING MUST BE
DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS OR
EROSION.
J) CONNECTION TO SURFACE WATERS
ALL EXPOSED SOIL AREAS. WITHIN 200 FEET OF A SURFACE WATER OR ANY
STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER
MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (10:1
TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE
POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB
AND GUTTER SYSTEM, STORM SEINER INLET, DRAINAGE DITCH, OR OTHER SYSTEM
THAT DISCHARGES TO A SURFACE WATER. THE NORMAL WETTED PERIMETER OF
ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE
PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER
(WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER).
K) TEMPORARY STOCKPILES
TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE
BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING
STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS
OR DITCHES.
Issue / Revision
Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Scott Hard
Date: Reg. No. 13394
Reviewed By: Jerry Backman
Drawn By:
Checked By:
JLI
POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT
ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY
IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT
REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE.
CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR
STORED AT THE SITE
POTENTIAL POLLUTANT
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Scott Hard
Date: Reg. No. 13394
Reviewed By: Jerry Backman
Drawn By:
Checked By:
JLI
POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT
ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY
IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT
REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE.
CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR
STORED AT THE SITE
POTENTIAL POLLUTANT
Y OR N
LOCATION
ANTIFREEZE
YES
VARIOUS
ASPHALT
YES
CONTRACTOR
DIESEL FUEL
YES
VARIOUS
FERTILIZER
YES
LANDSCAPE
GASOLINE
YES
IN EQUIPMENT
GLUE/ADHESIVES
YES
CONTRACTOR
HYDRAULIC OIL/FLUIDS
YES
CONTRACTOR
PAINTS
YES
CONTRACTOR
GREASE
YES
CONTRACTOR
SANITARY WASTE
YES
VARIOUS
SOIL AMENDMENTS
NO
LANDSCAPING MATERIALS
YES
LANDSCAPE
CONTROL MEASURE
SECONDARY CONTAINMENT
SECONDARY CONTAINMENT
SECONDARY CONTAINMENT
SECONDARY CONTAINMENT
SECONDARY CONTAINMENT
CONTRACTOR RESPONSIBLE
SECONDARY CONTAINMENT
CONTRACTOR RESPONSIBLE
SECONDARY CONTAINMENT
SERVICE PROVIDER TO SECURE
UNITS FROM TIPPING OVER
CONTRACTOR RESPONSIBLE
5. EROSION CONTROL INSPECTION AND MAINTENANCE
5.1 EROSION CONTROL INSPECTION
INSPECTIONS WILL INCLUDE A VISUAL INSPECTION OF ALL DISTURBED AREAS OF THE
SITE, MATERIAL STORAGE AREAS EXPOSED TO PRECIPITATION, SEDIMENT AND EROSION
CONTROL MEASURES, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE
CONSTRUCTION SITE, AND ACCESSIBLE DISCHARGE POINTS (OUT FALLS).
THE PURPOSE OF THE INSPECTIONS IS TO ASSESS AND DETERMINE WHETHER
EROSION CONTROL MEASURES ARE OPERATING PROPERLY AND EFFECTIVELY.
INSPECTION REPORTS WILL BE COMPLETED AT THE TIME OF THE INSPECTION AND
CERTIFIED AS REQUIRED BY THE APPLICABLE NPDES PHASE II STORM WATER PERMIT.
THE CONTENT OF THE INSPECTION REPORTS WILL ADDRESS THE REQUIRED CONTENT
FOR THE INSPECTION REPORTS PROVIDED BY THE NPDES PHASE II STORM WATER
PERMIT. THE INSPECTION REPORT WILL INDICATE WHETHER ANY INCIDENTS OF
NON-COMPLIANCE WITH THE REQUIREMENTS OF THE NPDES PHASE II STORM WATER
PERMIT WERE OBSERVED AND ANY CONDITIONS REQUIRING AN AMENDMENT TO THE
SWPPP.
ALL INSPECTION AND INSPECTION REPORTS AT THIS SITE WILL BE COMPLETED BY A
REPRESENTATIVE FROM THE CONTRACTORS FIRM.
INSPECTION AND MAINTENANCE RECORDS SHALL SPECIFY THE FOLLOWING:
1. DATE AND TIME OF INSPECTION.
2. NAME OF PERSON(S) CONDUCTING INSPECTIONS.
3. DATE AND AMOUNT OF RAINFALL FOR EVENTS GREATER THAN 0.5 IN/24 HR.
ALL INSPECTORS WILL BE FAMILIAR WITH ALL ASPECTS OF THIS SWPPP INCLUDING
THE IMPLEMENTED BMP'S AND WILL COMPLETE REGULAR INSPECTIONS OF THE SITE.
DOCUMENTATION OF THE EXPERIENCE AND QUALIFICATIONS OF PERSONNEL MAKING
INSPECTIONS AT THIS SITE ARE INCLUDED IN THIS SECTION OF THE SWPPP.
INSPECTIONS WILL BE COMPLETED ACCORDING TO THE SCHEDULE BELOW.
1. EVERY 7 DAYS
2. WITHIN 24 HOURS OF THE END OF EACH RAIN EVENT OF 0.5" OR MORE
3. WHEN 6" OF SNOW MELT OCCURS
5.2 EROSION AND SEDIMENT CONTROL MAINTENANCE
1) ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN GOOD
WORKING ORDER. NECESSARY MAINTENANCE AND REPAIRS WILL BE INITIATED WITHIN A
24 HOUR PERIOD OF THE MAINTENANCE AND INSPECTION REPORT. A RECORD OF
ALL REPAIRS SHALL BE MADE WITHIN THE REPORT.
2) EXPOSED EXCAVATION AREAS SHALL BE KEPT TO A MINIMUM BY BALANCING CUT
AND FILL AREAS THROUGHOUT Tr.L GRADING OPERATION IN ACCORDANCE WITH
THE APPROVED GRADING PLAN.
3) SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT BUILD-UP. SEDIMENT
SHALL BE REMOVED FROM ALL SILT FENCE WHEN IT HAS REACHED ONE-THIRD OF
THE FENCE HEIGHT.
4) SILT FENCE WILL BE INSPECTED FOR TEARS. SILT FENCE SHALL ALSO BE
INSPECTED TO ENSURE THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS
AND IF THE FENCE POSTS ARE FIRMLY IN THE GROUND.
5 STOCKPILES WILL BE INSPECTED FOR SILT FENCE OR OTHER SEDIMENT
CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER
CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES.
6) STORM WATER TREATMENT PONDS WILL BE MONITORED FOR DEPTH OF SEDIMENT.
SEDIMENT MAY HAVE TO BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED
BY 50% OR MORE, AND WITHIN 72 HOURS OF DISCOVERY. SEDIMENT MAY ALSO
HAVE TO BE REMOVED AT THE END OF THE PROJECT OR AS DIRECTED BY THE CITY
OR PROJECT ENGINEER.
7) STORM DRAINS WILL BE INSPECTED FOR PROTECTION DURING CONSTRUCTION
UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN
STABILIZED.
8) EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS WILL BE
MAINTAINED IN EFFECTIVE OPERATING CONDITION. IF INSPECTIONS INDICATE THAT A
BMP IS NOT OPERATING PROPERLY, MAINTENANCE OR MODIFICATION OF THE BMP
WILL BE PERFORMED. THIS WORK SHALL BE PERFORMED BEFORE THE NEXT STORM
EVENT WHENEVER PRACTICAL AND NO LATER THAN 7 CALENDAR DAYS FROM THE
INSPECTION DATE TO ENSURE ITS CONTINUED EFFECTIVENESS.
9) IF ADDITIONAL BMPS ARE NECESSARY, THE ADDITION WILL BE MADE BEFORE THE
NEXT STORM EVENT, WHENEVER PRACTICAL, AND NOT LATER THAN 7 CALENDAR DAYS
FROM THE INSPECTION DATE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT
IS NOT PRACTICAL, THE CONDITIONS WILL BE DOCUMENTED IN THE APPLICABLE
SWPPP AMENDMENT, AND ALTERNATIVE BMPS WILL BE USED AS SOON AS POSSIBLE.
10) OFF -SITE SEDIMENT SHALL BE REMOVED FROM ALL PAVEMENT SURFACES WITHIN
24 HOURS OF DISCOVERY.
11) SEDIMENT SHALL BE REMOVED FROM ALL SURFACE WATERS WITHIN 7 DAYS OF
DISCOVERY.
6. FINAL STABILIZATION:
TEMPORARY STABILIZATION WILL REMAIN IN PLACE FOR ALL AREAS UNTIL FINAL
STABILIZATION OCCURS. TO COMPLETE FINAL STABILIZATION, THE FOLLOWING MUST
OCCUR:
-STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY)
-DRAINAGE DITCHES STABILIZED
-TEMPORARY SYNTHETIC & STRUCTURAL BMPS REMOVED
-SEDIMENT CLEANED OUT OF STORM WATER CONVEYANCES &
SEDIMENTATION BASINS, AND BASINS RETURNED TO DESIGN CAPACITY
THE NOTICE OF TERMINATION SHALL BE USED TO TERMINATE PERMIT COVERAGE OF
THE ORIGINAL STORMWATER PERMIT NUMBER OR THE SUBDIVISION REGISTRATION
PERMIT NUMBER.
15050 23rd Avenue North
Schnell Madson T763-746-160eso IF763-7
T 763-746 1600 F 763-746-1699
Planning Engineering Surveying 11110 Industrial Circle NW, Suite E
Elk River, Minnesota 55330
T 763-241-0108 F 763-241-8351
7 www.schoellmadson.com
Client:
7. PLAN AMENDMENTS'
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE AMENDED IF
THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION MAINTENANCE, WEATHER
OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT IMPACT ON THE DISCHARGE TO
THE SURFACE WATERS OR UNDERGROUND WATERS. THE PLAN WILL ALSO BE
AMENDED IF IT IS PROVEN TO BE INADEQUATE IN CONTROLLING POLLUTANTS IN STORM
WATER DISCHARGES DUE TO CONSTRUCTION ACTIVITIES.
B. CERTIFICATION OF COMPLIANCE WITH FEDERAL. STATE, AND LOCAL
REGULATIONS:
THIS STORM WATER POLLUTION PREVENTION PLAN WAS PREPARED IN ACCORDANCE
WITH THE NPDES/SDS GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH A CONSTRUCTION ACTIVITY. ALL OTHER APPLICABLE FEDERAL, STATE, OR LOCAL
REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL SITE PLANS (OR PERMITS), OR
STORM WATER MANAGEMENT SITE PLANS (OR PERMITS) HAVE BEEN TAKEN INTO
ACCOUNT AND ALL REQUIREMENTS WILL BE MET.
HYDROLOGIC CALCULATIONS HAVE BEEN PERFORMED TO MODEL THE PROPOSED AND
EXISTING DRAINAGE CHARACTERISTICS OF THE SITE. AN EFFORT HAS BEEN MADE TO
ACCOUNT FOR ALL STORM WATER BOTH ENTERING AND LEAVING THE SITE. AS SUCH,
MOST OF THE SITES RUNOFF WILL BE COLLECTED AND TREATED IN STORM WATER
TREATMENT PONDS. STORM WATER CONVEYANCE WILL BE PROVIDED BY DRAINAGE
SWALES, CONCRETE CURB AND GUTTER, AND A SUB -SURFACE DRAINAGE NETWORK
LOCATED THROUGHOUT THE SITE. THOSE AREAS WHERE STORM WATER CANNOT BE
COLLECTED BY ANY OF THE SYSTEMS LISTED ABOVE SHALL HAVE THE NECESSARY
TEMPORARY MEASURES EMPLOYED TO REDUCE THE RISK OF SEDIMENT CONTAMINATION
AND EROSION UNTIL PERMANENT VEGETATIVE COVER CAN BE ESTABLISHED.
10. NON -STORM WATER MANAGEMENT:
NON -STORM WATER DISCHARGES WILL BE ELIMINATED OR REDUCED TO THE EXTENT
FEASIBLE, WITH THE EXCEPTION OF THOSE NECESSARY FOR THE COMPLETION OF
CERTAIN CONSTRUCTION ACTIVITIES. AUTHORIZED NON -STORM WATER DISCHARGES
FROM THIS SITE INCLUDE.
1. FIRE HYDRANT FLUSHINGS
2. WATER USED FOR DUST CONTROL PURPOSES
3. POTABLE WATER AND UNCONTAMINATED WATER LINE FLUSHING
4. EXTERNAL BUILDING WASH WATER WHEN DETERGENT IS NOT USED
5. UNCONTAMINATED GROUNDWATER OR SPRING WATER
6. UNCONTAMINATED EXCAVATION DEWATERING
7. PUMPING OF DETENTION BASINS OR DE -SILTING BASINS AFTER RAIN EVENTS
(USING PROPER FILTERING DEVICES PER GENERAL PERMIT)
8. STREET CLEANING (WHERE PERMITTED)
THESE AUTHORIZED NON -STORM WATER DISCHARGES WILL BE CONDUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE NPDES PHASE II PERMIT, AND EVERY
EFFORT WILL BE MADE TO MINIMIZE NON -STORM WATER RUNOFF FROM THESE SITE
ACTIVITIES.
11. CONSTRUCTION CHEMICALS MID POLLUTANTS:
11.1 SPILL PREVENTION
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES TWAT WILL BE USED
TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS
AND SUBSTANCES TO STORM WATER RUNOFF.
- AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT TO DO THE
REQUIRED JOB.
- ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT AND ORDERLY
MANNER.
- ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH THE
ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINERS ARE NOT
RESEALABLE.
- SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
- WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED UP BEFORE
DISPOSING OF THE CONTAINER.
- MANUFACTURER'S RECOMMENDATIONS FOR PROPER DISPOSAL SHALL BE
FOLLOWED.
- THE SITE SUPERINTENDENT WILL ROUTINELY INSPECT THE SITE TO INSURE
PROPER DISPOSAL OF ALL ON SITE MATERIALS.
FERTILIZERS - FERTILIZERS SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS AS
RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, THE FERTILIZER WILL BE
WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TO TRANSIENT SURFACE WATERS.
PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
REQUIRED FOR USE. EXCESS PAINT SHALL BE PROPERLY DISPOSED OF IN
ACCORDANCE WITH LOCAL REGULATIONS.
CONCRETE TRUCKS - CONCRETE TRUCKS (ALL CONSTRUCTION EQUIPMENT) WILL
ONLY BE ALLOWED TO WASH OUT IN DESIGNATED DISCHARGE AREAS.
PRODUCT SPECIFIC PRACTICES - PETROLEUM PRODUCTS -ALL ON SITE VEHICLES
AND EQUIPMENT WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR
PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. NO ENGINE
DEGREASING WILL BE ALLOWED ON SITE. PETROLEUM PRODUCTS WILL BE STORED
IN A TIGHTLY SEALED CONTAINER, WHICH IS CLEARLY LABELED. ANY ASPHALT
SUBSTANCES USED ON SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
11.2 SPILL CONTROL PRACTICES
- ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS.
- THE SPILL AREA WILL BE KEPT WELL VENTILATED.
- SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE
APPROPRIATE AGENCIES.
- A LOG OF THE SPILL TYPE, LOCATION, DATE, AND TIME WILL BE CREATED BY
THE JOB SUPERINTENDENT. STORM WATER POLLUTION PREVENTION PLAN
WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF
SPILL FROM REOCCURRING.
11.3 HAZARDOUS WASTES
HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A.
REGULATIONS. SECONDARY CONTAINMENT & RESTRICTED ACCESS MUST BE
PROVIDED AROUND FUELING AREAS (IF ANY) OR AS DIRECTED BY THE WATERSHED
DISTRICT. CONTAINMENT DEVICES MAY INCLUDE POLY -LINED SOIL BERM,
POLY -LINED STRAW BALES, OR APPROVED IMPERVIOUS BARRIER.
CHASKA GATEWAY PARTNERS, LLC
3610 County Road 101 South
Wayzata, MN 55391
12. HOUSEKEEPING BMPS'
1) VEHICLE AND EQUIPMENT MAINTENANCE AND REPAIR ACTIVITIES AT THE SITE WILL
BE PERFORMED IN THE DESIGNATED CONTROL AREAS. THIS AREA TO BE FIELD
LOCATED BY CONTRACTOR AND ENGINEER AND NOTED ON THE SWPPP.
2) SOLID MATERIALS, INCLUDING BUILDING MATERIALS, GARBAGE, AND DEBRIS WILL BE
CLEANED UP DAILY AND PROPERLY DISPOSED OF TO PREVENT THE DISCHARGE OF
THESE MATERIALS TO SURFACE WATERS OR TO STORM DRAINS.
3) WASTE RECEPTACLES WITH LIDS WILL BE PROVIDED AT CONVENIENT LOCATIONS
THROUGHOUT THE SITE. THESE RECEPTACLES ARE, TO THE EXTENT PRACTICABLE,
PLACED IN LOCATIONS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF STORM
WATER RUNOFF AND THAT DO NOT DRAIN DIRECTLY TO SURFACE WATER BODIES.
THE LOCATIONS OF THESE RECEPTACLES TO BE DETERMINED IN THE FIELD. THE
RECEPTACLES WILL BE EMPTIED AND THE WASTE REMOVED FROM THE SITE FOR
APPROPRIATE DISPOSAL OR RECYCLING ON A REGULAR SCHEDULE TO PREVENT
THEM FROM OVERFILLING.
4) LOCATIONS FOR EQUIPMENT WASH OUT AREAS WILL BE DESIGNATED IN THE FIELD.
EQUIPMENT WASH WATER WILL BE CONTROLLED TO PREVENT UNAUTHORIZED DRY
WEATHER DISCHARGES AND TO AVOID MIXING WITH STORM WATER.
5) CONSTRUCTION MATERIALS AND CHEMICALS USED OR STORED ON SITE ARE KEPT IN
SMALL QUANTITIES WHENEVER POSSIBLE. WHEN NOT IN USE, THEY WILL BE
STORED IN SEALED CONTAINERS AND UNDER COVER TO PREVENT DIRECT CONTACT
WITH STORM WATER. APPROXIMATE LOCATIONS OF DESIGNATED MATERIAL AND
CHEMICAL STORAGE AREAS ARE PROVIDED ON THE SWPPP MAP. ANY INADVERTENT
SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY AND THE MATERIALS
WILL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REQUIREMENTS.
6) VEHICLE FUELING WILL BE CONDUCTED IN A LOCATION AWAY FROM ACCESS TO
SURFACE WATERS WHENEVER PRACTICABLE. ON SITE FUEL STORAGE TANKS OTHER
THAN APPROVED PORTABLE FUEL CONTAINERS SUCH AS GASOLINE CANS, WILL HAVE
A MEANS OF SECONDARY CONTAINMENT AND WILL BE LOCATED, WHENEVER
PRACTICABLE, UNDERCOVER. ANY INADVERTENT SPILLS WILL BE CLEANED UP
IMMEDIATELY UPON DISCOVERY AND THE MATERIALS WILL BE DISPOSED OF IN
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
7) RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE
QUANTITIES IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE WILL BE
REPORTED AS REQUIRED BY THE APPLICABLE CGP, AND THE SWPPP WILL BE
MODIFIED WITHIN 7 CALENDAR DAYS OF LEARNING OF THE RELEASE. SWPPP
MODIFICATIONS WILL BE RECORDED IN SECTION R TO REFLECT THE RELEASE,
INCLUDING A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE
RELEASE AND THE DATE OF THE RELEASE. THE SWPPP MODIFICATION WILL ALSO
IDENTIFY RESPONSES TO BE EMPLOYED FOR SUCH RELEASES AND MEASURES TO
PREVENT THE REOCCURRENCE OF SUCH RELEASES.
8) PORTABLE TOILETS ARE PROVIDED ON SITE. LOCATIONS TO BE DETERMINED IN
FIELD.
9) STRIPS OF MATURE VEGETATION SHALL BE PRESERVED WHENEVER POSSIBLE.
10) CLEARING AND GRUBBING MATERIAL SHALL BE CHIPPED UP AND USED FOR
EROSION CONTROL WHENEVER POSSIBLE.
11) WIMCO STYLE CATCH BASIN INSERTS SHALL BE USED IN ALL STORM SEWER CATCH
BASINS.
Date:
4.24.07
Sheet Title: Sheet:
SWPPP C2
SMI Project Number: 61809-022
Project:
LOT 2 ARBORETUM BUSINESS PARK SEVENTH ADDITION
CHANHASSEN,MN
o—T - to
CITY OF
CHANHASSEN
September 2, 2009
7700 Market Boulevard
PC Box 147
Chanhassen, AN 55317
S. Asim Gul
Mamac Systems, Inc.
Administration
8189 Century Boulevard
Phone:952.227.1100
Chanhassen, MN 55317-8002
Fax: 952.227.1110
Building Inspections
Re: Mamac Systems
Phone: 952.227.1180
Release of Site Plan Agreement Escrow
Fax:952.227.1190
Planning Case 07-10
Engh*ering
Dear Mr. Gul:
Phone:952.227.1160
Fax:952.227.1170
Enclosed please find a check in the amount of $2,000.00 as final release of the
Finance
development security for Lot 1, Block 1, Arboretum Business Park 71h Addition
Phone:952,227,1140
(Maniac Systems).
Fax: 952,227.1110
If you have any questions, feel free to contact me at 952-227-1131.
Park 8 Recreation
Phone:952.227.1120
Sincerely,
Fax: 952.227.1110
Recneation Center
2310 Couller Boulevard!
Phone:952.227.1400
Robert Generous, AICP
Fax:952.227,1404
Senior Planner
Planning &
Enclosure
Natural Resources
Phone: 952.227.1130
Fac952227.1110
ec: Jill Sinclair, Environmental Resource Specialist
Alyson Fauske, Assistant City Engineer
Pubic Works
1591 Park Road
Phone: 952.227.130I)
Ianx2007 1annln c m\07-10 arboretum business ark 7th addition-mamac
BxP P 8 P systemstescrow release ktter.doc
Fax:952,227.1310
Senior Center
Plane: 952.227.1125
Fax: 952.227.1110
Web Site
wwaci.chanhassenna.us
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
SCANNED
CITY OF CHANHASSEN
7706 MARKET BLVD., P.O. BOX 147
CHANHASSEN, MN 55317
(952) 227-1140
Pay TWO THOUSAND AND XX / 100
To the order of
MAMAC Systems Inc
8189 Century Blvd.
Chanhassen, MN 55317-8002
M&I MARSHALL & ILSLEY BANK 14274017-
n s 910
Date Amount
9/3/2009 $2,000.00
III L4274011• i:091001IS?': 001,LP3-4?07Sill
Check Date: 9/3/2009 Vendor No: MAMAC
Check Amount: $2,000.00 Vendor Name: MAMAC Systems Inc
Vendor Acct No:
Invoice Number Date Description GL Account Amount
090209 9/2/2009 Site Plan Agreement07-10 815-8221-2024 2,000.00
Status Report 8/17/09 PLAKOR2
M3031M
00 Au uet 2000 September
T F S S M T W T F S S 1,1 T W T F
1 1 2 3 4 5 1 2
-6 7� 8 -6 7 8 9 10 11 12 3 4 5 6 7 6 9.13 14 16 13 14 15 16 17 18 19 10.11 12 13 14 15 1620 2122 20 21 22 23 24 25 26 t7 18 19 20 21 222327 26 29 27 28 29 30 31 - 24 25 26 27 28 29 315.. .....
:.,,e Securities
(start Due 3 P Category Description .1
9/17/09 8/17109 0 F>..rc11` J Cash Escrow
Maniac Systems
Site Plan Agreement 07-10
Lot 1, Block 1, Arboretum Business Park 7th Addition
$10,000 for boulevard restoration, erosion control, landscaping and street repair
Received $10,000 Check No. 8267 from S. Asim Gul on 8-I4-07 - Receipt No. 49661
Landscaping installation deadline is 6130/08
Notify Bob Generous
7/l/08 -Bob, status? Kim
7/15/08 - Bob, status? Kim
Per Bob, check status 8-15-08. Kim
8/27/08 - Bob, status? Kim
8/28/08 - Per Bob, reduce security by $8,000 to leave a balance of $2,000. Check request submitted to
Finance Dept. on 9/4/08. Kim
9/12108 - fetter and $8,000 check mailed to developer leaving a remaining balance of $2,000. Check
status 6/30/09. Kim
7/2/09 - Notified Bob & Jill. Kim
7!//09 - Per Jill landscaping, boulevard restoration and erosion control is complete. Waiting for street
repair inspection. Check status 8/17/09. Kim
8/17/09 - Notified Bob &Jill.
9/2109 - Per Jill Sinclair, landscaping, boulevard restoration and erosion control is complete. Per
Alyson Fauske, street restoration is complete. Escrow balance of $2,000 can be released. Requested
check from Finance Dept. Kim
Ozam roes n..r4m»+c�P' azmr 1021 su a-sam c=Po Pp'
CITY OF
CAANAASSEN
September 12, 2008
7700 Market Boulevard
PO Box 147
Chanhassen. MN 55317
S. Asim Gul
Maniac Systems, Inc.
Administration
8189 Century Boulevard
Phone:952.227.1100
Chanhassen, MN 55317-8002
Fax: 952.227.1110
Building Inspections
Re: Mamac Systems
Phone:952227.1180
Partial Release of Site Plan Agreement Escrow
Fax:952.227.1190
Planning Case 07-10
En*W4
Phor1e:952.227.1160
Fax:952.227.1170
Finance
Phone:952.227.1140
Fax: 952.227.1110
Park R Remotion
Phone:952.227.1120
Fax: 952227.1110
Remadon Cenb
2310 Caster Bated
Phone: 952.227.1400
Fax:952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phase: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.d.chanhassennn.us
Dear Mr. Gul:
Enclosed please find a check in the amount of $8,000.00 as partial release of the
development security for Lot 1, Block 1, Arboretum Business Park 7a' Addition
(Mamac Systems). The City will retain $2,000.00 (20%), until June 30, 2009, as
landscape maintenance security as required by general condition 6 of the site plan
agreement.
If you have any questions, feel free to contact me at 952-227-1131.
Since
Robert Generous, AICP
Senior Planner
Enclosure
ec: Jill Sinclair, Environmental Resource Specialist
g:\plan\2007 planning cases\07-10 arboretum business park 7th addition -maniac systems\escrow return letter.doc
Chanhassen is a Community for Life - ProvidirgforTodayandPlanningforTomorrow SCANNED
Vendor: MAMAC Systems Inc Check Date: 09/11/2008
Vendor No: mamac Vendor Aect No: Check Amount: $8,000.00
Invoice Number Date Description Invoice Amount
090408 09/04/2008 Security escrow:Site plan agreement 7-10 8,000.00
• AMERICANA l� C
CITY OF CHANHASSEN COMMUNITY BANK
7700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317
75-196-919
CHANHASSEN, MN 55317
(952) 227-1140
Pay: ***Eight thousand dollars and Zero cents
To the order of:
MAMAC Systems Inc
8189 Century Blvd.
Chanhassen, MN 55317-8002
II' 1378 2511' 1:09190 L9691: 60 949 5110
Date
09/11/2008
Amount
$8,000.00
'ITi OF CHANHASSEN
O $OX 147
'HANHASSEN MN 55317
�8/14/2007 3:32 PM
receipt No. 0049661
'LERK: betty
'AYEE: S Asim Gul
rite plan agreement 07-10
S�brwC 4VA +� �'✓�anc�
q4-- On It /44AS
------------------------------------------------------
:ecurity Escrow 10,000.00
'otal
'ash
'heck 8267
'hange
10,000.00
0.00
10,000.00
0.00
�= Bob 6xr2rduS
�hec� 4c) rv� lerx
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SCANNED
Meuwissen, Kim
From: Generous, Bob
Sent: Thursday, August 28, 2008 9:59 AM
To: Meuwissen, Kim
Subject: RE: Mamac Escrow status?
171011
Reduce security $8,000. Keep $2,000 for maintenance security. Check status on 7/31/09.
,
From: Meuwissen, Kim
Sent: Thursday, August 28, 2008 9:15 AM
To: Generous, Bob
Subject: FW: Mamac Escrow status?
S�•
What would you like to reduce this to?
Kim
From: Sinclair, Jill
Sent: Wednesday, August 27, 2008 10:40 AM
To: Generous, Bob; Meuwissen, Kim
Subject: RE: Mamac Escrow status?
Yes.
Jill Sinclair
Environmental Resources Specialist
City of Chanhassen
952-227-1133
From: Generous, Bob
Sent: Wednesday, August 27, 2008 10:06 AM
To: Sinclair, Jill
Subject: FW: Mamac Escrow status?
Jill can we reduce the amount?
From: Meuwissen, Kim
Sent: Wednesday, August 27, 2008 9:42 AM
To: Generous, Bob
Subject: Mamac Escrow status?
Cash Escrow
Mamac Systems
SCANNED
Site Plan Agreement 07-10
Lot 1, Block 1, Arboretum Business Park 7th Addition
$10,000 for boulevard restoration, erosion control, landscaping and street repair
Received $10,000 Check No. 8267 from S. Asim Gul on 8-14-07 - Receipt No. 49661
Landscaping installation deadline is 6/30/08
Notify Bob Generous
7/1/08 - Bob, status? Kim
7/15/08 - Bob, status? Kim
Per Bob, check status 8-15-08. Kim
8/27/08 - Bob, status? Kim
z
CITY, OF' CHANHASSEN
P O BOX 147
CHANHASSEN MN 553
08/14/2007 3:32
Receipt No. 0049661
CLERK: betty
PAYEE:
Site
-------------------------------------------------------
Security Escrow 10,000
Total
Cash
Check
Change
10,000
0
10,000
SCA14NLO
Non -Scannable Item
Item
Folder Number - 1
N6aMm8isiiw MMMdtimWsSy�Yim
�� ■ ► $lB'pWSfIFN�BM.ad W[9 B2q SYea
Folder Name
Job Number ) �y -�'7
Box Number ��
1310NIY�tr�
Lon •%I oll NN
Sw-4LLIP .74~
m o]x a to w a w' m Mm
afgeWMab°,
KIZoai,dawo,
xa✓o�uaw,
f �7
Minnesota Department of Labor and Industry
443 Lafayette Road North
St. Paul, MN 55155-4342
Phone: (651) 284-5064
TTY/MRS: (651) 297-4198
www.electricity.state.mn.us
Contractor/Registered Emplover
Request for Electrical Inspection
Date
Rough -In Inspection Required?
❑ Yes
Single Inspection Other Than Rough -In: LJ Ready Now
09/24/07
ConbactorlErnto er Must Schedule All Rough -in Ins coons
Contractor/Em Io er Must Schedule All Final Inspections ✓❑ Will Schedule
Address of Inspection —Street
City/Township
County
8189 CENTURY BLVD
CHANHASSEN
CARVER
Owner Name
Project Description
CITY OF CHANHASSEN
MAMAC - RELOCATE CITY POLE LIGHT
Owner Telephone Number(s) — Include Area Code(s)
Contractor/Registered Employer Name
Contractor/Registered Employer Mailing Address
PRAIRIE ELECTRIC
6595 EDENVALE BLVD #120 EDEN PRAIRIE MN 55346
Contractor/Employer Telephone Number
Contractor/Employer E-mail Address
Electrical Utility
(952) 949-0074
Contractor/Employer Authorized Signature
Contractor License Number
Job/Project Contact Person
CA01452
MARC: 952-746-0160
Fee Calculation
Service/Power Supply 0 —400 ampere @ $35
Technology System Devices ( ) @ 750 Each
Service/Power Supply 401 — 800 ampere @ $60
Separate Bonding Inspections for Swimming Pools and
E ui otential Planes 0 $35 Each
Service/Power Supply Above 800 ampere @ $100
Center Pivot Irrigation Booms ( ) @ $35 Each
Plus Electrical Drive Units @ $5 Each
New/Extended Feeders/Circuits Up To 200 A( 1) @ $6 Each
$6
Luminaire Retrofit Modifications ( ) @ 250 Each
Feedem/Circuits Above 200 A ( ) @ $15 Each
Concrete -Encased Electrode Inspection ( ) @ $35 Each
Reconnected Feeders/Circuits @ $2 Each
( )
Investigative Fee $70 Or The Total Inspection Fee,
Whichever Is Greater Up To $1,000
Manufactured Home Park Lot Supply ( ) @ $35 Each
Special Inspection Fee ( ) Hours @ $80 Per Hour
Plus I Miles in The IRS Mileage Rate of
Recreational Vehicle Site Supply Equipment
Other
Circuits 069inating in the Equipment $6 Each
Street. Parking Lot, Lighting Standard ( ) @ $5 Each
Over 600 Volts —tied me mmanee ser,adsfpo«er supply and feedenrircua lea to
result in double are regpWr fee (does rat apply to elactnc sign and oW ine lighting)
Transformers Up to 10 kva ( ) @ $15 Each
( ) New Multi -Family Dwellings @ $70 Each
With Up To 20 Feeders/Circuits
Transformers Over 10 kva ( ) @ $30 Each
( ) Additional Circuits Above The 20 Allowed Per Unit
Each
Electric Signs and Outline Lighting
Total (the fee calculated above or $35 multiplied
Transformers/Power Su lies @ $5 Each
by the number of required inspection trips,
whichever is greater)
$35.0(
Requests for Electrical Inspection (REI) with a fee of $250 or less expire 12 months from the filing date. The contractor/employer must have the work
completed within the 12 month period or submit another REI that includes the inspection fee for the uncompleted work. Inspection fees do not carry over
from one REI to another.
Ny . l uiy mar i mspevieu mar ereancal installation nerem on me dates
Rough — In Inspection(s) Date
Date
This material can be made available In different forms, such as large print, Braille or on a tape. To request, call 1-800342-5354 (DIAL-DLI) Voice or
TDD (651) 297-4198.
REI 03 (6/07)
3031000
Securities
Start Due 5 P Cat De tion _
6/30/08 6/30/08 F Escrows M Cash Escrow
Mamac Systems
Site Plan Agreement 07-10
Lot 1, Block I, Arboretum Business Park 7th Addition
$10,000 for boulevard restoration, erosion control, landscaping and street repair
Received $10,000 Check No. 8267 from S. Asim Gut on 8-14-07 - Receipt No. 49661
Landscaping installation deadline is 6/30108
Bob Generous
0 mor Lone Obpl Cn9. s'l'Uara m Satre Wky P�pe1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, NIINNESOTA
CONDITIONAL USE PERMIT #2007-10
1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen
hereby grants a conditional use permit for the following uses:
For development within the Bluff Creek Corridor, in conformance with the grading plan for
Lot 1, Block 1, Arboretum Business Park 7tb Addition, prepared by Clark Engineering Corporation
dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7`s Addition,
prepared by Schoell & Madson, Inc., dated April 16, 2007; and
Development of each lot must proceed through a separate site plan review process.
2. Property. The permit is for property situated in the City of Chanhassen, Carver
County, Minnesota, and legally described as Lots I and 2, Block 2, Arboretum Business Park 7`s
Addition.
3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07-
10, with the following conditions:
a. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of
the setback from the primary zone cannot be disturbed. The plans shall be revised to
show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary."
4. Termination of Permit. The City may revoke the permit following a public hearing for
violation of the terms of this permit.
SCANNED
5. Lapse. If within one year of the issuance of this permit the authorized construction has
not been substantially completed or the use commenced, this permit shall lapse, unless an extension
is granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
Dated: May 29, 2007 CITY OF
(SEAL)
STATE OF bIINNESOTA )
(ss
COUNTY OF CARVER )
BY: I 1tivr...e /1Wk
Tom Furlong, Mayor
AND: 4 z �
ToO6 Gerhardt, City Manager
The foregoing instrument was acknowledged before me this L"aay of l �Y1- , 2007,
by Thomas A. Furlong, 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. I % 1/V-1
DRAFTED BY:
City of Chanhassen
P. O. Box 147
7700 Market Boulevard
Chanhassen, MN 55317
(952)227-1100
j NOTARY PUBAE_./
��'� KIM T. MEUWISSEN
Notary Public -Minnesota
• My commission Expires Jan 31, 2010
2
G7—(U
CITY OF CHANHASSEN
SITE PLAN PERMIT # 07-10
SPECIAL PROVISIONS
AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the 'Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the
"project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7D' Addition.
2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800
square -foot office/warehouse building with a variance to permit only 32 percent building
transparency on the western building elevation and with a 20-foot setback variance for the drive
aisle in the southeast comer of the site for development within the Bluff Creek Corridor on
condition that the Developer enter into this Permit and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A --Site Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan C--Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07.
Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07.
4. Time of Performance. The Developer shall install all required screening and landscaping
by June 30, 2008. The Developer may, however, request an extension of time from the City. 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.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
finnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
SCANNED
$10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer
requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer
shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. 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 certified mail at
the following address:
MAMAC Properties, LLC
Attn: S. Asim Gul
7400 Flying Cloud Drive
Minneapolis, MN 55344-3720
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.
7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot,
on -story office/warehouse building to be constructed in two phases subject to the following
conditions:
a. The Developer shall enter into a site plan agreement with the City and provide the
necessary security to guarantee erosion control, site restoration and landscaping.
b. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
c. The Developer shall extend a sidewalk from the building to the trail on Century
Boulevard and include pedestrian pimps at all curbs. The monument sign shall be
relocated to the north side of the driveway access; and a sidewalk installed on the south
side of the driveway access.
d. The Developer shall incorporate a gathering space in the eastern portion of the site
including benches and/or tables overlooking the natural areas to the east.
e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural
Resources Management Plan.
f. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
g. The building is required to have an automatic fire extinguishing system.
h. The building plans must be prepared and signed by design professionals licensed in the
State of Minnesota.
i. Four (4) accessible parking spaces must be provided.
j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control
Agency) and comply with their conditions of approval.
k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
The applicant shall extend the sod line only 15 feet from the edge of the parking lot on
the east and south sides. The remaining area shall be seeded with a native seed mix
approved by the City. If necessary, erosion control materials will be required on the
seeded areas.
m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
n. 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.
o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
q. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type I mulch, as well as temporary and
permanent seed mixes. 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:
Tyne of SloW
Time
Steeper than 3:1
7 days
10:1 to 3:1
14 days
Flatter than 10:1
21 days
(Maximum time and area can
remain open when the area
is not actively being worked.)
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.
Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of 1/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and S WPPP shall be revised to include standard details for all
inlet protection devices.
s. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
u. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
v. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
w. The private storm sewer should be realigned so that it will not lie within the footprint for
the future expansion.
x. The site developer for Lot 1 must remove the curb and gutter at the approved access
locations and construct a concrete apron per City Detail Plate 5207.
y. The site developer must replace the catch basin casting at the northern access with a
surmountable casting.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
CITY OF CHANHASSEN
Tho>�_.s,AJFurlo g, Mayor
AND:
Tdftd Gerhardt, City Manager
MAMAC Properties, LLC
B� W
S. Asim Gul
Its President "lz: --�
STATE OF MINNESOTA )
(SS
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this/9 day ofJy��� , 2007, by
Thomas A. Furlong, 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 authori granted
by its City Council.
JOHN A. WILSON
COMM. #31017305
STATE OF MINNESOTA ' Notary PuC�ic
.� State of Minnesota
SS 4ii§ , M Commission Ex res 1131J2012
COUNTY OF )
The foregoing instrument was acknowledged before me this /I day of
2000' on behalf of MAMAC Properties, LLC by S. Asim Gul, an officer of the co a
NO Y IC
DRAFrED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
IONN A. WILSON
COMM. #31017305
Notary PWlic
,•,` State of Minnesota
'`�5�' Commission Expires 1J31I2012
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITION
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct 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, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. 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 site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion 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 control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion 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 there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. 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.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall
be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
0
7. Responsibility for Costs.
A. 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 site
plan 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.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. 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.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
Us Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
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. Recording. This Permit shall run with the land and may be recorded against the title to the
property
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express 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-
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. 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 site plan 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.
L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. 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 too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. 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.
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
Bremer Bank N.A. >
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this Z�_ day of _ _ 'T . 2�
STATE OF MINNESOTA )
COUNTY OF )
The foregoing
20_0 by /%cck �
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
O
(ss.
was acknowledged before me this day of ,
'& A�-Iul
NOTARY PUBLIC
SELENE LKHALLNOTARY WBLISOTAMy Commission En31.2010
CITY OF CHANHASSEN
PLANNING DEPARTMENT
7700 Market Boulevard
P.O. Box 147
CHANHASSEN, MN 55317
(952) 227-1100 FAX (952) 227-1110
TO: Campbell Knutson, PA
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
LETTER OF TRANSMITTAL
DATE JOB NO.
6/11/07 2007-10
ATTENTION
Sue Nelson
RE:
Document Recording
® Attached ❑ Under separate cover via the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change Order ❑ Pay Request ❑
COPIES
DATE
NO.
DESCRIPTION
1
5/29/07
2007-
34
Resolution No. 2007-34 (Arboretum Business Park 7 Addition Final
Plat Approval)
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
Foryouruse
❑
As requested
❑
For review and comment
❑
FOR BIDS DUE
REMARKS
❑
Approved as submitted
❑ Resubmit
❑
Approved as noted
❑ Submit
❑
Returned for corrections
❑ Return
®
For Recording
❑
PRINTS RETURNED AFTER LOAN TO US
COPY TO: Joe Smith, Chaska Gateway Partners, LLP
copies for approval
copies for distribution
corrected prints
SIGNED:
im h4edwissen, 952) 227-1107
SCANNED
It enclosures are not as noted, kindly notify us at once.
CERTIFICATION
STATE OF MINNESOTA )
) ss
COUNTY OF CARVER )
I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City
of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of
Resolution 2007-34, entitled "Arboretum Business Park Seventh Addition:
Approving Final Plat — adopted by the Chanhassen City Council on May 29, 2007, with
the original copies now on file in my office and have found the same to be a true and
correct copy thereof.
Witness my hand and official seal at Chanhassen, Minnesota, this I lth day
of June, 2007.
6��CzLte�
—�
Kardn J. En lh dt, Deputy Clerk
CITY OF CHAN13ASSEN
CARVER AND HENNEPIN COUNTIES, MINNEESOTA
DATE: May 29, 2007 RESOLUTION NO: 2007-34
MOTION BY: Peterson SECONDED BY: Ernst
A RESOLUTION APPROVING A FINAL PLAT
CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION,
CHASKA GATEWAY PARTNERS, LLP
WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their
property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and
WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen
City Code and the Arboretum Business Park Development Design Standards; and
WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15,
2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning
ordinance and recommended approval of the subdivision.
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
approves the final plat for Arboretum Business Park 7d' Addition (Planning Case #07-10) for the
Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business
Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7d' Addition, as
shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City,
subject to the following conditions:
1. Submit 1:200 scale plan of proposed lots (required for addressing purposes).
2. 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.
3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
4. The developer shall be responsible for planning, engineering, and constructing the
"wetland trail." Connection points for this new trail shall be the terminus of the Trotters
Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the
intersection of Century Boulevard and Water Tower Place. Bid documents, including
plans and specifications, shall be approved by the Park & Recreation Director and City
Engineer prior to soliciting bids. Project bidding shall occur in a competitive
environment with a minimum of three bids being received. The results of the bidding
process shall be reviewed with the Park & Recreation Director and City Engineer prior to
award. Cash payment for trail construction shall be made from the City of Chanhassen to
Steiner Development upon completion, inspection, and acceptance of the trail.
5. Trail easements within Lots I and 2 and Outlot A, Arboretum Business Park 7t° Addition
(formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to
accommodate the "wetland trail".
6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of
the final plat.
7. The developer must prepare plans depicting an agreed -upon trail alignment and details for
a required bridge crossing and typical construction cross section for a 10-foot wide trail
prior to recording the final plat.
8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all
Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in
accordance with the City's wetland ordinance. The applicant shall install wetland buffer
edge signs, under the direction of City staff, before construction begins and shall pay the
City $20 per sign. All structures shall maintain a setback of at least 40 feet from the
wetland buffer edge. The wetland buffer setback shall be shown on the plans.
9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The
first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be
revised to show the primary zone boundary, the 40-foot setback from the primary zone
and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within
the 20-foot buffer area adjacent to the primary zone, a variance will be required.
10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary.
11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
12. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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 S19Me 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.)
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
2
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.
13. Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
14. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
16. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
17. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as -needed. Provisions for street cleaning shall be included in the
SWPPP.
18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all
existing and proposed storm water infrastructure.
19. The total SWMP fee, due payable to the City at the time of final plat recording, is
$102,838.
20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City.
21. The developer's engineer must submit hydrology calculations that verify that the site
design is consistent with the preliminary plat assumptions, and that the pond meets
NPDES requirements for this site.
22. When a site plan for Lot 2 is submitted for approval, the applicant must submit
calculations verifying that the proposed design meets the pond design assumptions and
meets other agency requirements (e.g. NPDES Phase 2 permit).
23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street
repair required for the utility service extension.
Passed and adopted by the Chanhassen City Council this 29'h day of May, 2007.
ATTEST:
/� Aja
Todd Gevfiardt, City Clerk/Manager
YES NO
Furlong
Ernst
Litsey
Peterson
Thomas A. Furlong, Mayor
ABSENT
Tjornhom
4
PROPERTIES
LLC
8189 CENTURY BOULEVARD
CHANHASSEN, MN
CONTACTS
OWNER ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER
MAMAC PROPERTIES, LLC WCL ASSOCIATES, INC. CLARK ENGINEERING CORP. CLARK ENGINEERING CORP.
7400 FLYING CLOUD DRIVE
EDEN PRAIRIE, MN 55344
PHONE: 952-835-1626
FAX: 952-829-5331
CONTACT: ASIM GUL
EMAIL: osim@mamacsys.com
GENERAL CONTRACTOR
THE BAINEY GROUP
14700 28TH AVENUE NORTH
PLYMOUTH, MN
PHONE: 763-557-6911
FAX: 763-557-7204
CONTACT: CHUCK BAINEY
E-MAIL: chuckb@boiney.com
CODE CODE ANALYSIS
ZONING
MUNICIPALITY CHANHASSEN, MN
BUILDING ADDRESS 8189 CENTURY BLVD.
OCCUPANCY CLASSIFICATION (309) OFFICE/ MANUFACTURING (B/F1)
PARCEL AREA 215,986 S.F.
4.96 ACRES
BUILDING AREA
OFFICE
MANUFACTURING
TOTAL
FUTURE ADDITION
TOTAL
% OF BUILDING COVERAGE
PARKING AREA INCLUDING ISLANDS
LANDSCAPE ISLANDS
SIDEWALK/ LANDSCAPE AREA
BUILDING AREA INCLUDING ADDITION
PARKING REQUIRED
PARKING, PROVIDED
PROOF OF PARKING
TOTAL
CODES
STATE BUILDING CODE
BUILDING CODE
MECHANICAL CODE
PLUMBING CODE
ELECTRICAL CODE
FIRE PREVENTION CODE
ENERGY CODE
ACCESSIBILITY CODE/LAWS
6,372 S.F
28,245 S.F
34,617 S.F.
15,025±S.F.
49,642±S.F.
23%
60,108 S.F.
4,906 S.F.
8.16%
15,833 S.F.
49,621 S.F.
6,372 OFFICE/ 200=32
MANUFACTURING EMPLOYEES=50
TOTAL=82
73 INCL. 4 ACCESSIBLE
23
96
2006 MSBC
2006 IBC
2000 IMC
2003 MPC 4715
2002 NEC
2006 IFC
2000 MSBC
2006 IBC
ANSI Al17.1-2003
4931 WEST 35TH STREET, SUITE 200
ST. LOUIS PARK, MINNESOTA 55416
PHONE: 952-541-9969
FAX: 952-541-9554
CONTACT: PAUL D. ANDERSON, AIA
E-MAIL: paul.a®wcla.com
621 LILAC DRIVE NORTH
MINNEAPOLIS, MN 55422-4609
PHONE: 763-545-9196
FAX: 763-525-1666
CONTACT: RYAN BLUHM
E-MAIL: rbluhm©clark-eng.com
BUILDING DATA
CONSTRUCTION CLASSIFICATION TYPE II B, FULLY SPRINKLED
(TABLE 601)
BUILDING HEIGHT ALLOWABLE (TABLE 503) 4 STORIES
BUILDING HEIGHT/ TOP OF WALL 1 STORY, 25'-4"
BUILDING ALLOWABLE AREA UNLIMITED
AREA (507.2) (SINGLE STORY MINIMUM 60' OPEN
SPACE ON ALL SIDES)
TOTAL BUILDING SF 34,617 SF 1
OCCUPANCY - EGRESS. IBC TABLE 1004.1.2
OFFICE 6,372 SF/ 100 = 64 OCC. X .15 = 9.6"
MANUFACTURING028,031 SF/ 300 = 93 OCC. X .15 = 13.95"
MECHANICAL R22922R2 214 SF/ 300 = 1 OCC. X .15 = 15"
TOTAL OCCUPANTS
EXITS REQUIRED (2) (TABLE 1018.1)
EXITS PROVIDED 5)
MIN. DOORWAY WIDTH (1008.1.1)
MAX. TRAVEL DISTANCE (TABLE 1015.1)
SPRINKLERED
MAX. OVERALL DIAGONAL
DISTANCE BETWEEN EXITS 2 AND 4
(GREATER THAN Y3 THE DIAGONAL)
EXIT ACCESS SEPARATION (1014.2.2)
INTERNATIONAL BUILDING CODE - IBC
IBC- 2006
NUMBER
WIDTH
IN/ OCC
CAP. OF 2CC.
1
66" 1
.15
440 1
2
33"
.15
220
3
33"
.15
220
4
331
.15
220
5
33"
.15
220
TOTAL
PROVIDED
198
1300
TOTAL
REQUIRED
23.7
158 1
18 C = 37 1 KEY PLAN
23.55" /12 = 2'
198" = 16'-5"
33" CLEAR
250 FT,
258 FT.
= 232 FT.
NOT LESS THAN 1/3
OF OVERALL AREA
EXIT #3
33"
258 FT
A
EXIT #5 /
33'
28.03.X S.F.
32
EXIT #4
33"
621 LILAC DRIVE NORTH
MINNEAPOLIS, MN 55422-4609
PHONE: 763-545-9196
FAX: 763-525-1666
CONTACT: CORY CASPERSON
E-MAIL: ccasperson®clark-eng.com
PLUMBING FlXTURES REQUIRED, CHAPTER 29
TABLE 2902.1
EGRESS OCCUPANCY, TOTAL
157 OCC
PERCENTAGE (%) MALE/FEMALE
50% / 50%
79 MEN
RESTROOM, MALE
WATER CLOSET(1 PER 500), / URINAL(S), / LAVATORY(1 PER
750) REQUIRED 1 WC
Z 0 UR / 1 LAV.
PROVIDED 2 WC
/ 3 UR / 3 LAV.
RESTROOM, FEMALE
79 WOMEN
WATER CLOSET(1 PER 500) / LAVATORY(1 PER
750)
REQUIRED
1 WC / 1 LAV.
PROVIDED
3 WC / 2 LAV.
DRINKING FOUNTAINS
OCC
REQUIRED (1 PER 1000)
1 DF
PROVIDED
2 DE
SERVICE SINKS
REQUIRED
1 SS
PROVIDED
1 SS
CONSTRUCTION TYPE: II-B
(TABLE 601, 602)
FIRE RESISTANCE RATING REQUIREMENTS:
REQUIRED PROVIDED
*BUILDING IS TOTALLY SPRINKLERED
EXTERIOR BEARING WALLS ............
_ .. , . _0-
EXTERIOR NON -BEARING WALLS, SEPARAT.ION..>..30.........0............0.
INTERIOR BEARING WALLS....................0............0.
INTERIOR NON -BEARING PARTITIONS, SEPARATION..>..3D...0............0.
RECEIVING AREA, SPRINKLERED(302.3.2).....................
............ 0.
NON SEPARATED USE
STRUCTURAL FRAME
0,._........,0.
FLOORS
0............ 6.
ROOFS
0.
0_...........P
STAIRWAYS ..................
NR ....... N
SHAFT ENCLOSURES
NR. -... .... NP
EXTERIOR DOORS & WINDOWS, SEPARATION > 30
0 0
RECYCLE SPACE
MSBC 1303.1500
REQUIRED
OFFICE 6,372 X .0025 = 15.93 SF
STOCK/ MECH. 28,224 X
.0025 = 70.56 SF
TOTAL
86.49 SF
PROVIDED
DRAWING SCHEDULE
■ CURRENT ISSUE 0 PREVIOUS ISSUE
❑ ISSUED FOR REFERENCE ONLY ❑ NOT ISSUED
�r,
_
0 0
oz o
NO N�
NN
>�> �
c6W hW
oaf O a-
m ■ COVER SHEET
CIVIL
❑
■
C1
GRADING, DRAINAGE AND EROSION CONTROL PLAN
❑
■
C2
UTILITY PLAN
❑
■
C3
CIVIL DETAIL SHEET
❑
■
CIVIL SPECIFICATIONS SHEET
❑
■
C5
STORMWATER POLLUTION PREVENTION PLAN
1
ARCHITECTURAL
■
■
AS1
SITE PLAN
❑
■
AS2
SITE DETAILS
❑
■
LS1
LANDSCAPE PLAN
❑
■
SL1
SITE LIGHTING PLAN
■
■
Al
FLOOR PLAN
■
■
A2
ROOF PLAN
■
■
A
C 1
Q
❑
■
A3.1
NOT USED
LEVATIONS
■
■
A5
WALL SECTIONS
■
■
A5.1
WALL SECTIONS
■
■
A5.2
WALL SECTIONS
■
■
A6
DETAILS
■
■
A6.1
DETAILS
❑
■
A7
SPECIFICATIONS
❑
■
A7.1
SPECIFICATIONS
STRUCTURAL
❑
■
S1
❑
■
S2
❑
■
S3
❑
■
S4
❑
■
S5
GENERAL NOTES
FOUNDATION PLAN
ROOF FRAMING PLAN
SECTIONS
SECTIONS
LOCATION MAP
w ; a, st °uwe.asna
-lull
se�:c,ur
taej
NORTH
karesum e�+a
p
iwYerrngp;k �
p- ?
"Ak*)NMRF Lry
h
4rtrx3wn �:�
.. ;s
^za Gam, awa 9
� d
_ry�Cs amxni"YMYp
:.°11 �.� Y:try Haag l9
CERTIFICATION
ISSUE
PERMIT
REVISION 1
CITY R CENEDSSEN
AUG 16 2007
CHANHASSEN PLANNING DEPT
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA.
0a] Eel ►/-A It1li2 111
NAME: DAVID CLARK
REGISTRATION: 14,883
SHEETS COVERED BY THIS SEAL:
COVER, AS1, AS2, LS1, A1, A2, A3, A3.1,
A4, A5, A5.1 , A5.2, A6, A6.1 , A7, A7.1
07.12.2007
08.15.2007
MECHANICAL- EXIT #2 EXIT #1
214 S.F. 33" 66' Q
N89*45'54"W
141.14
—�N79`_9 „w
19230
GENERAL SITE NOTES
1. PARKING SURFACE:
ALL PARKING AND DRIVE SURFACES TO BE PAVED WITH EITHER BITUMINOUS OR
CONCRETE. SLOPE TO A MIN. 1.5% TO 3% MAX. ALL GRADES TO SLOPE AWAY
FROM BUILDING. DIRECT ALL WATER TO STORM SEWER SYSTEM, SEE CIVIL.
2. HANDICAPPED PARKING:
PER ADA- 4 STALLS REQUIRED FOR PARKING LOTS WITH 76 TO 100 STALLS.
4 STALLS ARE PROVIDED.
3.
AS ALLOWED PER CITY/ STATE CODES AND ORDINATES, MINIMUM SITE
LIGHTING CRITERIA IS BASED UPON AN AVERAGE OF 4.5 F.C. AND A MIN. OF
4.5 F.C. AT ENTRANCE TO THE PARKING LOT AND THE ENTRANCE TO THE
BUILDING. METAL HALIDE PARKING LOT LIGHTING TO PROVIDE 4.5 FOOT
O
CANDLES AVERAGED OVER ENTIRE LOT WITH A MAX. TO MIN. UNIFORMITY RATIO
O
OF 22.5. ALL BASES FOR LIGHT POSTS SHALL BE 2 FOOT DIAMETER CONCRETE
O
COLUMNS, 3 F I FOR POLE PROTECTION. LIGHT POLES AND FIXTURES
�
TO BE BLACK��
4.
SLOPE BUILDING ROOF TO DRAIN TO RWL AND OVERFLOW SCUPPERS AT SIDES
OF BUILDING, CONNECT TO STORM SEWER. SEE CIVIL.
S
1
5.
BUILDING IS TO BE SET PARALLEL TO THE WEST PROPERTY LINE.
Ln
6.
SEE CIVIL DOCUMENTS FOR ACTUAL BUILDING LOCATIONS, GRADING, UTILITIES,
�t
ETC.
O
0
7.
ALL ON SITE CURBS TO BE CONCRETE, MNDOT B612 U.N.O. SEE CIVIL.
8.
ALL CURB RADIUS' TO BE 5'-0" UNLESS NOTED OTHERWISE.
9. PARKING AREA IS TO BE PERPENDICULAR TO THE BUILDING.
10. ALL SIGNAGE REQUIRES A SEPARATE PERMIT.
11. ALL PARKING STALLS TO BE 9'-0" WIDE X 18'-0" LONG U.N.O.
12. ALL PAINT STRIPPING TO BE WHITE 4" WIDE TYP, U.N.O.
13. ALL DIMENSIONS SHOWN TO FACE OF CONCRETE CURB OR CMU WALL.
14. PROVIDE 20 AMP ELECTRICAL CIRCUIT TO THE MONUMENT SIGN.
15. SITE LIGHTING TO BE ON A PHOTO CELL (ON) AND TIME CLOCK (OFF)
SITE KEYNOTES
( REMOVE EXISTING CONC. CURB, GUTTER AND BIT. PAVING AS REQ'D FOR
NEW WORK.
OB
INSTALL NEW CONCRETE APRON/ GUTTER PER CITY
OF CHANHASSEN DESIGN
STANDARDS. SEE CIVIL DOCUMENTS.
OCONC.
CURB/CONC. CURB AND GUTTER, SEE CIVIL
DOCUMENTS.
Op
ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE
8/AS1.
OE
ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE
9/AS1.
OF
ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE
10/AS1.
G
BITUMINOUS PAVING, PROVIDE 'DRIVEWAY'
SECTION AT SITE
ENTRANCE ROADWAY, ALLEY AND DRIVE AISLES. ALL
OTHER AREA'S TO
RECEIVE THE 'CAR PARKING' SECTION. SEE 1/AS2.
OBITUMINOUS
PAVING SECTION AT PARKING STALLS. SEE 1/AS2.
OI
6" CONCRETE SLAB WITH #4 REBAR AT 16" O.C. EACH WAY AT TRUCK
DOCK.
OTRASH ENCLOSURE WITH 5" CONCRETE SLAB WITH #4 REBAR AT 16" O.C.
EACH WAY AT TRASH DUMPSTER PADS. SEE 6/A6.1.
O4" CONC. SIDEWALK, WIDTH AS NOTED. INSTALL CONTROL JOINTS AT 5'-0"
MAX. O.C. AND EXPANSION JOINTS AT 30'-0" MAX. O.C. SEE 2/AS2.
O5'-0" CONCRETE STOOP AT EXIT DOORS, SEE STRUCTURAL. SLOPE 1/8"
PER 12" AWAY FROM BUILDING.
OTRANSFORMER PAD. VERIFY PER UTILITY DRAWINGS. NOT TO BE LOCATED
CLOSER THAN 5'-0" FROM ANY EXTERIOR WALL.
OSTEEL PIPE BOLLARD, SEE 6/AS2.
Op NOT USED.
Op FIRE DEPARTMENT CONNECTION (FDC), SEE MECHANICAL
OQ 4" DIAGONAL WHITE PAINT STRIPES AT 24" O.C. WITH BORDER AS SHOWN.
OR PAINTED ACCESSIBLE HANDICAP SYMBOL, SEE 3/AS2.
OACCESSIBLE PARKING SIGN AS NOTED 'A', 'B', OR 'C' SEE 4/AS2.
ONOT USED.
OLANDSCAPE AREA, SEE LANDSCAPE PLAN.
OPROOF OF PARKING FOR FUTURE EXPANSION.
O-0 750W METAL HALIDE ON 30' LIGHT POLE.
OX -0250W METAL HALIDE, WALL MOUNTED. SEE SHEET A4 FOR MOUNTING
LOCATIONS.
OY DECORATIVE WALL LIGHT. SEE A-5 FOR MOUNTING LOCATIONS.
OMONUMENT SIGN
OEXISTING BITUMINOUS WALKWAY TO REMAIN.
(Bg FIRE HYDRANT.
CC)RETAINING WALL, SEE CIVIL. HOLD 5' MIN. FROM PROPERTY LINE.
DD)STEPS IN SIDEWALK.
EE LANDSCAPE LIGHT BOLLARD. 8 SUCH TOTAL AT 30'-0" O.C.,
FF DECORATIVE WALL LIGHT/ SCONCE. 4 SUCH TOTAL.
GG FLAGSTONE PICNIC AREA. CONNECT TO FUTURE TRAIL SYSTEM.
r�
\
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN,MN
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAME DAVE CLARK
REGISTRATION • 14,883
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
SITE PLAN
SCALE, 1••30'-0•
SITE PLAN
1'=30'-0"
y
82ND STREET
0' 15' 30'
SCALE: 1" - 30'-0"
PROJECT
2007.41
DRAWN
DD
w
CHECKED
PDA
H S 1
I
FUTURE EXPANSION a
fi n n
(:t52
nA
n
4'
45'-0"
45'-0"
45'-0"
45'-0"
1 43'-4"
4"
224'-0"
70'-4"
1 15'-5"
34'-7"
-8
P_
+1
15
0
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100'-0" - 979.9'Q
1
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�
�
FS F2 S3
E2
� 00
1
0
A5.2
0
19'-8"
11
I
I
oM
RFD F1
12 S 1
— — —
— — — —
— — —16
J
/ P
CO 0
1
W3
0
N
VWL
4
-MECHANICAL
S1 F1
o
I
As
5
F3
2
—
2
.
—�
E2
_ 00
_I
- i0 d-
o
W9 4 14
�I
� 10
E F1t-f
FS F2 S4
S1
11
TYP.TYP.TYP.
00
S3 F2 F5
LO
PROPOSED
W3
0D o
o
OFFICE AREA
O
r1
— —
®
F8 TYP. F5 TYP.
1
I
F2 TYP. F2 TYP.
ao
Q
2 E1 E2
W5
17 I
1
1 17 A6
S4 TYP. S3 TYP.
r
m
cO
E
A6
7
W4
4
W4 TYP. W4
W 1 6
W2 T.
W2
E2
00
`rj I
Q
m
1
d
_ O
114
mj
1
E2
E3
16 TYP.
E2
E2
E1 n P o E3
2
E2
2'-0> 4'
3' 4' -4"
1' 4" -
1'-4„
1'-4" - 1'-4"
1'-4"
4
1'-4" 1'-4" " '-4" 1 -4"
1'-4"1'-4" 4' 8"
4'- " 1 -4" 1 -4" _ 1'-4"
1'-4" 6' 4"
7'- "
13'-4" 6'-0"
17'-4"
'-4" 17'-4"
.6'--0"
17'-4" 5'-4" 17'-4" M.O. 6'-
9'-4" 6' 0" 21'-4"
6' 0' 14'-8" 5'-4"
14'-B" 7' 8"
20'-0"
M.O.
M.O.
M_0.
M.O. 204'-0"
M.O.
M.O.
M.O.
M.O.
) 40( / 1 '� Al 2 3
n n
A5.2 A5.2 A5 A5 AS AS A5.1
SIM. SIM.
FLOOR PLAN
3/32' = 1'-0"
N
4
A5.1
TYP.
8' 16' 32'
NORTH
FLOOR PLAN NOTES
A. DIMENSIONS ARE FINISH FACE OF WALL OR OPENING TO FINISH
��
FACE UNLESS NOTED OTHERWISE.
`i
B. MASONRY OPENINGS (MO) ARE NOMINAL DIMENSIONS FACE OF
MASONRY TO FACE OF MASONRY.
C ALL ANGLES ARE 45 DEGREES OR A MULTIPLE OF 45 DEGREES
W C L
UNLESS NOTED OTHERWISE.
D. SEE EXTERIOR ELEVATION FOR WALL CONTROL JOINT LOCATIONS.
ASSOCIATES, INC.
DO NOT EXCEED 30' O.C.
E. AT MANUFACTURING AREA PROVIDE CONTROL JOINTS IN GYP. BD.
TO ALIGN WITH CONTROL JOINTS IN THE MASONRY WALLS.
F. PROVIDE DEEP LEG TOP TRACK AT TOP OF FULL HEIGHT WALLS.
(DO NOT FASTEN TO STUDS) TO ALLOW FOR VERTICAL EXPANSION
ARCHITECTS
OF WALLS AND DEFLECTION OF ROOF STRUCTURE, SEE 12/A6.1.
ADDITIONALLY, PROVIDE VERTICAL CONTROL JOINTS AS REQUIRED TO
INTERIORS
PREVENT CRACKS IN WALLS, MAX. 30'-0" O.C.
G. PROVIDE ADEQUATE 2X WOOD BLOCKING FOR FIXTURES,
PLUMBING ACCESSORIES, ELECTRIC WATER COOLER, ELECTRIC
PANELS, ROOF ACCESS LADDER, ETC.
H. ROOF LADDER TO HAVE OSHA APPROVED LADDER EXTENSION
BEYOND ROOF LINE. NO ROOF HATCH SHALL BE WITHIN 6'-0" OF
OUTSIDE WALL.
(r 1
I. PROVIDE MIN. 5'X5' CONCRETE STOOP/ LANDING AT ALL
`
EXTERIOR EXIT DOORS.
J. THE INTERIOR SURFACE OF ALL EXTERIOR WALLS TO HAVE GYP.
BD. OVER INSULATION FROM FLOOR TO UNDERSIDE OF ROOF DECK.
4931 WEST 35TH STREET
SUITE 200
K. DO NOT RUN ROOF DRAIN RWL OVER HEAD EXCEPT WHERE
ST. LOUIS PARK, MN 55416
NOTED AT OFFICES. RUN RWL DOWN WALL AT NEAREST POINT AND
FAX, 952 541-9554
CONNECT UNDERGROUND TO STORM SEWER. COORDINATE EXACT
952 541 9969
LOCATION W/ UTILITY CONTRACTOR. SEE CIVIL PLANS.
FLOOR PLAN KEYNOTES
TALIGN WALLS FLUSH.
MAMAC
THOSE BIBB.
PROPERTIES
TSTEEL PIPE BOLLARD, SEE 6/AS2.
L L C
(4 )SHIPS LADDER TO ROOF, SEE 13/A6.1.
8189 CENTURY BLVD.
CHANHASSEN, MN
OFIRE DEPARTMENT CONNECTION.
TDOCK LEVELER - 6'-0" X 8'-0".
0STEEL STAIRS TO GRADE, SEE 7/A6.1.
OTRASH ENCLOSURE: 8" CMU WALL TO 6'-0" ABOVE GRADE
WITH SWINGING GATE, SEE 6/A6.1.
REINFORCED CONCRETE SLAB AT TRUCK DOCK, SEE SHEET AS1
10 KNOCK -OUT WALL FOR FUTURE EXPANSION.
11 PROPOSED OFFICE/ MANUFACTURING WALL.
12 BOX -OUT AROUND RAIN WATER LEADER.
13 RUN RAIN WATER LEADER FROM ROOF DRAIN ABOVE OFFICES
OVERHEAD AND DOWN WALL HERE.
14 FLOOR SINK.
r 1
15 CONCRETE CURB AND GUTTER, SEE AS1.
` i
16 AWNING ABOVE.
OFFICE
17 SOFFIT ABOVE. (2) RECESSED DOWNLIGHTS AT DOOR 100A, (3)
RECESSED DOWNLIGHTS AT DOOR 100B,
BUILDING AND
18 CONCRETE STOOP/ LANDING, STEPS AND SIDEWALK TO DRIVE,
MANUFACTURING
SEE SHEET AS1.
WALL TYPES
TYPICAL EXTERIOR WALL CONSTRUCTION:
E1
12" INTEGRAL COLOR CONCRETE MASONRY UNIT WALL, CORE
FILLED WITH INSULATION. SEE EXTERIOR ELEVATION FOR COLOR
AND FINISH. USE NON COLORED CMU BEHIND PIERS, EIFS AND
j WHERE NOT VISIBLE TO THE EXTERIOR.
Q
��
�4'" jINTEGRAL COLOR CONCRETE MASONRY UNIT PIER OVER 12"
1
E2 NCRETE BLOCK. SEE ELEVATION FOR COLOR AND HEIGHT.
8 INTEGRAL COLOR CONCRETE BLOCK PIER.
SIM
E3
METAL STUDS EXTEND TO UNDERSIDE OF ROOF DECK, SEE
❑6"
S1
GENERAL NOTE 'F' ABOVE.
S2
1 HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
6", 16 GA. METAL STUDS AT 16" O.C. TO 120'-0"
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
S3
2" FURRING CHANNELS ATTACHED TO MASONRY WALL AT 24"
THE STATE OF MINNESOTA
O.C. FULL HEIGHT OF WALL.
S4
6" METAL STUDS AT 16" O.C. TO WINDOW SILL, SEE 4/A5.
SIGNATURE
^�-
F1 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF ROOF DECK. HOLD
GYP. BD. DOWN 1" FROM ROOF DECK TO ALLOW FOR
VERTICAL MOVEMENT OF ROOF. DO NOT ANCHOR TOP EDGE OF
GYP. BD. TO MOVEMENT HEAD, ONLY TO STUDS. AT RATED
WALLS, SEE 12/A6.1.
F2 5/8" TYPE "X" GYP. BD. FULL HEIGHT OF WALL TO TOP OF
WALL/ UNDERSIDE OF DECK.
F3 (2 LAYERS) 3/4" CDX PLYWOOD (FIRE TREATED AS REQUIRED
BY CODE) TO 9'-0" A.F.F.
n
F4 NOT USED
F5 2" EXTRUDED RIGID INSULATION R-10 MIN. WITH 6 MIL POLY
VAPOR BARRIER OVER (WARM SIDE), TAPE/ SEAL ALL JOINTS.
F6 EIFS ON 1" RIGID INSULATION OVER 5/8" DENS GLASS ON
EXTERIOR SIDE OF WALL.
F7 6" BATT INSULATION R-19 TO 12" ABOVE TOP OF ROOF DECK
WITH 6 MIL POLY VAPOR BARRIER OVER (WARM SIDE). TAPE/
NAME , —
REGISTRATION
PRINT HISTORY
DAVE CLARK
14,883
DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
FLOOR PLAN
SCALE, 3/32' - 1'-O'
PROJECT 2007.41
DRAWN RAS
CHECKED PDA
F8 FILL CAVITY WITH BATT INSULATION WITH 6 MIL POLY VAP(
BARRIER OVER (WARM SIDE). TAPE AND SEAL ALL JOINTS.
a
N
ROOF PLAN 0 8' 16' 32'
i NORTH
3/32" = 1'-0'
ROOF PLAN NOTES
A. GEN. CONTRACTOR TO PROVIDE STEEL ANGLE FRAMES AT ALL ` J
ROOF OPENING LOCATIONS, SEE STRUCTURAL DRAWINGS FOR
STEEL SIZE. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF
PENETRATIONS AND EQUIPMENT WITH STRUCTURAL ENGINEER
PRIOR TO INSTALLATION.
MI
B. TOP OF CMU WALL TO BE 120'-0" A.F.F. UNLESS NOTED. W
C. ALL ROOF SLOPES ARE ACHIEVED BY SLOPING STRUCTURE WITH ASSOCIATES, INC.
THE EXCEPTION OF THE DRAINAGE CRICKETS.
D. MEMBRANE ROOFING - BALLASTED 60 MILL SINGLE PLY EPDM
MEMBRANE SYSTEM, ROOF INSULATION,(R-24). MEMBRANE
FLASHING, FASTENERS, THERMAL BARRIER (IF REQUIRED),ETC. ARE
SUPPLIED BY THE CONTRACTOR. ALL WORK TO BE DONE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
WARRANTY. PROVIDE 15 YEAR WARRANTY. ARCHITECTS
E. PROVIDE INSULATION CRICKETS AT ALL MECHANICAL EQUIPMENT INTERIORS
SUPPORTS AND CURBS. COORDINATE SLOPES WITH ROOF SLOPE.
F. EXTEND MEMBRANE FLASHING UP AND OVER TOP OF ALL
PARAPET WALLS AND BLOCKING TO EXTERIOR FACE OF WALL. SEE
1/A6 AND 2/A6.
G. FOR TYPICAL RTU CURB AND SUPPORT SEE 8/A6.1.
CONTRACTOR'S OPTION TO PROVIDE TREATED WOOD CURBS IN r 1
LIEU OF INSULATED METAL. ` j
H. R.D. - ROOF DRAIN
O.S. - OVERFLOW SCUPPER
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX, 952 541-9554
952 541 9969
ROOF PLAN KEYNOTES
MAMAC
O
BALLASTED SINGLEEPDM MEMBRANE OVER RIGID
PROPERTIES
SULAR4 TION SPINY
OORAISED
PARAPET ELEV. 120'-0" (TOP OF WALL)
LLC
O3
® RAISED PARAPET AT OFFICES ELEVATION 122'-8"
8189 CENTURY BLVD.
(TOP OF WALL)
CHANHASSEN, MN
O4
® RAISED PARAPET AT ENTRY ELEV. 125'-4" (TOP OF
WALL)
OS
RETURN CORNICE/ PARAPET AND FINISHES BACK OVER ROOF.
SEE ELEV.
OMETAL CANOPY AT STOREFRONT.
O7 ROOF HATCH, SEE 4/A6.1.
89 TAPPERED ROOF INSULATION TO DRAIN.
LOWERED ROOF AT ENTRY ELEV. 118'-0" (TOP OF
WALL)
10
WALL
LIGHT, MOUNT AT 19'-0" A.F.F.
11
NOT
USED
12
NOT
USED
r
"
13
R.D.
- ROOF DRAIN, SEE 2/A6.1.
14
O.S.
- OVERFLOW SCUPPER 24" X 8", SEE 3/A6.1. SCUPPER
OFFICE
FLOW
LINE TO BE INSTALLED 2" ABOVE THE ROOF DRAIN.
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAME DAVE CLARK
REGISTRATION • 14,883
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
ROOF PLAN
SCALE- 3/32• - 1'-0•
PROJECT 2007.41
DRAWN RAS �\
CHECKED PDA A 2
DOOR TYPES HARDWARE GROUPS HARDWARE NOTES DOOR SCHEDULE
FG
FULL GLASS (TEMPERED)
MEDIUM STYLE
FRAME TYPES
HOLLOW METAL
GROUT SOLID AT
EXTERIOR
LOCATIONS.
F OH
FLUSH OVERHEAD DOOR
FLUSH STEEL
INSULATED
HM 2
HOLLOW METAL
VERIFY
STL 3
STEEL CHANNEL
GROUP 1 EXT. SINGLE, EXIT DEVICE
ALL HARDWARE BY STOREFRONT/ DOOR PROVIDER
1 1/2 PAIR BUTTS
1 PULL
1 PUSHBAR
1 RIM CYLINDER
1 DEADBOLT
1 CLOSER/STOP
2 KICK PLATES
1 THRESHOLD
1 SET WEATHERSTRIP WITH DRIP CAP
1 SILL SWEEP
GROUP 2 EXT. SINGLE
1 1/2 PAIR BUTTS
1 LOCKSET
1 CLOSER/STOP
1 THRESHOLD
1 SET WEATHERSTRIP WITH DRIP CAP
1 SILL SWEEP
1 DOOR LATCH PROTECTOR
GROUP 3 EXTERIOR SINGLE, EXIT DEVICE
1 1/2 PAIR BUTTS
1 PUSHBAR EXIT DEVICE, NO EXTERIOR HARDWARE
1 CLOSER/ STOP
1 THRESHOLD
1 SET WEATHERSTRIP WITH DRIP CAP
1 SILL SWEEP
GROUP 4 INT. SINGLE, LOCKSET
1 1/2 PAIR BUTTS
1 LEVER LOCKSET
1 STOP
1 CLOSURE
GROU INT. SINGLE, PUSH/PULL
1 PANUTTS
1 TE
1 U L
1 CLO E G Q
1
1 D
GROUP 6 COILING/ OVERHEAD
PADLOCK
WEATHERSTRIPPING BY DOOR PROVIDER
GROUP 7 EXT. DOUBLE; E;
3 PAIR BUTTS
2 PULL
2 PUSHBAR
1 RIM CYLINDER
1 FLUSH BOLT
1 DUST PROOF STRIKE
2 CLOSER/STOP
1 THRESHOLD
1 SET WEATHERSTRIP WITH DRIP CAP
2 SILL SWEEP
WINDOW
TYPES
NOTE: 1.
FIELD VERIFY ALL OPENING
SIZES.
2.
ALL ALUM. STOREFRONT TO
BE ANODIZED BLACK.
c
I:
"
9'-4"
v
21
4,-5„
2„
11,
4,-5„
2„
N.
0
I
1
N
N
I
1
L
o_
I
2
co
W1
ANODIZED ALUMINUM
THERMAL BREAK
7, 1"
e
2"
4'-1 2" 4'-14" 2" 4'-1j" r2» 4'-11"
N
o
,
N
N
I
1
0
I
2
W4
ANODIZED ALUMINUM
THERMAL BREAK
2"
�, q„
2"
3'-51" 2" 3'-5j" 2" v 3'-5j" 2" 3'-5j"
N
0
I
N
1
Nc
I
cli
1
0
I
2
00
W2
ANODIZED ALUMINUM
THERMAL BREAK
WS
ANODIZED ALUMINUM
THERMAL BREAK
2»
2„
4,-0„ 23,-0„ 1,-6„�2 4,-0„
N
0
I
N
1
_c
N
�I
N
O3
3
CD
O4
4
W7
ANODIZED ALUMINUM
THERMAL BREAK
,
2"
3'-114" 3'-114" 2" V 3'-11j" 2" 3'-11"
N
0
1
N
_(
N
I
1
1 a
N
L
0
I
2
W3
ANODIZED ALUMINUM
THERMAL BREAK
GLASS TYPES
O1 1" INSULATED GLASS, CLEAR. LOW E
O1" INSULATED SPANDREL GLASS
O3 1" INSULATED TEMPERED GLASS, CLEAR. LOW E.
O4 1" INSULATED TEMPERED SPANDREL GLASS
1. SUPPLIER SHALL BE RESPONSIBLE FOR THOROUGHLY DETAILING
THE ENTIRE PROJECT TO ASSURE THAT THE ITEMS SPECIFIED WILL
FUNCTION PROPERLY IN THE LOCATIONS INDICATED. ITEMS NOT
SPECIFIED BUT REQUIRED TO SUITABLY COMPLETE THE PROJECT
SHALL BE FURNISHED FOR THE SERVICE REQUIRED. A
2. HARDWARE IS DESIGNATED BY FUNCTION ONLY. SUPPLIER SHALL
PREPARE A COMPLETE HARDWARE SCHEDULE FOR EACH OPENING TO
BE REVIEWED BY THE ARCHITECT AND/ OR OWNER.
3. ALL FINISH HARDWARE SHALL BE DELIVERED WITH AN APPROVED
SCHEDULE AND ALL NECESSARY TEMPLATES AND OTHER FASTENERS.
EACH ITEM IS TO BE LABLED SEPERATELY.
4. EQUIVALENT ITEMS MAY BE PROVIDED BY: STANLEY, HAGER,
LAWRENCE, CORBIN, RUSSWIN, LCN, YALE, NORTON, HIAWATHA,
GLYNN-JOHNSON, IVES, NATIONAL GUARD, PEMKO, REESE, DETEX,
OR VON DUPRIN.
5. PRODUCTS:
A. HINGES: 1
STANLEY FBB179 X US32D
4 1/2" X 4 1/2"
EXTERIOR DOORS TO HAVE NRP
B. LATCHSET/ LOCKSET
DOOR
NO.
DOOR
GLASS
TYPE
FIRE
RAT'G
HDWR
GRP
FRAME
NOTES
TYPE
MAT.
QN.
WIDTH
HEIGHT
THICK
FINISH
TYPE
MAT.
FINISH
100A
FG
ALUM
1
3'-0"
7'-0"
1-3/4"
ANOD
3
-
1
W7
ALUM
ANOD
1
100B
FG
ALUM
2
3'-0"
7'-0"
1-3/4"
ANOD
3
-
1 7
W6
ALUM
ANOD
1
101
102
103A
F
WD
1
3'-0"
7'-0"
1-3/4"
PT
-
-
HM 2
HM
jP
103B
F
WD
1
3'-0"
7'-0"
1-3/4"
PT
-
-
4
HM 2
HM
4
104A
F
HM
1
3'-0"
7'-0"
1-3/4"
PT
-
-
3
HM 1
HM
2, 3
104B
F
HM
1
3'-0"
7'-0"
1 -3/4"
PT
-
-
2
HM 1
HM
PT
2, 5
104C
OH
STL
1
8'-0"10'-0"
2"
PT
-
-
6
STL 3
STL
PT
2, 6
104D
OH
STL
1
8'-0"
10'-0"
2"
PT
-
-
6
STL 3
STL
PT
2, 6
104E
F
I HM
1 1
3'-0"
7'-0"
1-3/4"
PT
-
-
2
HM 1
HM
PT
1, 3
HLAGE D SERIS X 626, CYLINDERICAL,
ATHENS LEVERSET GENERAL DOOR NOTES
AT
- OFFICE FUNCTION
D50PD
- STORAGE FUNCTION
D80PD DOORS 103A, 103B, 104B
A.
- PASSAGE FUNCTION
D105
C.
EXIT DEVICE
DETEX *230 EXIST ONLY
WITH BATTERY ALARM
B.
D.
CYLINDER LOCK:
SCHLAGE 23-013
E.
CLOSERS:
C.
LCN 1640, LCN 1640N
WITH HOLD -OPEN X ALUM., 90
DEGREES
D.
F.
STOPS:
GLYNN- JOHNSON 50W
E.
G.
PUSH PLATES:
HIAWATHA 200H
F.
H.
PUSH BARS:
G.
HIAWATHA 1081-LBP
I.
PULLS:
H.
HIAWATHA 536 B
J.
KICKPLATES:
I.
HIAWATHA, DOOR WIDTH
MINUS 2" X 10" X .050"
STAINLESS STEEL
WITH FOUR BEVELED EDGES.
J.
K.
DOOR EDGE PROTECTORS:
CUSTOM 5/8" X 1-3/4"
X 5/8" X 10" LONG X 0.050"
STAINLESS STEEL CHANNEL
PROTECTOR
L.
FLUSH BOLT/ DUSTPROOF
STRIKE:
GLYNN- JOHNSON FB6, FB7, DP-1
M.
COORDINATOR:
GLYNN- JOHNSON 'CDR'
SERIES
N.
THRESHOLD:
PEMKO 171A
0.
WEATHERSTRIPPING:
PEMKO S88
P.
SWEEPS:
PEMKO 368CN
Q.
ASTRAGALS:
PEMKO 355PWS
HOLLOW METAL DOORS:
EXTERIOR - 16 GAUGE DOOR, 14 GAUGE FRAME,
INSULATED DOOR AND FRAME.
INTERIOR - 18 GAUGE DOOR, 16 GAUGE FRAME.
WHEN FACES OF A DOOR ARE DIFFERENT COLORS,
PAINT SHALL RETURN AROUND EDGES SO TRANSITION
OCCURS AT CONCEALED CORNER AT DOOR STOP.
PAINT ALL EDGES AND GLAZING STOPS OF DOORS TO
MATCH FACE OF DOOR.
ALL EXITS SHALL BE OPERABLE FROM INSIDE WITHOUT
USING A KEY, OR EFFORT, OR SPECIAL KNOWLEDGE.
PROVIDE DRIP CAPS AT ALL EXTERIOR DOORS.
ALL DOOR FRAMES TO BE WELDED
ALL WOOD DOORS TO SOLID CORE MAPLE UNLESS
NOTED OTHERWISE.
PAINT DOOR AND FRAME ON EXTERIOR TO MATCH
ADJACENT WALL.
ALL INTERIOR WOOD DOORS TO BE FINISHED S/V,
STAINED AND VARNISHED UNLESS NOTED OTHERWISE.
ALL ALUM. DOORS AND FRAMES TO BE ANODIZED BLACK
DOOR NOTES
1. BY STOREFRONT PROVIDER. MEDIUM STYLE WITH 10
BOTTOM RAIL.
2. INSULATED DOOR AND FRAME.
3. PROVIDE DETEX WITH ALARM
4. LOCK ON INSIDE OF ROOM.
5. PROVIDE DOOR BELL.
6. PROVIDE AND INSTALL DOCK SEAL AND--IaUMPERS_
7. PLASTIC SIGN /16" THICK X 2" HIGH,
LENGT A EQ I D. 1" HIGH RAISED WHITE LETTERS
ACCOM G ADE 2 BRAILLE TO MATCH TEXT.
COLORE SELEC OWNER. MOUNT TO WALL
ON THE LATCH��F TH DOOR AT 60" A.F.F. TO
CENTERLI
E (1) - MANAGERS OFFICE (1)
MEN (1)
- EMPLOYEE ONLY (1)
r�
LJ
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
ra
LJ
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9564
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN,MN
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE'
NAME- —
REGISTRATION
DAVE CLARK
14,883
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
SCHEDULES
PROJECT
2007.41
DRAWN
RAS w
CHECKED
PDA ,/A\`
0
0
0
i�
c�
a�
r:
WEST ELEVATION I v V
3/32' = T-0"
if
i2'
GLAZING AREA
GLAZING PROVIDED:
` J
WINDOW NO. AREA PER WINDOW
NO. PROVIDED
TOTAL AREA
W1
1
1n'
W2 136.8 S.F.
2
273.6 S.F.
Y Y C L.
W4 161.7 S.F.
W6 312.7 S.F. Q
4
1
646.8 S.F.
312.7 S.F.
ASSOCIATES, INC.
W7 124.4 S.F.
1
124.4 S.F.
1,444.6 S.F. Q1
GLAZING REQUIRED:
FRONT ELEVATION:
ARCHITECTS
224'-0" LONG x 12'-0" HIGH
50% GLAZING REQUIRED
2,688 S.F.
x 50%
INTERIORS
1,344 S.F.
EXTERIOR ELEV. KEYNOTES
NO,
BASE MATERIAL
FINISH
COLOR
NOTES
Ac
APPROXIMATE GRADE, SEE CIVIL
-
-
O
ALUMINUM STOREFRONT
ANODIZED
BLACK
T
0
cM
CMU - PIERS
ROCKFACE
BLACK
1,3,6
CM
CMU - WALLS/ ACCENT BANDS
SMOOTH
WINTER WHITE
1,3,6
cM
CMU - WALLS AND PIERS
ROCKFACE
PEWTER
1,3,6
CMa
CMU - BANDS
ROCKFACE
PEWTER
1,2,3,6
CM
CMU - WALLS
ROCKFACE
PEWTER
1,3,6
DKt
DOCK BUMPER
-
BLACK
DOCK LEVELER
-
0
EIF1
EIFS
MATCH WINTER
5
WHITE
IF
EIFS
MATCH
5
PEWTER
-
HM
HOLLOW METAL DOOR/ FRAME
PAINT
MATCH WALL
I
Mct
METAL CAP FLASHING
PREFINISHED
MATCH WINTER
4
WHITE
�C
METAL CAP FLASHING ROOF
PREFINISHED
PEWTER
4
H
I
os
OVERFLOW SCUPPER
PREFINISHED
WHITE
RL
ROOF LINE
RM
ROOF MEMBRANE
sc
SIAMESE CONNECTION
sN
SIGNAGE - BY OTHERS
ss
STEEL STAIRS
PAINT
BLACK
TR
TRANSFORMER
We
WOOD GATE
STAIN
BLACK
WL
WALL LIGHT-1
PREFINISHED
BLACK
LD
WALL LIGHT DECORATIVE
NOTE:
1. ALL CMU EXPOSED TO THE EXTERIOR TO BE INTEGRAL COLOR.
2. HALF HIGH CMU.
3. CMU COLORS NOTED ARE ANCHOR BLOCK.
4. PREFINISHED METAL COLORS NOTED ARE UNACLAD.
5. EIFS COLORS NOTED ARE DRYVIT.
6. ALL CMU EXPOSED TO THE EXTERIOR TO RECIEVE A CLEAR SEALER.
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 6419969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
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OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAME• DAVE CLARK
REGISTRATION 14.883
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
EXTERIOR ELEVATIONS
SCALE- 3/32• - T-0•
PROJECT
2007.41
DRAWN
RAS A
CHECKED
PDA f/A\�
" SEE 2/A4
0 8' 16' 32'
EAST ELEVATION
3/32' = 1'4"
NOTE.
ACTUAL DESIGN AND
CONNECTIONS OF STEEL STUDS
TO BE BY THE STEEL STUD
SUPPLIER.
NOTE.
SEE 3/A5 FOR TYP.
CONSTRUCTION NOTES
NOTE.
ALL CMU EXPOSED TO THE
EXTERIOR TO RECIEVE A CLEAR
SEALER.
11-01, 1 Al
2
A6
SIM. \
LOPE I
I T.O. MASONRY
I ---122'-8"
I I
I I
" 4" DECORATIVE INTEGRAL COLOR
7
CMU PIER. SEE ELEV.
A6
3'-0" -o;
OND BEAM. SEE STRUCTURAL.
SLOPE T.O. CORNICE _
118'-0"
I -- DECK _BEARING _
VARIES
STEEL ANGLE, SEE STRUCT.
1 4
1' -0"
2
A6
TYP. \
SLOPE I
I I '
I
I I
NOTE.
ACTUAL DESIGN AND
CONNECTIONS OF STEEL STUDS
TO BE BY THE STEEL STUD
SUPPLIER.
NOTE.
SEE 1/A5 AND 3/A5 FOR
TYP. CONSTRUCTION NOTES.
T.O. MASONRY
122'-8"
12" DECORATIVE INTEGRAL COLOR
CMU WALL.
T.O. CORNICE _
1 18,-0"
—DECK BEARING
VARIES
—12" SMOOTH CMU WALL WITH
CORE FILL INSUL.
0I EIFS CORNICE. RECESSED DOWNLIGHT (2)
iO
1 RETURN 1" EIFS TO
2- MASONRY WALL.
6 2 11
A6 1" EIFS OVER �fi" DENS A6 IM. --
/ \ SHIELD ON 6" METAL STUDS /
I 0 24" O.C. o
o
T.O. MASONRY _ B.O. EIFS _
110'-8" \__--_ \ 110'-8"
3" EIFS HORIZONTAL BAND I I
1 1-4" 2" WITH DRIP. SLOPE TOP TO I _ _ T.O. OPENING_ _
DRAIN. 109'-4"
BOND BEAM, SEE STRUCT. @sZ
STEEL BEAM LINTEL.
SEE STRUCTURAL.
12" DECORATIVE INTEGRAL COLOR
CMU WALL WITH CORE FILL
INSULATION.
8" DECORATIVE INTEGRAL ALUMINUM STOREFRONT
COLOR CMU WALL. SYSTEM.
12" SMOOTH CMU WALL WITH
00
CORE FILL INSUL.
o 16
A6 SIM. 4" CONC. SIDEWALK,
SLOPE AWAY FROM
1 BUILDING 1/8" PER 12".
1 /2" EXPANSION JOINT
WITH CONT. SEALANT LONG TOP. Al
2" RIGID INSULATION,
15 RETURN 2' BELOW SLAB
AS WHERE FLOOR SLAB BEARS
ON FOUNDATION WALL.
T.O. CONCRETE _ T.O. CONCRETE _
IN I I 100'-0" 100'-0"
LEI 111-1115 1 -
T.O. FOOTING__
SEE STRUCTURAL
d :a
WALL SECTION AT EMPLOYEE ENTRY PIER
I I I�Ik1-I I �I I I� I I -I I�I-1 111=1 I I I
III -III III III III+III II�II COMPACTED GRANULAR
IinILIII I IIII III
II II III III-111�111$I11-I I / FILL, SEE STRUCTURAL
CMU FOUNDATION WALL,
_ SEE STRUCTURAL.
1 I- III -I I+I LI T.O. FOOTING _
_—
<' •;. ^° ^;' SEE STRUCTURAL
NOTE: CONTRACTOR TO POUR STOOPS AND CONCRETE FOOTING. SEE
SIDEWALK INTEGRALLY. DO NOT ISOLATE. STRUCTURAL.
. WALL SECTION AT EMPLOYEE ENTRY
11T = 1'-0"
NOTE:
ALL CMU EXPOSED TO THE
EXTERIOR TO RECIEVE A CLEAR
SEALER.
PREFINISHED METAL COPING
1 _p ON TREATED WOOD BLOCKING.
2
A6
\ BOND BEAM AT TOP of
TYP. ( SLOPE I WALL. SEE STRUCTURAL.
T.O. MASONRY _
122'-8"
I I
•I I I
12" DECORATIVE INTEGRAL
COLOR CMU ACCENT BAND.
EXTEND EPDM UP BACK OF
PARAPET AND OVER TOP.
BALLASTED SINGLE PLY
EPDM
RIGID NSUL.MR-24 MIN.
P a
°
WALL SECTION AT FRONI
1 /2' = 1'-0"
DECK BEARING _
VARIES
—METAL ROOF DECK.
SEE STRUCTURAL.
—STEEL BAR JOIST,
SEE STRUCTURAL.
—SEAL TOP OF WALL TO METAL
DECK.
—STEEL ANGLE DECK SUPPORT.
—12" DECORATIVE INTEGRAL
COLOR CMU ACCENT BAND WITH
CORE FILL INSULATION.
12" DECORATIVE INTEGRAL -
COLOR CMU WALL WITH CORE
FILL INSULATION TO 4" MIN.
ABOVE ROOF INSULATION.
2" EXTRUDED RIGID INSUL.
R-10 WITH METAL Z FURRING
CHANNELS AT 24" O.C.
%- TYP GYP. BD OVER 6
MIL. POLY VAPOR BARRIER.
CONCRETE FLOOR SLAB.
ZSEE STRUCTURAL.
T.O. CONCRETE _
100'-0"
20 MIL. POLY VAPOR BARRIER.
COMPACTED GRANULAR FILL,
SEE STRUCTURAL
2" RIGID INSULATION. R-10.
T.O. FOOTING _
SEE STRUCTURAL
CMU FOUNDATION WALL. SEE
STRUCTURAL.
CONCRETE FOOTING. SEE 1
STRUCTURAL.
WALL SECTION AT WINDOW
1 /2' = 1'-0'
NOTE.
SEE 3/A5 FOR TYPICAL
CONSTRUCTION NOTES.
r11
\J
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
rql
LJ
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN,MN
r74
LJ
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAME• DAVE CLARK
REGISTRATION 14,883
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
WALL SECTIONS
SCALE, 1/2' - 1'-O'
PROJECT 2007.41
DRAWN RA9 A
CHECKED PDA i/aq\`
NOTE:
ALL CMU EXPOSED TO THE
EXTERIOR TO RECIEVE A CLEAR
SEALER.
PREFINISHED METAL COPING
ON TREATED WOOD BLOCKII`
BOND BEAM AT TOP OF WALL.
SEE STRUCTURAL.
_ T.O. MASONRY _
—12" DECORATIVE INTEGRAL
COLOR ACCENT BAND.
EXTEND EPDM UP BACK OF
PARAPET AND OVER TOP.
BALLASTED SINGLE PLY
EPDM SYSTEM.
METAL ROOF DECK
■7x on4y aig[ems
v
STEEL BAR JOIST.
SEE STRUCTURAL.
SEAL TOP OF WALL TO METAL
115 PIER _
I I
STEEL ANGLE DECK SUPPORT.
6 DECORATIVE INTEGRAL COLOR
A6 SILL BLOCK 4" HIGH. SLOPE
TOP TO DRAIN.
DECORATIVE INTEGRAL
l COLOR ACCENT BAND. i
2j" 4" DECORATIVE INTEGRAL
COLOR CMU PIER/ VENEER.
12" SMOOTH CMU WALL WITH
CORE FILL INSUL.
2" EXTRUDED RIGID INSUL.
R-10 WITH METAL Z FURRING
CHANNELS AT 24" O.C.
%" TYP GYP. BD OVER 6
MIL. POLY VAPOR BARRIER.
CONCRETE FLOOR SLAB.
SEE STRUCTURAL.
T.O. CONCRETE _
° 100'-0-0"
=III
;III 20 MIL. POLY VAPOR BARRIER.
COMPACTED GRANULAR FILL,
SEE STRUCTURAL
2" RIGID INSULATION. R-10.
T.O. FOOTING _
SEE STRUCTURAL
9
CMU FOUNDATION WALL/ PIER,
SEE STRUCTURAL.
CONCRETE FOOTING. SEE
STRUCTURAL.
WALL SECTION AT PARTIAL HEIGHT PIER
1/2" = 1'-0"
WALL SECTION AT ENTRY PIER
1/2" = 1'-0"
NOTE.
ACTUAL DESIGN AND
CONNECTIONS OF STEEL STUDS
TO BE BY THE STEEL STUD
SUPPLIER.
NOTE.
SEE 1/A5.1 FOR TYP.
CONSTRUCTION NOTES.
Al
y
NOTE: CONTRACTOR TO POUR STOOPS AND
SIDEWALK INTEGRALLY. DO NOT ISOLATE.
r_,'\WALL SECTION AT MAIN ENTRY
1 /2' = T-0"
NOTE.
ACTUAL DESIGN AND
CONNECTIONS OF STEEL STUDS
TO BE BY THE STEEL STUD
SUPPLIER.
NOTE.
SEE 1/A5.1 FOR TYP.
CONSTRUCTION NOTES.
T.O. MASONRY
125'-4"
DECK BEARING
VARIES
—RECESSED DOWNLIGHT (3)
STEEL BEAM LINTEL.
SEE STRUCTURAL.
RETURN 1" EIFS TO
MASONRY WALL.
ALUMINUM STOREFRONT
SYSTEM.
1 /Z- ERPANSION JOINT
WITH CONT. SEALANT
ALONG TOP.
-CONCRETE FLOOR SLAB.
SEE STRUCTURAL.
T.O. CONCRETE_ lrh
100'-0'
-COMPACTED GRANULAR
FILL, SEE STRUCTURAL
-CMU FOUNDATION WALL,
SEE STRUCTURAL.
T.O. FOOTING
SEE STRUCTURAL
CONCRETE FOOTING. SEE
STRUCTURAL.
NOTE,
SEE 1/A5.1 FOR TYP.
1 CONSTRUCTION NOTES.
I
L
WALL SECTION AT CORNER PIER
1/2" = 1'-0"
ra
\A
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
rqll
LJ
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN, MN
OFFICE
BUILDING AND
MANUFACTURING
1 HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE • -
NAME• DAVE CLARK
REGISTRATION • 14,888
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
WALL SECTIONS
SCALE- 1/2' -
1'-O'
PROJECT 2007.41
DRAWN RAS
CHECKED PDA
w 5 s
H
rn
3
a
0
0
0
N
UI
w
(N
N
a
NOTE, NOTE, NOTE.
ALL CMU EXPOSED TO THE SEE 1/A5.2 FOR TYP. SEE 1/A5.2 FOR TYP.
A EXTERIOR TO RECIEVE A CLEAR y
CONSTRUCTION NOTES. CONSTRUCTION NOTES. 7
SEALER.
I I I
BOND BEAM AT TOP OF
WALL. SEE STRUCTURAL.
PREFINISHED METAL COPING
A6
ON TREATED WOOD BLOCKING.
/
\
EXTEND EPDM UP BACK OF
PARAPET AND OVER TOP OF
I
PARAPET.
T.O. MASONRY _
120'-0"_
00
I
BALLASTED SINGLE PLY
EPDM SYSTEM.
RIGID INSUL. R-24 MIN.
I
I
METAL ROOF DECK.
I
I SLOPE DN
SEE STRUCTURAL.
�
1
��
JOIST BEARING _
o=
116'-8"
cm
m=
SEAL TOP OF WALL TO METAL
DECK.
STEEL BAR JOIST.
SEE STRUCTURAL.
BOND BEAM.
SEE STRUCTURAL.
12" DECORATIVE INTEGRAL
COLOR CMU WALL WITH
CORE FILL INSULATION.
2" EXTRUDED RIGID INSUL.
I
R-10 WITH METAL Z FURRING
'n
ME
CHANNELS AT 24" 0_C.
0
" TYP GYP. BD OVER 6
MIL, POLY VAPOR BARRIER.
CONCRETE FLOOR SLAB.
SEE STRUCTURAL.
T.O. CONCRETE _
°
100'-0"
III
177
�I�I
20 MIL. POLY VAPOR BARRIER.
COMPACTED GRANULAR FILL,
SEE STRUCTURAL
2" RIGID INSULATION. R-10.
T.O. FOOTING _
° o
SEE STRUCTURAL
CMU FOUNDATION WALL, SEE
STRUCTURAL.
CONCRETE FOOTING. SEE
STRUCTURAL.
TYPICAL WALL SECTION @ MANUFACTU
1/2' = 1'-0'
SIM. /� �\
WALL SECTION AT PIER
1/2' = P-0"
1 1,-0„
A6 _
SIM. _ T.O. WALL
120'-0" -
SLOPE DN
I
_ _ _ JOIST BEARING
118'-4 Y4"
5
A6.1
D BEAM, SEE STRUCT.
PROVIDE SMOOTH BLOCK BEHIND
DOCK SEAL FOR ATTACHMENT.
STEEL LINTEL, SEE STRUCTURAL
T.O. OPENING
lip 4I 110'-0"
FUTURE
EXPANSION
1'-0"
4
A6 _ _
NOTE.
ACTUAL DESIGN AND
CONNECTIONS OF STEEL STUDS
TO BE BY THE STEEL STUD
SUPPLIER_
PREFINISHED METAL COPING
ON TREATED WOOD BLOCKING.
EXTEND EDPM UP BACK OF
PARAPET AND OVER TOP OF
PARAPET.
BALLASTED SINGLE PLY 1
EPDM SYSTEM.
RIGID INSUL. R-24 MIN.
T.O. WALL _
120'-0"
T.O. JOIST _
VARIES
STEEL BAR JOIST.
SEE STRUCTURAL.
METAL ROOF DECK.
SEE STRUCTURAL.
STEEL COLUMN AND BEAM
BEYOND.
QBENT
STEEL PLATE JAMB.
III
1" EIFS ON %" DENS GLASS.
I I
v
6" METAL STUDS AT 16" O.C.
I
I I
c=a
III
I I
00
I I
INSULATED HIGH LIFT OVERHEAD
6" BATT INSUL. TO 12" ABOVE
DOOR AND TRACK, WEATHER-
TOP OF ROOF DECK. WITH 6
STRIP.
MIL POLY VAPOR BARRIER
I I
OVER (WARM SIDE).
I I
I I
5/8" TYPE X GYP. BOARD.
DOCK SEAL/ PAD
I
I I
LAMINATED DOCK BUMPER
l
DOCK LEVELER
I I
3X3XY4" CONT. STEEL ANGLE
8
FRAME W/ )2X3 H.D. STUD AT
EACTU:R:ER
A6 _
2'-0" O.C. ON ALL EDGES.
I
ol
VERIFY W/ MAN U
IT.O. CONCA
-
CONCRETE _
100'-0'
I
100'-O"
100
° d
ui
>
SLOPE DOWN r
TII
VERIFY W MANUF. {
/
2" RIGID INSULATION.
---------
----------------------J
— f
RETURN 2' BELOW SLAB.
° °
2 -0
BOND BEAM. SEE ST U URAL
w =
_ _ _ _
T.O. FOOTING _
>
j';
SEE STRUCTURAL
20 MIL POLY VAPOR BARRIER
3
GRANULAR FILL, SEE STRUCT.
a
RIGID INSULATION - R-10.
Y2" EXPANSION MATERIAL WITH
a
a ?3
CONT. SEALANT OVER TOP.
T.O. FOOTING
d
SEE STRUCTURAL
CONCRETE SLAB AT LOADING
DOCK, SEE SHEET AS1. SLOPE
AWAY FROM BUILDING.
CONCRETE FOUNDATION
WALL, SEE STRUCTURAL
WALL SECTION AT LOADING DOCK
1/2' = 1'-0"
WALL SECTION AT REAR WALL
1/2' = V-0"
r�
LJ
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD
CHANHASSEN,MN
rLqT
`J
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAUJ . DAVE CLARK
REGISTRATION - 14,888
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
WALL SECTIONS
SCALE- 1/2•
- T-0-
PROJECT 2007.41
DRAWN RAS
CHECKED PDA
A5.2
um
0
TYPICAL WALL CAP
HM DOOR HEAD - JAMB SIM
1-1/2° = 1'-0"
GRID
AND FLASHING
a a
in
U.... u_
HIM DOOR THRESHOLD
3
a
0
0
0
N
I
N
0
<I
In
/
0
a
/
U
E
0
E
I
a
/
0
0
N
o'
3
E
0
0
0
0
N
Q
0
PREFINISHED METAL CAP
FLASHING WITH CONTINOUS
HOOK STRIP.
T-0. MASONRY _
VARIES
TAPERED TREATED WOOD SIDING
OVER TREATED 2X WOOD
BLOCKING. ATTACH TO WALL
PANEL AT 4'-0" O.C. WITH 3/8"
ANCHOR BOLTS
BOND BEAM, SEE STRUCTURAL
EXTEND ROOFING MEMBRANE UP
PARAPET WALL AND OVER TOP
OF WOOD BLOCKING.
TERMINATION BAR WITH
FASTENERS AT 12" O.C.
BALLASTED MEMBRANE ROOF
AND INSULATION SYSTEM.
DECK BEARING
VARIES
CMU WALL CONSTRUCTION
GYP. BD. OVER VAPOR BARRIER oI
AND FURRING CHANNELS WITH
RIGID INSULATION.
BOND BEAM LINTEL, SEE
STRUCT
2x TREATED WOOD BLOCKING
SEALANT TYP. EACH SIDE
HOLLOW METAL FRAME, GROUT
SOLID
DRIP CAP SET IN FULL BED OF
SEALANT
HOLLOW METAL DOOR
WEATHERSTRIP SWEEP
CONCRETE STOOP, SEE
STRUCT.
ALUM. THRESHOLD SET
IN FULL
BED OF SEALANT.
1" RIGID INSULATION
CONCRETE FLOOR SLAB,
SEE
STRUCT.
DOWEL FLOOR SLAB/ CONCRETE
STOOP TO FOUNDATION,
SEE
STRUCT.
GRANULAR FILL, SEE STRUCT.
—20 MIL VAPOR BARRIER
2" RIGID INSULATION
—CMU FOUNDATION WALL, SEE
STRUCT.
VOID BELOW SLAB, SEE STRUCT
PREFINISHED METAL CAP
FLASHING WITH CONTINOUS `)✓�.
HOOK STRIP.
T.O. MASONRY
VARIES
TAPERED TREATED WOOD 00
SIDING OVER TREATED 2X
INTO
WOOD BLOCKING. ATTACH TO
WALL PANEL AT 4'-0" O.C.
WITH 3/8" ANCHOR BOLTS
BOND BEAM, SEE
STRUCTURAL
3/4" TREATED PLYWOOD
ff
INFILL AT CMU BUMP -OUT
EXTEND ROOFING MEMBRANE
UP PARAPET WALL AND OVER
1'-0" TOP OF WOOD BLOCKING.
EIFS CORNICE
1 1/2" = 1'-0"
1" EIFS
3" EIFS HORIZONTAL BAND.
1
4j"
SLOPE TOP TO DRAIN
PREFINISHED METAL FLASHING
SET IN CONT. SEALANT.
RETURN DRIP ON ENDS.
SEALANT, TYP.
4" CMU SILL
01
HORIZONTAL REINFORCING AT
1
TOP OF PIER.
�.
12" CMU WALL
M
�
4" CMU PIER/ VENEER
3"
I
6" METAL STUDS AT 24" O.C.
WITH 5/8" DENS -SHIELD
OVER
\\\--BOND
DRIP
BEAM, SEE STRUCT.
EIFS
HORIZONTAL
EIFS CAP AT
BAND
PARTIAL PIER
EIFS ACCENT BAND
1 1/2" = 1'-0"
1
CMU WALL CONSTRUCTION
5/8" GYP. BD OVER VAPOR
BARRIER AND FURRING
2"
CHANNELS WITH RIGID
INSULATION.
STOREFRONT HEAD
STEEL BEAM LINTEL, SEE
STRUCT.
WOOD SHIM Qj
2x TREATED WOOD BLOCKING
WITH 1/2" PLYWOOD OVER ON
FACE OF WALL.
_ T.O. OPENING
=� 109'-4"
N
1-1/2" RIGID INSULATION AT
HEAD AND JAMBS
METAL STOP
CONT. SEALANT
ALUM. STOREFRONT WITH ALUM.
DEFLECTION HEAD
BACKER ROD AND SEALANT
ALUM. STOREFRONT
-BLACK ANOD. ALUM.
BREAKMETAL SILL TO MATCH
STORE FRONT, ALIGN FLUSH
WITH MULLION
T.O. SILL
102'-8"
-2 LAYERS 3/4" PLYWOOD
BLOCKING
-INSULATED SPANDREL GLASS
PANEL AT BOTTOM PANE
-5/8" GYP. BD OVER VAPOR
BARRIER ON 6" METAL STUDS
-FILL CAVITY WITH BATT
O n
BREAKMETAL FILLER/ BASE AT
EXTERIOR SET IN FULL BED OF
EA N .
T.O. CONCRETE _
4" METAL STUDS AT 16" O.C.
WITH 3/4" PLYWOOD BLOCKING
ON TOP.
S-4"
'— CONT.
SEALANT
TYP.
6- V-5i„
ENTRY CORNICE
=1-0„
3'-0"
PREF04tSHED METAL COP
WITH CONT. HOOK STRIP
2x WOOD BLOCKING
CONT. SEALANT TYP.
ROOFING MEMBRANE
ADHERED TO PLYWOOD
SLOPE DOWN
1'-1" 6" 1,-5j„
EMPLOYEE ENTRY CORNICE
SOFFIT AT ENTRY DOOR
V= 1'-0.
1 A"
PREFINISHED MET L EDGE
COPING WITH CO
HOOK STRIP
2x WOOD BLOCKING 1
ROOFING MEMBRANE
ADHERED TO PLYWOOD
3/4" PLYWOOD
SH THING
PREFINISHED METAL EDGE
COPING.
3 5/8" METAL STUDS
AT 16" O.C.
5/8" DENSGLASS
SHEATHING
EIFS CORNICE
6" METAL STUDS
1" EIFS
EXTEND ROOFING
MEMBRANE FLASHING UP
BACK OF PARAPET AND
OVER TOP OF PLYWOOD
TO FACE OF COPING.
1" EIFS OVER 5/8"
DENSGLASS SHEATHING
SLOPE TOP TO DRAIN
6" METAL STUDS
RECESSED LIGHT
FIXTURE, SEE PLAN
DRIP
STEEL BEAM/LINTEL, SEE
STRUCT
2" RIGID INSULATION
SEALANT, TYP. EACH
SIDE
TREATED 2x6 WOOD
BLOCKING WITH 1/2"
PLYWOOD OVER.
5/8" GYP. BD.
1 1/2" RIGID INSULATION
METAL STOP
SEALANT
ALUM. STOREFRONT WITH
DEFLECTION TRACK
ALUM. DOOR
CONCRETE STOOP, SEE STRUCT.
WEATHERSTRIP SWEEP Q1
IN FULL
BED OF SEALANT.
1" RIGID INSULATION
CONCRETE FLOOR SLAB, SEE
STRUCT.
GRANULAR FILL, SEE STRUCT.
20 MIL VAPOR BARRIER
2" RIGID INSULATION
CMU FOUNDATION WALL, SEE
STRUCT.
VOID BELOW SLAB, SEE STRUCT
7
1'-0"
I v
BEAM ENCLOSURE
1 1/2" = 1'-0"
EIFS AT CMU WALL
NOTE:
WRAP 6 MIL POLY VAPOR
BARRIER OVER TYP. OF EXT.
WALL GYP. BD. AROUND 1 1/2"
METAL STUDS TO DECK ABOVE
NOTE:
DO NOT ATTACH BEAM
ENCLOSURE TO EXTERIOR WALL
TO ACCOMODATE DEFLECTION.
NOTE:
SEE 1/A6 FOR TYPICAL CAP
FLASHING NOTES.
_1/2" PLYWOOD SHEATHING
SEAL TO DECK
�5/8" GYP. BD
-STEEL BEAM, SEE STRUCTURAL
1 1/2" METAL STUDS FURRING
--METAL STOP
�5/8" GYP. BD.
STEEL COL. BEYOND
)ENSGLASS
AL STUDS WITH 6" BATT
TION, R-19
YPE X GYP. BD. OVER 6
ILY VAPOR BARRIER
EALER
LAR BASE, SEE STRUCT
POLY VAPOR BARRIER
ID INSULATION
SOLID
4U FOUNDATION WALL, SEE
J11\V\il
1" EIFS OVER 5/8" DENSGLASS
ON 6" METAL STUDS WITH 5/8"
GYP. BD.
CONT. ROD AND SEALANT
SMOOTH FACE INTEGRAL COLOR
CMU WALL CONSTRUCTION WITH
FLAT END
ROCK FACE INTEGRAL COLOR
END AT PIER.
FILL CAVITY WITH BATT
INSULATION. �1
5/8" GYP. BD. OVER VAPOR
BARRIER AND FURRING
CHANNELS WITH RIGID
INSULATION
"'•' "TOREFRONT SYSTEM
/E INTREGRAL COLOR
AND PIERS
r�
LJ
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
I. AE
Mom
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN,MN
ri
\J
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE
NAME DAVE CLARK
REGISTRATION • 74,889
PRINT HISTORY DATE
PERMIT 07-12-2007
REVISION 01 08-15-2007
DETAILS
SCALE, AS NOTED
PROJECT
2007.41
DRAWN
RAS w
CHECKED
PDA II'Ya'\1` 6
w
10 0
J
0 W
Of
0
04
NOTE:
PROVIDE SMOOTH
INTEGRAL COLOR CMU
BEHIND DOCK SEALS
CMU WALL CONSTRUCTION
DOCK SEAL — HEAD.
STEEL LINTEL, SEE STRUCT.
TREATED WOOD BLOCKING
T.O. OPENING
110'-0"
WEATHERSTRIPING
OH DOOR AND TRACK.
OVERHEAD
1-1/2• = 1'-0"
HEAD
NOTE:
PROVIDE SMOOTH
INTEGRAL COLOR CMU
BEHIND DOCK SEALS
CMU WALL CONSTRUCTION
DOCK SEAL.
SEAL, TYPICAL
TREATED WOOD BLOCKING
CONT. 1/4" STEEL BENT PLATE.
DOOR — OVERLAP JAMB 1".
WEATHERSTRIPING
OVERHEAD DOORJAMB
PLAN SCALE: 1/2" = 1'—O"
ROOFS
1-112' - 1' 0"
NALL CONSTRUCTION.
INSULATION 1/2" PER 12"
)OWN TOWARD DRAIN HEAD.
CONT.
SEALAN�
8" X 16,
SCUPPER, TYP.
MAX. 2"
onnr nRAN, SEE MECH. ABOVE ROOF
DRAIN OR
MEMBRANE MAIN
SCUPPER
1 ROOF INSULATION DOWN SEE ELEV.
JERFLOW SCUPPER TO
RAIN.
CONT.
SEALANT
AMP, SEE MECHANICAL.
TER LEADER, SEE MECH.
DRAIN SIM.
BOLLARD
9'-0" 6" 0 D STEEL PIPE FILLED WITH
L'\
TRASH ENCLOSURE
1-1/2" - 1'-0" J/1 O. = 1'-D"
NOTE: NOTE: 81,
STAIR SUPPLIER TO BE ALL WELDS TO BE 3 1/2
RESPONSIBLE FOR ACTUAL STAIR GROUND SMOOOTH
STRUCTURAL DESIGN AND ALL METAL TO BE
CONFORMANCE TO ALL PRIMED AND PAINTED.
APPLICABLE CODES.
BALLASTED SINGLE PLY
MEMBRANE ROOF SYSTEM.
119
3"
ROOF HATCH 2'-6"x4'-6" W/
zil
INTEGRAL CURB & FLASHING
�pol
N1
o
N
rl
y�l
T.O. DECK_
117'-8"t VARIES r
(FEILD VERIFY)
1--1 3/4" "DENS —DECK"
COVER BOARD OVER
ROOF INSULATION AND
UNDERNEATH ROOF
MEMBRANE. 24" WIDE
AROUND OPEN AREA OF
ROOF.
STEEL ANGLE SUPPORT
SEE STRUCTURAL
a/e° = r-0^
NOTE:
ALL WELDS TO BE
GROUND SMOOOTH
—1 1/2" O.D. STEEL PIPE
ALL METAL TO BE
RAIL BY MISC. METAL
PRIMED AND PAINTED.
CONTRACTOR. GRIND
ALL WELDS SMOOTH
PRIME.
—STL CHANNEL STRINGERS
W/ 24" WIDE TREADS —
GRIP STRUT OR APPD.
EQUAL — BY MISC
METALS CONTR. PRIME.
Al
—DOOR BEHIND
00 III
I
in
—FLOOR SINK BEHIND
n
CLIP ANGLE — BY MISC I
METALS ATTACH TO
FLOOR WITH 1/2"
ANCHOR BOLTS.
Phu
TRASH ENCLOSURE
3/6" = V-0"
AILS
7
CONCRETE EMBEDDED 60",
ROUND TOP TO DRAIN.
8" ROCK —FACE INTEGRAL C R
CMU WALL CONSTRUCTIO CM3.
;EDAR GATE, STAIN.
i" CONCRETE SLAB AT TRASH "
_NCLOSURE, SEE SHEET AS1.
2" ROCK —FACE INTEGRAL
:OLOR CMU WALL
;ONSTRUCTION
_112" - 1' 0"
74" 1'-11"
a
CONT.
SEALANT
_1-1 .,.
a Q
s
UV LlJ11\U, I lr.
METAL STAIR AT TRUCK DOCK
SINGLE —PLY MEMBRANE WALL
FLASHING, SET IN BONDING
ADHESIVE (BY MANUF)
SINGLE PLY MEMBRANE
FLASHING FULLY WELDED
(MANUF. STANDARD WELD).
FASTENERS PER MANUF.
RECOMMENDATION
METAL SCUPPER (PROVIDED BY
ROOF MANUF.)
BALLASTED SINGLE PLY.
MEMBRANE ROOF SYSTEM.
CUT BLOCK AS REQUIRED OR
AS ALT., POUR SOLID. IF
POURED CONCRETE IS USED,
EXTEND LIP OF SCUPPER DOWN
TO BLOCK COURSE.
5'-0"
3/8" = 1'-0"
3/16" METAL SLIDE BOLT
1 1/2"
NOTE:
SUPPORT PLATE, THRU BOLT TO
STAIR SUPPLIER TO BE RESPONSIBLE FOR
GATE (BLOCKING BEHIND AS
DESIGN AND FABRICATION OF STAIRS AND
RAILS
REQ'D.)
TO MEET ALL APPLICABLE AND LOCALLY
ENFORCED CODES REGARDING DESIGN, LOADING
1/2" STEEL SLIDE BOLT WITH
DETAILS AND FABRICATION.
STOP PIN
SECTION AT
HANDRAIL
1'-0"
1/4" LOCK HASP PLATE (1 1/2"
OPEN GRATE LANDING AND TREADS, WITH
1"3j"
LONG) WITH 1/2" HOLE, WELD
CLOSED CHECKER PLATE RISERS.
TO SUPPORT PLATE.
1 1/2" GUARDRAIL 0 3'-6" HIGH
5/8" I.D. SLIDE BOLT SUPPORT
1 1/2" VERTICAL POST, 6'-0"
WELDED TO SUPPORT PLATE.
APART MAX. 1
Q
SLIDE BOLT DETAIL
1" VERTICAL SUPPORTS, 4
O
7/8" APART MAX.
1
---1/2" STEEL CANE BOLT WITH
1 1/2"" HANDRAIL ®
r
STOP PIN AND REST PIN.
2'-10" HIGH
_3/16" METAL SLIDE BOLT
SUPPORT PLATE, WELD TO GATE
FRAME (LOCATE ON REAR FACE
r<
�OF GATE)
cI
5/8" I.D. CANE BOLT SUPPORT
"'
o
Lj
WELDED TO SUPPORT PLATE.
�1/4" PIN REST PLATE, WELD TO
I
`�
ill'1"
NOSING
SUPPORT PLATE.
MIN
I.D. STEEL PIPE WITH
1 °_ 1 1 "
STEEL SUPPORT POSTS,
DRAINAGE GRAVEL BELOW
FABRICATOR TO DETERMINE SIZE.
CONC. PIER
I I
12" STEEL CHANNEL STRINGERS AT EACH
SIDE.
CANE BOLT DETAIL
FOOTING, SEE
CLIP ANGLE WELDED TO STRINGER AND
STRUCTURAL I
BOLTED TO CONC. PIER
SECTION AT METAL STAIR
D. STEEL PIPE FILLED WITH
RETE EMBEDDED 60",
D TOP TO DRAIN.
)UARE TUBE DOOR FRAMING
1" TUBE CROSS BRACING,
TO HINGE
6" I.D. STEEL COLLAR
WITH ARM TO GATE.
iE (ZERK) FITTING ON REAR
>. STEEL COLLAR WELDED
PE COLUMN.
LOUGH CUT CEDAR DECKING
1x4 TRIM, STAIN
BOLT, SEE 10/A6.1
BOLT, SEE 10/A6.1
FLASHING @ ROOF HA
1-1/2' = P-0^
HATCH W/ 2'-6"x4'-6"
NG & INSUL CURB W/
RAL CAP FLASHING
ING MEMBRANE
MEMBRANE
OPENING FRAME ANGLE
;TRUC FOR SIZE
x 1/4 xO'-4" CLIP L'S
1 /2"x 3/4 " BOLT SLOT.
TO SHIP'S LADDER BOLT
TO FRAMING W/ 5/8
OLT ® TOP OF SLOT
LADDER, SEE 13/A6.1
METAL FLASHING OVER
20 MIL PLASTIC
BASE FLASHING
PREFABRICATED ROOF CURB BY
EQUIPMENT SUPPLIER
MEMBRANE ROOFING SYSTEM.
INSTALL AS PER MANUF.
� 0 SPECIFICATIONS.
O 00
BLOCKING AS REQUIRED
ROOF STRUCTURE — SEE
STRUCTURAL.
STL. ANGLE AT PERIMETER OF
OPENING FIELD WELD TO JOISTS.
SEE STRUCTURAL
MECHANICAL ROOF TOP CURB DETAIL
XV-0.
N
TYP. METAL STUD WALL TO ROOF DECK
1-1/2' = 1'-0"
PIER CAP
1 1/2" = P-0'
MEMBRANE ROOFING &
INSULATION SYSTEM
METAL ROOF DECK
FILL SPACE BETWEEN DECK AND
STUD TRACKS WITH INSULATION
16 GA. DEEP LEG RUNNER
FASTEN TO ROOF DECK AT 24"
O.C. MAX. ALLOW FOR 1-1/2"
ROOF DEFLECTION.
20 GA. 3 1/2 CHANNEL
RUNNER DO NOT FASTEN TO 16
GA. RUNNER ALLOW FREE
VERTICAL MOVEMENT OF ROOF.
12" DECORATIVE INTEGRAL
COLOR CMU ACCENT BAND
r�
LJ
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
r�
LJ
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX- 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN,MN
1�
J
OFFICE
BUILDING AND
MANUFACTURING
I HEREBY CERTIFY THAT THIS PLAN WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF
THE STATE OF MINNESOTA
SIGNATURE -
NAME• DAVE CLARK
REGISTRATION 14,883
PRINT HISTORY DATE
SEALANT, TYP. PERMIT 07-12-2007
REVISION 01 08-15-2007
PREFINISHED METAL FLASHING
SET IN CONT. SEALANT.
4" DECORATIVE INTEGRAL COLOR
SILL BLOCK 8" HIGH.
4" DECORATIVE INTEGRAL COLOR DETAILS
CMU PIER/ VENEER.
12" SMOOTH CMU WALL.
SCALE, AS NOTED
PROJECT 2007.41
DRAWN RAS A6.1
CHECKED PDA
0
CS
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fX 3r f.6
STATE LAW: 48 HOUIRS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION
,A OF UNDERGROUND UNUTY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE UNES.)
97P.0
THE LOCATIONS OF UNDiRGROUND UTILITIES ARE SHOWN IN AM APPROXIMATE WAY ONLY AND HAVE NOT BEEN
6r 2 N D \ S.TR E E\ ��'x j 70 INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK.
\ 5
SCALE: 1 " = 30'
KEYED NOTES:
LEGEND: (PROPOSED SYSTEM)
®
CATCHBASIN
MANHOLE
FLARED END SECTION
35.2
SPOT ELEVATION
735
CONTOUR ELEVATION
- EE----E E-
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
E-F-
--
SILT FENCE
�2
KEYED NOTE
KEYED NOTES ARE DENOTED BY 0 ON PLANS
El SILT FENCE.
�2 ROCK CONSTRUCTION ENTRANCE.
1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A
SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND
GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO
BIDDING.
2. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY SCHOELL AND MADSON.
3. SEE GEOTECHNICAL REPORT FOR SUBSURFACE INVESTIGATION INFORMATION AND LOCATIONS OF
SOIL BORINGS NOT SHOWN ON THE DRAWINGS.
4. COORDINATE ANY SHUTDOWN OF UTIUTY SERVICES WITH THE PROPERTY OWNER, ARCHITECT, AND
PRIVATE UTIUTY OWNER.
5, REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION.
6. THE CONTRACTOR IS RESPONSIBLE F. OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING
WORK.
7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE DEMOLITION
PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK
PROGRESSES.
B. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT.
9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE.
10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION
SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB).
11. PROVIDE POSITIVE DRAINAGE AWAY FIOM BUILDINGS AT ALL TIMES.
12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED.
TROL NOTES:
1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO
BEGINNING LAND DISTURBING ACTIVITIES.
2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT
DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS
NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE
CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24
HOURS.
3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT
WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT
REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION.
4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS.
REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION.
5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH
GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN,
WIND AND RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDIATELY.
6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A
DOWNSLOPE DRAINAGE LENGTH OF NO LZSS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY
OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABIUZE THE STOCKPILES BY
MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY
PLACING SILT FENCE BARRIERS AROUND THE PILES.
7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH
THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: "PROTECTING WATER QUALITY
IN URBAN AREAS," PUBUSHED BY THE MINNESOTA POLLUTION CONTROL AGENCY.
B. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE
PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS
OCCUPIED BY TEMPORARY DEVICES.
9. INSTALL SILTSACK EROSION CONTROL AT ALL NEW CATCHBASINS.
10. EROSION CONTROL PLAN, AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS
TO BE KEPT IN THE ON -SITE JOB TRAILER.
11. ADDITIONAL ROCK TO BE BROUGHT IN SHOULD ROCK ENTRANCES BECOME SOIL LADEN.
12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN
APPROVED CITY DEVICE SUCH AS THE R:.`'YAL INFRASAFE COLLECTION DEVICE.
13. SEE LANDSCAPE PLAN FOR REVEGETATION SPECIFICATIONS.
14. SEE GENERAL EROSION CONTROL NOTES #1-8 FOR EROSION CONTROL IMPLEMENTATION SCHEDULE.
MAMAC SYSTEMS
CHANHASSEN, MN
621 Lilac Drive North
Minneapolis, MN 554224609
Fax (6) 5296
-
6 � Fax 763 52i1666
w .cloth-ensxcra
Ma
Mohagen
Hansen
Architectural
Group
1415 E Wayzata Blvd Tel 952.473.1985
Suite 200 Fax 952.473.1340
Wayzata MN 55391 www.mohagenhoneen.com
I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
SIGNATURE:
- TYPED OR PRIMED NAME:
DATE REG. NO.
THE ENGINEER SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESMPnON DATE
CrrY SUBMITTAL 4KV07
PROJECT NUMBER: (CWtKC07003)
DRAWN BY: TUA
CHECKED BY: AJP
DATE: 4/L3/07
COMPUTER DIRECTORY:
C07003/MAMAC
GRADING, DRAINAGE
AND EROSION
- CONTROL PLAN
CITY SUBMITTAL
N
(1) C 1 00
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l
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r 3 1 _ _ ........ ......- ............... - _ �[ ................
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FIELD RIF� D�1511N -- I RI j
m STUB CB
l 1 RIM 73.9 -µ
' IN� OSQ.ei 74.5
` 1 INV 69.98
RIM=975.32 IRNV 71.5 \
NV»975.32-$1---- - - - - - - - - - - -
e
Iri
RIM 78,2 230'-12' RCP
J INV 58.8 (` \ 78'-12'.,RCP O 1.06%
VERIFY I \ \ O 0.28% I r
EXISTING 48" DIP CB rr
I ! `
SERVICE Siva ` RBiA'73.2 _ I \ 80'-tJ 2RCP /
INV 70.2 0 1.57%# INV 68.80 r
,CONNECT. N.W WATER
:SERVICE TOEXISTING r ! i \ Al I CB f
m
LLJ
U
I
FUTURE EXPANSION
M 71,2
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/
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MM
54) f
/
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1
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"100'/-15' R�
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50'-12'
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CB / r 110'-18' RCP ✓ r / ~� ,/ //' /,/ //� •/
RIM 73.5
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f � .... .-........_. �... �. �`...�.'ti..� .�.." '• / -��,Ym 'ter "✓,� ^✓' /
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t /
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IEi`illi`I t1Jr;IfJf 1/ FEg \ \�.`\\�\\�\�\/, �f,ff{,','{.�
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POND
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•: Y �Ai\ \ ""•�..y `, +.,,, .,.,.,. .,,.,,, '•+.,^M1"� `^` ......."._..._ .,.._�................. f ~yY ,/.n/,f j j /! .,'...+'�`'/,'// r. M'....•OF sR-E
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i
SCALE: 1 " = 30'
30 15 0 30 50
LEGEND: (PROPOSED SYSTEM)
®
CATCHBASIN
G
MANHOLE
►
FLARED END SECTION
�E---EE-
STORM SEWER
-��
SANITARY SEWER
-i---H-
WATER SERVICE
1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A
SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND
GEOTECHNICAL REPORT, AND ADDTIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO
BIDDING.
2. ALL EXISTING CONDITIONS TAKEN FROM SURVEY BY SCHOELL AND MADSON INC.
3. REFERENCE MECHANICAL AND [L�_bTRICAL PLANS FOR COORDINATION OR CONNECTION TO
BUILDING SERVICES.
4. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR
CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK
WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS
NECESSARY.
5. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER.
6. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO
PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND
TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA
(CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS.
7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES,
REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY
JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY.
8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER
APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE
INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY
REQUIREMENTS.
9. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED.
10. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT
OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY.
11. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID
LID CASTING.
STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION
OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.)
THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK.
MAMAC SYSTEMS
CHANHASSEN, MN
621 Lilac Drive Nortb
5' Mimeapolia, MN 554224609
(763)545-9196
y`p Fax (763) 525-1666
...Y'•;:.<„«<::.,.s,<,.,vo. ;.i..,..�.o..;e<::.., www.clerk-cag.com
OIOA!lIICIO C011PORATM
Mohagen
Hansen
Architectural
Group
1415 E Wayzata Blvd Tel 952.473.1985
Suite 200 Fax 952.473.1340
Wayzata MN 55391 ormmohagenharmn.com
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
SIGNATURE:
TYPED OR PRINTED NAME:
DATE REG. NO.
THE ENGINEER SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DDESCFIpP�T�IONN �/��D/A•TE
CITY JV1B&417TAL 7I WV/
PROJECT NUMBER: (CLARKCA700.3)
DRAWN BY: TL I
CHECKED BY: MP
DATE: 4/13/07
COMPUTER DIRECTORY:
C07003/MAMAC
UTILITY PLAN
CITY SUBMITTAL
N
(1) C 2 4, O
MULCHED
PLANTING AREA -
'.1
Kr MUVL Ir(LL
AS REQUIRED
-.-.-.- -of-.-.-.-.-.-.-.-._.-.-.-.-.-._.-.-.-.-.-...-
f _CDPROPERTY LINE cnn
MULCHED
o PLANTING AREA
18'-0" 26'-0" 18'-0" 0 20'-0" 60'-0" 23'-0" L 18'-0" L 46'-0'
o � I
i
0 0
7 s7
s 210'-0" O
ss
REMOVE TREE SOD
AS REQUIRED
I SOD
EXIST. TREE POTENTIAL 16,800
TO BE REMOVED I FUTURE EXPANSION
CD MULCHED
PLANTING AREA
18'-0" 26'-0" 18'-0' I
EXIST. TREE
TO BE REMOVED I z
SS
z e F -
- MULCHED
PLANTING AREA
7 PLANTING AREA NEW 35,000 SF BUILDING
o EL. 975.5'
00
EXIST. TREE
2 TO BE REMOVED
_
EXIST. TREE
- TO BE REMOVED PO
8'-0" 26'-0" 18'-0" 163'-4'
SGJ
PLANTINGLAREA & 66 6
i
9 � MULCHED
PLANTING AREA
TOTAL PARKING STALLS: 86 N
SOD 7 0
M
{9'45'54"W
SITE/ LANDSCAPE PLAN
1" = 30'-0"
2 SITE MAP
A1A NTS
TRASH
ENCLOSURE
MULCHED
O PLANTING AREA
SOD 7
Z
O
c a
to , �N791'19»w
' 192.30
' 1 ,
EDGE OF TREELINE
M
SOD
SOD 7
LANDSCAPE GENERAL NOTES
1. LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY
FAMILIAR WITH SITE CONDITIONS,
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES,
CONDUITS, WIRES, ETC. ON THE PROPERTY.
3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN
COMPLETED IN IMMEDIATE AREA.
4, TOPSOIL FOR ALL LAWN AREAS TO BE FURNISHED AND INSTALLED BY GC. THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING PRIOR TO SEEDING OR SODDING
OPERATIONS,
5. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, AND APPROVED BY LANDSCAPE ARCHITECT AND
OWNER PRIOR TO INSTALLATION, PLANTS SHALL HAVE NORMAL, WELL -DEVELOPED BRANCH
SYSTEMS, A VIGOROUS FIBROUS ROOT SYSTEM; THEY SHALL BE SOUND, HEALTHY, VIGOROUS
PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUNSCALD INJURIES, ABRASIONS OF THE
BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. ALL
PLANTS SHALL BE NURSERY GROWN.
6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER.
7. THE LANDSCAPE CONTRACTOR SHALL REPLACE AT NO CHARGE, ANY TREE,SHRUB, EVERGREEN,
OR GROUNDCOVER WHICH FAILS TO LIVE THROUGH THE FIRST CALENDAR YEAR FROM THE TIME
OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND THE OWNER. ALL PLANTS SHALL BE
ALIVE AND IN NORMAL SATISFACTORY GROWING CONDITIONS AT THE END OF THE GUARANTEE
PERIOD.
B. THREE INCH DEEP SHREDDED HARDWOOD BARK MULCH WILL BE INSTALLED UNDER ALL TREES
AND SHRUBS THAT ARE ISOLATED FROM GROUND COVER AREAS AND GENERAL SHRUB MASSES.
9. WRAPPING MATERIAL SHALL BE FIRST QUALITY, HEAVY, WATERPROOF CREPE PAPER
MANUFACTURED FOR THIS PURPOSE. TREES SHALL BE WRAPPED PRIOR TO 12/1 AND
REMOVED AFTER 5/1.
10. TREE GUYING IN ALL AREAS SHALL BE OPTIONAL. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING TREES IN A STRAIGHT UPRIGHT CONDITION FOR A PERIOD OF
TWELVE MONTHS FOLLOWING INSTALLATION.
11. ALL SHRUB BEDS TO BE MULCHED WITH 1.5" WASHED RIVER ROCK PLACED TO A THREE INCH
DEPTH OVER WEED CONTROL FABRIC.
12. ALL MAINTENANCE EDGER SHALL BE COBRA VINYL EDGING.
13, ALL SOD SUPPLIED SHALL BE OF THE HIGHEST QUALITY CULTURED SOD AVAILABLE.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FIRST WATERING OF ALL
FRESHLY SODDED LAWN AREAS. AFTER THE FIRST WATERING THE OWNER TAKES FULL
RESPONSIBILITY FOR SOD.
14.ALL SODDED AND PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND
IRRIGATION SYSTEM, IRRIGATION CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A DESIGN FOR
IMPROVEMENTS TO IRRIGATION SYSTEM.
TREE PLANTING NOTES
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2. PROCEED WITH CORRECTIVE PRUNING AS NECESSARY.
3. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT
THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY.
4. PLANT SHALL BE PLACED IN PLANTING HOLE WHT BURLAP AND WIRE BASKET, IF USED, INTACT.
5. PLUMB AND BACKFILL WITH BACKFILL SOIL SPECIFIED
6. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS, THEN CONSTRUCT 3" DEPTH WATERING
BASIN.
7. WATER THOROUGHLY WITHIN 2 HOURS,
8, PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS
EXCESSIVE,
9. BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT
COLLAR. USE OF NONBIODEGRADABLE TWINE SHALL NOT BE PERMITTED.
EDGE OF TREELINE
TABULATION BOX
PARCEL AREA 215,986 SF
NUMBER OF EMPLOYEES
65
4.96 ACRES
(AT PEAK SHIFT)
BUILDING AREA 35,000 SF 1; :
PARKING REQUIRED
7,000 OFFICE/200=35+50
ADDITION AREA 16,800 SF
MANUFACTURING EMPLOYEES=85
% OF BUILDING COVERAGE 24%
PARKING PROVIDED
86 INCL. 4 ACCESSIBLE
PARKING AREA 60,778 SF
SIDEWALK/OTHER IMPERVIOUS AREA 1,676 SF
BUILDING HEIGHT
18'-0"
% OF PARKING AREA 28%
NUMBER OF STORIES
1
% OF TOTAL IMPERVIOUS AREA 53%
OFFICE AREA
7,000 SF
(INCL BUILDING W/ ADDITION)
MANUFACTURING AREA
28,000 SF
POTENTIAL FUTURE
16,800 SF
% GREENSPACE 47%
MANUFACTURING AREA
EXISTING CANOPY COVERAGE AREA AS CALCULATED IN THE
PRELIMINARY PLAT IS NOT AFFECTED. ISOLATED TREES
REMOVED FOR THIS PROJECT WERE NOT INCLUDED IN
THE CANOPY COVERAGE AREA CALCULATIONS INCLUDED IN THE PLAT
EXISTING CANOPY TO 46,313 SF
REMAIN AREA
% OF SITE CANOPY TO REMAIN 21%
PLANTING PLAN SCHEDULE
SYMBOL
KEY
CITY
SRE
ROOT
COMMON NAME
SCIENTIFIC NAME
COMMENTS
SS
13
2.5"-Cal.
CONT.
SPRING SNOW CRABAPPLE
MALUS X HYBRIDS
STRAIGHT LEADER
LIN
8
3"-Cal
B&B
AMERICAN LINDEN
TILIA AMERICANA
STRAIGHT LEADER
(
SGJ
24
24"
CONT
SEA GREEN JUNIPER
JUNIPERUS CHINENSIS
SINGLE STRAIGHT LEADER
O
MP
36
24"
CONT
MCKAYS WHITE POTENTILLA
POTENTILLA FRUTICOSA
PLANT 4'-0" O.C.
N
HO
136
8"
CONT
VARIGATED HOSTA
ALSO MARGINATA
SITE NOTES
1. CONSTRUCTION LIMITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING
EXCEPTIONS:
A) ALL DAMAGE DONE TO PRIVATE PROPERTY OUTSIDE THE CONSTRUCTION LIMITS SHALL BE
REPAIRED TO THE CONDITIONS BEFORE DAMAGE WAS DONE.
B) ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS, CURBS, GUTTERS OR
UTILITIES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS.
C) ACCESS TO UTILITY LINES OUTSIDE THE CONSTRUCTION LIMITS ARE TO BE DETERMINED BY
THE APPROPRIATE SUBCONTRACTOR. NOTES 1-A AND 1-8 SHALL BE CONSIDERED WHEN
MAKING THE SELECTION OF UTILITY CONNECTION LOCATION, IF DIFFERENT FROM THAT
SHOWN ON THE PLANS OR IF NO LOCATION IS SHOWN ON PLANS.
2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION OF AND COORDINATION OF
SHUT -OFFS, CUT-OFFS OR RECONNECTION OF UTILITIES WHERE REQUIRED FOR DEMOLITION OF
EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE
THE WORK.
3. SIDEWALKS ON THE PROPERTY, UNLESS OTHERWISE NOTED, ARE 4 INCH THICK CONCRETE ON
4 INCH GRAVEL BASE WITH 6X6-W1,4XW1.4 WWF. LOCATE 1/2 INCH EXPANSION JOINTS AT
ALL INTERSECTIONS AND AS REQUIRED TO MAINTAIN LENGTHS NO GREATER THAN 50 FEET
WITHOUT EXPANSION JOINTS. GENERALLY, PROVIDE A SQUARE PATTERN OF TOOLED OR SAWN
CONTROL JOINTS IN ALL SIDEWALKS. SEE GENERAL CONCRETE NOTES FOR FURTHER
INFORMATION ON CONTROL JOINTS.
4. REMOVE ALL BIODEGRADABLE MATERIAL FROM THE SITE AND DISPOSE OF SUCH MATERIAL IN A
MANNER WHICH MEETS ALL GOVERNMENTAL REGULATIONS.
5. CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A MINIMUM OF 2 FEET OF
COVER, IF FINAL GRADES, ELEVATIONS AND LOCAL REGULATIONS PERMIT.
6. SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER, IF REQUIRED. IN GENERAL, THE
PLAN SHALL DIRECT SURFACE WATER AWAY FROM ADJOINING PROPERTY TO THE STORM
DRAINAGE SYSTEM.
DO NOT DAMAGE OR CUT LEADER
FASTEN TRUNK TO STAKES WITH TREE RING, OR 3.6mm (9 GA.)
GALVANIZED WIRE IN 13mmO PLASTIC HOSE
1
2 T-RAIL IRON STAKES, 38x38x5mm 2500mm LONG, LOCATE
STAKES 200mm AWAY FROM TREE TRUNK, WITH ONE ON SIDE
OF PREVAILING WINDS
a
CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO
0 FINISHED GRADE AS IT DID TO PREVIOUS GRADE
MULCH
CREATE SAUCER AROUND TREE
100 FINISHED GRADE
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
B & B ROOT BALL
COMPACTED TOPSOIL MIX AS SPECIFIED BELOW
EXISTING SUB -GRADE
SCARIFY PIT BOTTOM (MINIMUM 150mm)
SPECIFICATIONS:
1, DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE.
2. WATER THOROUGHLY AFTER INSTALLATION.
3. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION.
4. PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL.
5. TOPSOIL MIX, SEE SPEC.
CONIFEROUS TREE DETAIL
N.T.S.
13mmO BLACK PLASTIC HOSE
4 0 3mm (NO.11 GA.) GALV, WIRE, COIL
ENLARGED DETAIL EACH END TIGHTLY
TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE USE
APPROVED TREE DRESSING ON ALL ROOT AND BRANCH CUTS
?� OVER 13mmO.
WRAP TRUNKS GREATER THAN 60mm CALIPER WITH BURLAP
2 T-BARS 40x4Ox5x240Omm LONG
MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING
GRADE, TO ALLOW FOR SETTLEMENT
MULCH
CREATE SAUCER AROUND TREE
FINISHED GRADE
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
B & B ROOT BALL
COMPACTED TOPSOIL MIX AS SPECIFIED BELOW
SPECIFICATIONS: EXISTING SUB -GRADE
1. TOPSOIL MIX, SEE SPEC. SCARIFY PIT BOTTOM (MINIMUM 150mm)
2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE.
3. WATER THOROUGHLY AFTER INSTALLATION.
4. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION.
5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL.
6. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER
CLOSING.
rT� DECIDUOUS TREE DETAIL
N.T.S.
CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR
WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT
MULCH
CREATE SAUCER AROUND SHRUB
:D GRADE
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ORGANIC CONTAINER TO
FACILITATE ROOT PENETRATION. REMOVE BOTTOM
COMPLETELY
BALLED & BURLAPPED, OR CONTAINER SCARIFY PIT BOTTOM (MINIMUM 150mm)
NOTES:
1. TOPSOIL MIX, SEE SPEC,
2. WATER THOROUGHLY AFTER INSTALLATION,
3, EXCAVATE ENTIRE SHRUB BED AS SHOWN ON PROJECT DRAWINGS
"4N\ POTTED SHRUB DETAIL
N.T.S.
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural
Group
1000 Twelve Oaks Center Dr. Tel 952,426.7400
Suite 200 Fax 952.426.7440
Wegato MN 55391 www.wdxWhonsen.com
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
k\Jobs\mamac
ARCHITECTURAL
SITE PLAN &
LANDSCAPE
PLAN
LN
Y SUBMITTAL
A1.0
FLOOR PLAN
AZOJ 3/32" = l'—O"
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural Mo Group
10DO Trent Oda Center Dr. Tel 952.426.7400
Sere 200 Fax 95L425.7440
Wyz(h MN 55MI rrrxdmgmbmm.mn
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
IdjobsUmm
FLOOR PLAN
CITY SUBMITTAL
N
(1) A2e0
T.O. PARA
118 -0
FIN. FLR.
100 -0
r SOUTH ELEVATION
/iio 3/16" = 1'-0"
EAST ELEVATION
3/16" = 1'-0"
DOCK SEALS W/ ROCKFACE CMU
�� NORTH ELEVATION _ _ WALLS AND WOODEN
GATES
/ IO) 3/16" = 1'-0"
4 WEST ELEVATION
A3.0 3/16" = 1'-0"
INTERNALLY LIT
010 2-SIDED SIGN
CID
co
00
co
I
N
10'-0"
/51 MONUMENT SIGN
ern / 1/4„ = 1'-0„
"" TOPING
LL BLOCK
SCE CMU
A. COPING
IU SILL BLOCK
.K FACE CMU
2�
e,,. At
33
2-(' 6 t :,
']GSA(
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural
Group
1000 Twelve Oaks Center Dr. Tel 952.426.7400
Suite 200 Fax 952.426.7440
Wayzata MN 55391 www.mohagenhansen.com
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
k\Jo 17 mac
EXTERIOR
ELEVATION
CITY SUBMITTAL
N
(1) A3.0
Y
Thomas J. Campbell
Roger N. Knutson
Thomas M. Scott
Elliott R. Knctsch
Joel J.Janrnik
Andrea McDowell Pochler
Soren M. Mattick
John P. Kclly
Henry A. Schae(liVr, I11
Alina Schwart,
Samuel J. Edmunds
Cynthia R. Kirchoff
Marguerite M. McCarron
1380 Corporate Center Curve
Suite 317 • Eagan, MN 55121
651-451-5000
Fax 651-452-5550
www.ck-law.com
O-7 —1 0
CAMPBELL KNUTSON
Professional Association
Direct Dial: (651) B4-6112
E-mailAddress: snelson@ck-l".com
May 8, 2009
3^l
CITY r1
Ms. Jean Steckling 2009
City of Chanhassen
7700 Market Boulevard
P.O. Box 147 ENGINEEFIt3 a OEP�o
Chanhassen, Minnesota 55317
RE: ARBORETUM BUSINESS PARK Im ADDITION
➢ Miscellaneous Documents Recorded with the Final Plat
by Commercial Partners Title, LLC
Dear Jean:
Enclosed for the City's files please find the following original recorded documents
that were file simultaneously with the finial plat of Arboretum Business Park 7`s
Addition by Commercial Partners Title, LLC on August 21, 2007:
1) Grant of Easement from Chaska Gateway Partners Limited Partnership
recorded as Document No. A470293 (Abstract) and as Document No.
T164169 (Torrens) on.
2) Warranty Deed from Chaska Gateway Partners Limited Partnership
conveying Outlot A of the final plat to the City recorded as Document No.
A470291 (Abstract) and as Document No. T164167 (Torrens).
143) Release of Development Contract from the City recorded as Document No.
A470294 (Abstract) and as Document No. T164170 (Torrens).
`4) Site Plan Permit #07-10 recorded as Document No. A470299 (Abstract) and
as Document No. T164175 (Torrens).
-5) Conditional Use Permit #2007-10 recorded as Document No. A470296
(Abstract) and as Document No. T164172 (Torrens).
SCI1MNW
Ms. Jean Steekling
City of Chanhassen
May 8, 2009
Page 2
I apologize for the delay in getting these back to you -- they were inadvertently put in
our Arboretum Business Park file when we received them back from the title company
rather than coming to me to be returned to the City. I just found them today when I
was filing something else in the Arboretum Business Park file.
Regards,
CAWBELL KNUTSON
Professional Association
B
Su an R. Nelson, Legal ssistant
SRN:ms
Enclosures
cc: Alyson Fauske (letter only)
Document No. OFFICE OF THE
A 4 7 0 2 9 9 COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Fee $ 48.00 Checkld: 159580
Certified Recorded on 08-21-2007 at 03:30 El AM PM
II III Ca W an n, Jr.
Coun R rder
(� CITY OF CHANHASSEN
SITE PLAN PERMIT # 07-10
SPECIAL PROVISIONS
AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the
"project'). The land is legally described as Lot 1, Block 1, Arboretum Business Park 71s Addition.
2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800
square -foot office/warehouse building with a variance to permit only 32 percent building
transparency on the western building elevation and with a 20-foot setback variance for the drive
aisle in the southeast corner of the site for development within the Bluff Creek Corridor on
condition that the Developer enter into this Permit and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07.
Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07.
4. Time of Performance. The Developer shall install all required screening and landscaping
by June 30, 2008. The Developer may, however, request an extension of time from the City. 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.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
vmrru regal aen Ices
COMPAT 28628 B 30951
752177 OTH 52629
SCANNED
$10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer
requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer
shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. 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 certified mail at
the following address:
MAMAC Properties, LLC
Attn: S. Asim Gul
7400 Flying Cloud Drive
Minneapolis, MN 55344-3720
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.
7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot,
on -story office/warehouse building to be constructed in two phases subject to the following
conditions:
a. The Developer shall enter into a site plan agreement with the City and provide the
necessary security to guarantee erosion control, site restoration and landscaping.
b. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
c. The Developer shall extend a sidewalk from the building to the trail on Century
Boulevard and include pedestrian rumps at all curbs. The monument sign shall be
relocated to the north side of the driveway access; and a sidewalk installed on the south
side of the driveway access.
d. The Developer shall incorporate a gathering space in the eastern portion of the site
including benches and/or tables overlooking the natural areas to the east.
2
e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural
Resources Management Plan.
f. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
g. The building is required to have an automatic fire extinguishing system.
h. The building plans must be prepared and signed by design professionals licensed in the
State of Minnesota.
i. Four (4) accessible parking spaces must be provided.
j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control
Agency) and comply with their conditions of approval.
k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
1. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on
the east and south sides. The remaining area shall be seeded with a native seed mix
approved by the City. If necessary, erosion control materials will be required on the
seeded areas.
in. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
n. 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.
o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
q. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type 1 mulch, as well as temporary and
permanent seed mixes. 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:
Tempe of Slime
Time
Steeper than 3:1
7 days
10:1 to 3:1
14 days
Flatter than 10:1
21 days
(Maximum time and area can
remain open when the area
is not actively being worked.)
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.
r. Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
s. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
u. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
v. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
w. The private storm sewer should be realigned so that it will not lie within the footprint for
the future expansion.
x. The site developer for Lot 1 must remove the curb and gutter at the approved access
locations and construct a concrete apron per City Detail Plate 5207.
y. The site developer must replace the catch basin casting at the northern access with a
surmountable casting.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
Cl
CITY OF CHANHASSEN
BY:
Tho ss/A. Furlo g, Mayor
AND: �'i`^
Tiff Gerhardt, City Manager
MAMAC Properties, LLC
B :l M
S. Asim Gul
Its President
STATE OF MINNESOTA )
(SS
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this %% day of-J'60 /x/ , 2007, by
Thomas A. Furlong, 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 authori granted
by its City Council.
IOHN A. WILSON
COMM. #31017305
STATE OF MINNESOTA Notary Public
) State of Minnesota
(Ss. w' M Commission Expires 1131120121
COUNTY OF l-ter`rneei - )
The foregoing instrument was acknowledged before me this Iq day of
20 f on behalf of MAMAC Properties, LLC by S. Asim Gul, an officer of the co�a
NO Y IC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-II00
IOHN A. WILSON
COMM. #31017305
_ Notary Public
State of Minnesota
M Commission Expires 1/31I2012
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITION
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct 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, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. 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 site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion 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 control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion 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 Developers and City s rights or obligations hereunder. No development
will be allowed and no building permits will be issued unless there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. 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.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall
be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
L
Responsibility for Costs.
A. 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 site
plan 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.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. 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.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
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. Recordin¢. This Permit shall run with the land and may be recorded against the title to the
property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express 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.
I Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. 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 site plan 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.
L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. 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 too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. 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.
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this, V_ day of sT , 200?
STATE OF MINNESOTA
COUNTY OF )
The foregoing instrun
20 0� by /%s...kr�
behalf of the bank.
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
(ss.
was acknowledged before me this day of
the Sr. Vice President of Bremer Bank. N.A., on
� L AIAW
NOTARY PUBLIC
SELENE M. HALL
' +� NOTARY RELIC-WNWSOfA
a. <,
My C wasion Expies Jan. 31.2010
c
z
Commercial Partners Title, LLC
200 South Sixth Street
Suite 1300
I�mneapolis MN 55402
as c�zk �) ► 61ebi'J
Document No. OFFICE OF THE
T 164175 REGISTRAR OF TITLES
IIIIiII I II IIIIII III CARVER C#33381
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8 Fee COUNTY,M$48 EST
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Certified Recorded on 08-21-2007 at 03:30 ❑ AMTrPM
2007.08.21 zfid
11111111 IIIIIIilllllllillllllll 111111 Registrar of Hanson,
lesr.
Document No. OFFICE OF THE
A 4 7 0 2 9 9 COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Fee:$ 48.00 Check#:159580
Certified Recorded on 08-21-2007 at 03:30 ❑ AM PM
470299
1111111111111111111111
O CITY OF CHANHASSEN
SITE PLAN PERMIT # 07-10
SPECIAL PROVISIONS
Ca W an n, Jr.
Coun R der
AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the
"project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7 h Addition.
2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800
square -foot office/warehouse building with a variance to permit only 32 percent building
transparency on the western building elevation and with a 20-foot setback variance for the drive
aisle in the southeast comer of the site for development within the Bluff Creek Corridor on
condition that the Developer enter into this Permit and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07.
Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07.
Plan D—Utility Plans prepared by Clark Engineering Corporation dated 04/13/07.
4. Time of Performance. The Developer shall install all required screening and landscaping
by June 30, 2008. The Developer may, however, request an extension of time from the City. 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.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
.v1Clru LCwdg aerv1CC5
COb4PAT :8628 B 30951
752177 OTH 52629
$10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer
requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer
shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the
installation of said landscaping.
PROCEDURESFOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. 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 certified mail at
the following address:
MAMAC Properties, LLC
Attn: S. Asim Gul
7400 Flying Cloud Drive
Minneapolis, MN 55344-3720
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.
7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot,
on -story office/warehouse building to be constructed in two phases subject to the following
conditions:
a. The Developer shall enter into a site plan agreement with the City and provide the
necessary security to guarantee erosion control, site restoration and landscaping.
b. The future building expansion shall continue the same architectural detailing and window
treatment as the initial 35,000 square -foot building.
c. The Developer shall extend a sidewalk from the building to the trail on Century
Boulevard and include pedestrian ramps at all curbs. The monument sign shall be
relocated to the north side of the driveway access; and a sidewalk installed on the south
side of the driveway access.
d. The Developer shall incorporate a gathering space in the eastern portion of the site
including benches and/or tables overlooking the natural areas to the east.
e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek
Corridor with species consistent with the City's Bluff Creek Watershed Natural
Resources Management Plan.
f. The parking lot drive aisles on the eastern and southeastern side of the building shall be
reduced to 26 feet.
g. The building is required to have an automatic fire extinguishing system.
It. The building plans must be prepared and signed by design professionals licensed in the
State of Minnesota.
i. Four (4) accessible parking spaces must be provided.
j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies
(e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control
Agency) and comply with their conditions of approval.
k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance
requirements.
The applicant shall extend the sod line only 15 feet from the edge of the parking lot on
the east and south sides. The remaining area shall be seeded with a native seed mix
approved by the City. If necessary, erosion control materials will be required on the
seeded areas.
m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed.
n. 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.
o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either
be removed from site or chipped.
p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall
be developed by the engineer for the site. The SWPPP shall be in place prior to applying
for the NPDES permit. Additional information regarding SWPPP requirements can be
obtained through the MPCA Storm Water Web Site. The SWPPP shall include all
details, sequencing of the project and seeding and mulching specifications.
q. Temporary and permanent erosion control plans and details shall be included in the plans.
Temporary erosion control may consist of type I mulch, as well as temporary and
permanent seed mixes. 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 and area can
remain open when the area
is not actively being worked.)
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.
Inlet controls are needed for all inlets throughout the project and shall be installed within
24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with
12" of/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet
controls shall be installed within 24 hours. Inlet protection shall be maintained on a
regular basis. The plans and SWPPP shall be revised to include standard details for all
inlet protection devices.
s. Manholes with two -foot sumps shall be installed as the last road -accessible structures
prior to discharge into the stormwater pond.
t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and
stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining
areas. All areas of silt fence shown on the plan that are not parallel to the proposed
contours of the property shall to have J-Hooks installed every 50 feet.
u. The existing stormwater pond and areas downstream of the pond shall be protected from
sediment produced by the construction site. For example, if turbid water is found in the
stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet
structure so sediment does not go off -site. Once settling of the sediment occurs, the water
could be slowly released.
v. Street cleaning of soil tracked onto public streets shall include daily street scraping and
street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP.
w. The private storm sewer should be realigned so that it will not lie within the footprint for
the future expansion.
x. The site developer for Lot 1 must remove the curb and gutter at the approved access
locations and construct a concrete apron per City Detail Plate 5207.
y. The site developer must replace the catch basin casting at the northern access with a
surmountable casting.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
4
CITY OF CHANHASASEN
BY:
ThonWs A. Furlo g
AND:
T d Gerhardt, City
MAMAC Properties, LLC
B�l VIA
S. Asim Gul
Its President t
STATE OF MINNESOTA )
(Ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this /l day of % u�`� , 2007, by
Thomas A. Furlong, 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 authori granted
by its City Council.
10HN A. WILSON
COMM. #31017305
STATE OF MINNESOTA Notary Public
State of Minnesota
(ssMy Commission Expires 113112012
COUNTY OF Vxe,%^4 f'%r, )
The foregoing instrument was acknowledged before me this % q day of �u f
2003on behalf of MAMAC Properties, LLC by S. Asim Gul, officer of the
NO Y IC
DRAFCED BY:
City of Chanhassen
7700 Market Boulevard
ONP.O.
Box 147.��.,.
7305Chanhassen,
MN 55317-
mChanhassen,
ic(952)
227-1100
__
sola'.'ins s 1/31/2012
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITION
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct 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, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. 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 site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,.
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion 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 control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion 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 there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. 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.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall
be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
0
Responsibility for Costs.
A. 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 site
plan 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.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt A development work and construction. Bills not paid within thirty (30) days
shall acme interest at the rate of 8% per year.
8. 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.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
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. RecordineThis Permit shall run with the land and may be recorded against the title to the
property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every
7
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.
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. 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 site plan 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.
L. Compliance with Laws. Ordinances. and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall fiunish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
wan -antics as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. 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
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
Bremer Bask N.A.
which holds a mortgage on the subject property, the development of which is governed by the
foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and
effect even if it forecloses on its mortgage.
Dated this , day of 2W.
STATE OF MINNESOTA )
COUNTY OF )
The foregoing instrun
20Q1 by IV'7A k Hai
behalf of the bank.
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1100
was acknowledged before me this JStday of
the Sr. Vice President of Bremer Bank, N.A.,.on
NOTARY PUBLIC
SELENE M,HALL
-,v NOTARYPUBLIC-MINNESOTA
My Commission Exo.res:an 31, 2010
Document No.
OFFICE OF THE
T 164172
REGISTRAR OF TITLES
CARVER MIEN
IIIIIIIIIIIIIIIIIII
kk# 2643TY $TAB
$ES
Centhe
Certified Recorded on
2
08-21-200� 303:30 ❑ AM
PM
VIIIBIIIIIIIIIIIisll
III III Registrar of Titles
Document No. OFFICE OF THE
A 4 7 0 2 9 6 COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Fee $ 48.00 Check# 159580
Certified Recorded on 08-21-2007 at 03:30 ❑ AM�M
470296
1111111111111111111
l
CITY OF CEMRASSEN
CARVER AND HENNEPIN COUNTIES, NHNNESOTA
CONDITIONAL USE PERNUT #2007-10
Carl W nso , Jr_
Coun Rec der
1. Permit Subject to the terms and conditions set forth herein, the City of Chanhassen
hereby grants a conditional use permit for the following uses:
For development within the Bluff Creek Corridor, in conformance with the grading plan for
Lot 1, Block 1, Arboretum Business Park 7`s Addition, prepared by Clark Engineering Corporation
dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7's Addition,
prepared by Schoell & Madson, Inc., dated April 16, 2007; and
Development of each lot must proceed through a separate site plan review process.
2. Property. The permit is for property situated in the City of Chanhassen, Carver
County, Minnesota, and legally described as Lots 1 and 2, Block 2, Arboretum Business Park 7`s
Addition.
3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07-
10, with the following conditions:
a. All structures shall be set back at least 40 feet from the primary zone. The fast 20 feet of
the setback from the primary zone cannot be disturbed. The plans shall be revised to
show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required
b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary."
4. Termination of Permit The City may revoke the permit following a public hearing for
violation of the terms of this permit.
Metro Legal Services
CONIPaT 28628 B 30951
752177 OTH 52620
$CANNED
5. Lapse. If within one year of the issuance of this permit the authorized construction has
not been substantially completed or the use commenced, this permit shall lapse, unless an extension
is granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
Dated: May 29, 2007 CITY OF CHAN14SSEN
/�� Q
BY:
(SEAL)
STATE OF bIINNESOTA )
(ss
COUNTY OF CARVER )
Tom Furlong, Mayor Jik
VAND:
ToO6 Gerhardt, City Manager
The foregoing instrument was acknowledged before me this ]4i y ofauY1- , 200q,
by Thomas A. Furlong, 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. I / --\Ar\ ,
DRAFTED BY:
City of Chanhassen
P. O. Box 147
7700 Market Boulevard
Chanhassen, MN 55317
(952)227-1100
NOTARY PUBI _.,
_ a KIM T. MEIWISSEN
.... .
Notary Public -Minnesota
My Commission Expires Jan 31, 2010
�vvrv,Nvvwvwwv
2
1RW Document No. OFFICE OF THE
A 4 7 02 9 6 COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Fee $ 48 00 Checkt 159580
Certified Recorded on 08-21-2007 at 03:30 ❑ AMolp�m
�rozyt
v CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, NIINNESOTA
CONDITIONAL USE PERMIT #2007-10
1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen
hereby grants a conditional use permit for the following uses:
For development within the Bluff Creek Corridor, in conformance with the grading plan for
Lot 1, Block 1, Arboretum Business Park 7"' Addition, prepared by Clark Engineering Corporation
dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7`' Addition,
prepared by Schoell & Madson, Inc., dated April 16, 2007; and
Development of each lot must proceed through a separate site plan review process.
2. Property. The permit is for property situated in the City of Chanhassen, Carver
County, Minnesota, and legally described as Lots 1 and 2, Block 2, Arboretum Business Park 7"'
Addition.
3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07-
10, with the following conditions:
a. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of
the setback from the primary zone cannot be disturbed. The plans shall be revised to
show the primary zone boundary, the 40-foot setback from the primary zone and the 20-
foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot
buffer area adjacent to the primary zone, a variance will be required.
b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet
along the primary zone boundary"
4. Termination of Permit. The City may revoke the permit following a public hearing for
violation of the terms of this permit.
Metro Legal Services
CONIPAT 28628 B 30951
752177 OTH 52620
5. Lapse. If within one year of the issuance of this permit the authorized construction has
not been substantially completed or the use commenced, this permit shall lapse, unless an extension
is granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
Dated: May 29, 2007 CITY OF
(SEAL)
STATE OF MMNESOTA )
(ss
COUNTY OF CARVER )
BY: kw". /-k -W�-
Tom Furlong, Mayor (17
l AND: jk
ToO6 Gerhardt, City Manager
The foregoing instrument was acknowledged before me this 14{�ay ofuVY- , 2007,
by Thomas A. Furlong, 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. I % - _ _
DRAFTED BY:
City of Chanhassen
P. O. Box 147
7700 Market Boulevard
Chanhassen, MN 55317
(952)227-1100
j NOTARY PUB I__,,
. " ' KIM T. MEUWISSEN
....., s
Notary Public -Minnesota
MY Commission Expires Jan 31, 2010
PA
ommercial Partners MOO, LLC
200 South Sixth Street
Suite 1300 1
Minneapolis, MN 55402
aSte2Ss �) "10:I o L
• 0 -PC- 07-10
CARVER
WcmERVATIDN
DISTRICT
219 East Frontage Road
Waconia, MN 55387-1862
TO:
City of Chanhassen
7700 Market Blvd.
P.O. Box 147
Chanhassen, MN 55317
Statement
DATE
5/14/2008
AMOUNT DUE
AMOUNT ENC.
$1,952.50
DATE
TRANSACTION
AMOUNT
BALANCE
05/13/2008
Balance forward
0.00
05/14/2008
INV #1310. Due 06/13/2008. Arb. Business Pk 7th Addn.
t%SS 82.50
82.50
05/14/2008
INV #1311. Due 06/13/2008. Chan W Business Pk (1-5,
tkle0110.00
192.50
B2)
05/14/2008
INV #1312. Due 06/13/2008. Chanhassen High School
7%�b 55.00
247.50
05/14/2008
INV #1314. Due 06/13/2008. Dogwood Trail
g7la 92.50
440.00
05/14/2008
INV #1313. Due 06/13/2008. Crossroads
Its 82.50
522.50
05/14/2008
INV #1315. Due 06/13/2008. Eden Site II
c{�82.50
605.00
05/14/2008
INV #1316. Due 06/13/2008. Fox Hill 115
110.00
715.00
05/14/2008
INV #1317. Due 06/13/2008. Holasck Greenhouse Spoil tt
55.00
770.00
Site
05/14/2008
INV #1318. Due 06/13/2008. Lakeside
1%137.50
907.50
05/14/2008
INV #1319. Due 06/13/2008. Liberty on Bluff Creek
115 55.00
962.50
05/14/2008
INV #1320. Due 06/13/2008. MAMAC-Arb. Business Pk
82.50
1,045.00
05/14/2008
INV #1321. Due 06/13/2008. SW Village Transit r
L(-3c;1 57.50
1,402.50
05/14/2008
INV #1322. Due 06/13/2008. The Arbors
t[56 220.00
1,622.50
05/14/2008
INV #1323. Due 06/13/2008. The Preserve
[t55330.00
1,952.50
jiA
�( 0'5.00
yoo-axo�il-
i ,3� 5
CURRENT
1-30 DAYS
31-60 DAYS
1 61-90 DAYS
OVER 90 DAYS
AMOUNT DUE
PAST DUE
PAST DUE
PAST DUE
PAST DUE
1,952.50
0.00
0.00
0.00
0.00
--$d,932.-50_-_
V
SCANNED
\ A
96,5 9EII
fJ E T AWING WAtt
CONCRETE A IN ❑2 i - - - _ .___. .- - -- - _ - - --- - - -- _.. -- -- - - - -- -- -- - - -
PER CITY DE L)
PLATE 5207.
III i '
G]
REPLACE EXISTING CB
CASTING WITH NEENA c
R-3290-A OR APPROVED
EQUIVALENT. u,l
RIM 9T5 3C
EtiL1s 1. � v AT I
Pc E I
EXISTING SAN MH
INV 958.5+/-
FIELD VERIFY
I
iI dF `
RIM=W4P 5'
TING 8" DIP -�
/ICE ISrUB
I.
CONNECT EW WATER
SERVICE TO EXISTING
SERVICE STUB
EXISTING 8" P
INV 958.8+/-
CONCRETE All
PER CITY DETAIL
PLATE 5207.;
o
( J
m
N
1.7' i1I1
X.
1R
} >
a
RIM
io INV !
aiY ANT' AND' " . , , , . ;.
(X% j ;G E"VALVE pEft " RIM 97,6,7 1Rrr 2' RCP ,' ^EB'D'
CITY`STANDARDS' RIM'974.6 '
INV 972.40 L_D i8-18" RCP ^ <
{ xn 6" DIPl P , INV 971.36 W & 5 �" A.dO% ' M
INV 97LO5 E 6" DIP RIM 975.9
\ / \: �,�. i ✓. i �. '1NV 969.64'
Q, / /' / i J
X,�,x `� / X k,.v C ):l
i73.8 >1140',12-RCP ❑ '/ :C 7. I
1 0% ransf
67'-6" PVC T ,..FUtU I II14.02%^ I�IEI IX
2D I
HYDRANT AND
INV 72.88 GATE VALVE PER I:I Lfi __-__
,
-LeL
d
I
CITY STANDARDS FUTURES 1 170'-18" RCP I
6" pIP COMBINED d !` ' d" PAeiSIrIG %i y , ,.;
1 - ' :r 102'-12" RCP
' NI F - 1NATkR SERVICE 1, �>t 5.,,:
SANITARY 6 , .t, t.. 0 1.20% y` ? %\ ,; /' , 0 0.80%
INV 971.0
Pro
CB C I -- F "✓ ;,
Xi, �` / � n !" 5 RIM 975.6 L---- -- X
' fip •1t JA INV 972.60 <x I
//// N. r fi• r-
/X��'•./\,. �// I I K tt A4 ,P «,3I.i II Y`,,�\/��Yl'✓ i' I
< "t=.3 FUTURE
/ x } EXPANSION it x`x{ r'
/ ^ 'XX r / I F�ITURE X I
✓ i/y ----I cX
< C I P IRKING �XI, /
f x x 'x ' PROPOSED 1 - X _ >,, : I
BUILDING -- - -XZZ gin;,
i XX x,
FFE=979.90 V ----- /
/
✓.Xis I q Ciy /
/ , ✓ 01 ;
X'> ;<%4 /.
CB F
/' MANUFACTURING X
< /C 3C / (} , RIM 977.1 /
X x INV 968.23
Ov,^� � V `v / .
J PLUG 12" STUB f��'^.. Ile.
/X/ti•, " INV 972.54
X.% i n , ✓ K,l /
3 E 111, id : ^ 14
XX K ;
xT
r
� � � ' � " 10T-18" RCP /
ao-
X y OFFICE RIM 978.4 /
r v INV 967.16W&E
X1 _ 31'-12" RCP INV 972.10 N
10 1.00% RD
INV 974.00 /
JJ\�
�/'- - - 184'-18" RCP
} Xi
y'X1 l\��T/y /Xel` , �/ 1Ci (, ® 1.20% /
/ Vx >{{
CB J , - �CB K 1000,
/
RIM 977.4 183'-12" RCP WITH SUMP
INV 974.4 ® 1.00% RIM 977.4 / ,
INV 973.69 N /
INV 972.57 W
" /
5
SCALE: 1 " = 30'
30 15 0 30 60
LEGEND: (PROPOSED SYSTEM)
®
CATCHBASIN
O
MANHOLE
®
FLARED END SECTION
-¢
FIRE HYDRANT
STORM SEWER
� E
SANITARY SEWER
-}--i
WATER SERVICE
- - - - --
SAWCUT
II ®'N€ IIl,iI N & arl
CONCRETE WALK.
LIGHT -DUTY BITUMINOUS PAVEMENT.
' ✓ s 'F HEAVY-DUTY BITUMINOUS PAVEMENT.
':� CONCRETE PAVEMENT
❑2 KEYED NOTE
KEYED NOTES:
r11
\-A
WCL
ASSOCIATES, INC.
ARCHITECTS
INTERIORS
4931 WEST 35TH STREET
SUITE 200
ST. LOUIS PARK, MN 55416
FAX: 952 541-9554
952 541 9969
MAMAC
PROPERTIES
LLC
8189 CENTURY BLVD.
CHANHASSEN, MN
KEYED NOTES ARE DENOTED BY ❑ ON PLANS
1❑ SAWCUT EXISTING BITUMINOUS TRAIL AND REPLACE BITUMINOUS TRAIL TO MATCH
EXISTING.
Q SAWCUT AND REPLACE EXISTING BITUMINOUS AND CLASS 5 TO MATCH EXISTING
STREET SECTION.
❑3 PEDESTRIAN CURB RAMP. SEE DETAIL 4/3.0.
CASTING SCHEDULE
CATCH BASIN/MANHOLE
GRATE TYPE
(NEENAH)
REMARKS
A, D, F, J & K
R-3067
CURB INLET
C
R-2571-E
AREA DRAIN
G
R-2560-EA
BEEHIVE
1, B, E & H
R-1642
SOLID LID
,'- INV 964.95 S & E
N89'45 54 "A 14114 PER CITY DETAIL / NOTE: CASTINGS TO BE NEENAH OR APPROVED EQUIVALENT
PLATE3104. /
•� A- r /
GENERAL UTILITY NOTES:
Bl'-18" RCP 1- -�'' I �,.,
'
/
0 3.64% =1 ;
---"'�'��_-'---'-`-�4
1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A
EDGE of ICE
SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND
/
GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO
BIDDING.
' FES
INV 962.00 x•y
2. ALL EXISTING CONDITIONS TAKEN FROM SURVEY BY SCHOELL AND MADSON INC.
f`,
3. SUBSURFACE GEOTECHNICAL INVESTIGATION BY CHOSEN VALLEY TESTING, INC... PROJECT
#R2007-047, DATED APRIL 3, 2007.
4. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TO
y
r
BUILDING SERVICES.
i
ICF IiAl-E? : L 1,
5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR
CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK
WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS
I /
NECESSARY.
jPOND ` y'
6. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER.
I
/
7. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO
IPROVIDE
A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND
v '
-�.
<
Q.
TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA
4^l
L.J
(CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS.
a)
�.
8. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES,
1
I ANC t'TII " I_rSF%I_°T _
ci
°
REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY
/!-
rI C P'C 1C "I, 'r-P DI OF _
I '�-
JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY.
-1.
9. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER
r'y,
LLJ
APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE
,
-----,.- Ef1
INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY
Lv
REQUIREMENTS.
C'J
10. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED.
It
/..
t
I
C
11. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT
OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY.
/
12. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID
F lb 3e-ca `� EGr_--�� p°; I'JF
LID CASTING.
i
f /
I
13. STORM DRAIN AND CATCH BASINS ARE OFFSET FOR LOOKS FROM ACTUAL LOCATION NEAR
.._.
CURB FOR GRAPHICAL CLARITY. REFER TO DETAILS INCLUDING CATCH BASIN GRADES FOR ACTUAL
7,
LOCATIONS.
STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION
OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.)
THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK.
rI
L�A
OFFICE
BUILDING AND
MANUFACTURING
4111 W Il Rd B , oil
III
HIII I L
6I 'II
ENGINEERING CORPORATION
621 Lilac Drive North
Minneapolis, MN 55422-4609
(763)545-9196
Fax (763)525.1666
www.clark-eng.com
I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGIIIEER UNDER
THE LAWS OF THE STATE OF MINT SOTA
SIGNATURE --
TYPED OR PRINTED NAME: Ryan M. Bluhm
DATE 9-14-07 REG. NO. 41257
PRINT HISTORY DATE
PERMIT SET 7-12-07
CITY RESUBMITTAL 9-14-07
UTILITY AND
PAVING PLAN
PROJECT C07013 /�
DRAWN TLH ' J
CHECKED RMB C L
BLOCK
■ BLACK
ANTIQUE WHITE
JULY 15th 2007
WCL
ASSOCIATES, INC „
Architecture „
Interiors
EIFS
■ SUEDE
■ STORMY NITE
�T-4
MAMAC SYSTEMS
CHANHASSEN, MINNESOTA
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ARBORETUM BUSINESS PARK 7TH ADDITION
KNOW ALL MEN BY THESE PRESENTS: That Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, fee owner, of
the following described property situated in the County of Carver, State of Minnesota, to wit:
That part of Outlot C, ARBORETUM BUSINESS PARK, lying within the Southwest Quarter of the Northeast Quarter, Section 16,
Township 116, Range 23, according to the recorded plat thereof.
Torrens Certificate No. 30951A
/_ril
Chanhassen, MINNESOTA
CITY OF CHANHASSEN
RECEIVED
APR 13 2007
CHANHASSEN PLANNING DEPT
This plat of ARBORETUM BUSINESS PARK 7TH ADDITION was approved and accepted by the City Council of the City of Chanhassen,
Minnesota, at a regular meeting held this day of 20 and is in compliance with the
provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on
this plat, according to Minnesota Statutes, 505.02, Subd. 1.
By Mayor By _ , Clerk
CARVER COUNTY SURVEYOR
That part of Outlot C, ARBORETUM BUSINESS PARK, lying within the Southeast Quarter of the Northwest Quarter, Section 16,
Township 116, Range 23, according to the recorded plat thereof. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of
20—
Has caused the same to be surveyed and platted as ARBORETUM BUSINESS PARK 7TH ADDITION and does hereby donate and dedicate to
the public for public use forever the easements for drainage and utility purposes as shown on the plat.
In witness whereof said Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, has caused these presents to be
signed by its proper officer this day of , 20__ .
SIGNED:
CHASKA GATEWAY PARTNERS LIMITED PARTNERSHIP, a Minnesota Limited Partnership
By STEINER DEVELOPMENT, INC., a Minnesota Corporation, general partner
M
STATE OF MINNESOTA
COUNTY OF
, its
The foregoing instrument was acknowledged before me this day of , 20__, by
. the _ of Steiner Development, INC., a Minnesota
Corporation and the general partner of Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, on behalf of the
limited partnership.
Notary Public, County, Minnesota
My Commission expires . 20
I hereby certify that I have surveyed and platted the property described on this plat as ARBORETUM BUSINESS PARK 7TH ADDITION; that
the plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot;
that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that
the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section
505.02, Subd. 1 or public highways to be designated other than as shown.
Daniel G. Nickols, Land Surveyor
Minnesota License No. 19839
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this day of 20 , by Daniel G.
Nickols, Land Surveyor.
Notary Public, County, Minnesota
My Commission expires , 20
John E. Freemeyer, County Surveyor
CARVER COUNTY AUDITOR
I hereby certify that there are no delinquent taxes for all years prior to for land described on this plat and transfer
entered. Dated this day of 20
go
Mark Lundgren, County Auditor
CARVER COUNTY TREASURER
I hereby certify that the taxes payable for the year
ADDITION have been paid on this day of
UAF
Tom Kerber, County Treasurer
CARVER COUNTY RECORDER
for land described on this plat as ARBORETUM BUSINESS PARK 7TH
20 .
I hereby certify that this plat of ARBORETUM BUSINESS PARK 7TH ADDITION was filed this
20 , at o'clock .M. as Document No.
Carl W. Hanson, Jr., County Recorder
CARVER COUNTY REGISTRAR OF TITLES
I hereby certify that this plat of ARBORETUM BUSINESS PARK 7TH ADDITION was filed this
, 20 , at o'clock __.M. as Document No.
9M
Carl W. Hanson, Jr., Registrar of Titles
day of
day of
SCHOELL MADSON
PLANNING * ENGINEERING * SURVEYING
SCANNED SHEET 1 OF 2 SHEETS
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165.25 /
WEST LINE OF THE SW 1/4 OF THE NE 1/4
EAST LINE OF THE SE 1/4 OF THE NW 1/4
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7TH ADDITION RT DOC. NO.
CR DOC. NO.
Drainage and Utility
Easements are shown thus:
REAR YARD LINE
0 0
INTERIOR YARD LINE
1551
� o 0
FRONT YARD LINE
g Being 10 feet in width and adjoining
o a right—of—way lines and rear yard lines and
249.90 PLAT being 5 feet in width and adjoining interior lot
N00°32'25"E 249.16 measured I / lines, unless otherwise indicated.
I
I
-- DRAINAGE & UTILITY EASEMENT --�
FOR PONDING PER PLAT OF
ARBORETUM BUSINESS PARK
40 1 35
I
OUTLOT A a LIJ
I I
E a LIJ
N /r
ALL OF OUTLOT A IS \ z `� J
/ DRAINAGE AND UTILITY I
EASEMENT \
I\
W ma
POND In 1
to
OD
G U — 7
6p — — N —
++I � w .,
L _z �n /
DRAINAGE & UTILITY EASEMENT -c\ 40 w 35
-- FOR PONDING PER PLAT OF i I
i
ARBORETUM BUSINESS PARK ed
easG� o
204.38 m
9.5� PAS ul
ao.Ao���2'6 3
SAS
/\r-NITI IA Qln
u L_ I V I U I\ I Li \J V L_ L_ V I\ LJ x w l rn
N
WEST QUARTER CORNER OF
SEC, 16, TOWNSHIP 116,
- I RANGE 23
A /-1 r— f\ I 1 A /I n r— \ r- / � � � _T � n I � � 'I 'I (. C � / ` F_-
N U V I / ` t �/ L_ ° I v y I V V
•
..
l�l
_338.21
SOO *14'07"W
J.
z
542.59
• — Denotes a found 1/2 inch iron pipe monument
— Denotes a set 1/2 inch x 14 inch iron monument
with a plastic cap marked R.L.S. No. 19839.
The south line of Outlot C, ARBORETUM BUSINESS
PARK, is assumed to bear South 89'15'58" East
VICINITY MAP
NOT TO SCALE
x
►�s
P
Q
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J rP
STH
5 ARBORETUM BLVD
GOU TER BLV➢ tt
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LAKE
HAZELTINE
SCHOELL MADSON
PLANNING * ENGINEERING * SURVD1NG
e%urrr ^ ^L- 'l cud-e-TP
LEGEND
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N
\e'�� B82N
S89'15'58 E 2977.91 (A D
I M
I
— — — WEST QUARTER CORNER OF
SEC. 16, TWP. 116, RGE. 23
PRELIMINARY PLAT:
,JWNER: ITY OF HANI-IASSENJh.
I II\r-N\/ IyI I I� \ , APPqOXIMATE . OVE LAY LINE BC-1 DTRICT 1 /
APPROXIMATE C/-
2 DISTRICT
\\
pVERLAY LINE
NN
IV89'47 08`W \ 409 W \ \9'Z\ _ ;' 9 —
\
91
3s.2 A&BO AG� & UTIL< Y EASEMENT PER P AT OF �.c\._ \943� — \\ •i — �q,� / — s3s—
AkBORETU,M\ BUSINESSPARK
� \ \ iy■ \•
NNN/ 94 \\
946 4 \ \
\ i \ —947 \
\\\\\\ \ _--sue\\\\
\ \\\\ \\\\ \ \ \ �C' \ ma`s\ \ 9��sF �9I I i' % 1- 9 \ \ \
�-\ ��� �` _ �,�= 95z�� \ \I 1 Ise �, y / /,, � �
—` �Tt\ — s� I i !
S\ \
\\\`�27 j s�ft. \h\\,\_955� /����\
96
969,
Nu 6
O es
-\\a
on
0
\ \ \ 215,98C>sq. ft. I I / / �/ ■, I I I �J)\I
\ — -979� < ` 4.96acres, 'j/ / / f rl—r
CH
981
—982—
�9771
^0!°G� °F ,6-i9^�//�
/ _� •�• / /
�-� X
A R R n R F TI i 1A f� l -1l � I l�J dF C P A ID W-7 "I -I A, I TI I
PROPERTY DESCRIPTION:
Outlot C, ARBORETUM BUSINESS PARK, according to the
recorded plat thereof, Carver County,
Minnesota.
Abstract Property. (as to that part of said Outlot C
lying within the Southeast Quarter of
the Northwest
Quarter of Section 16, Township 116,
Range 23)
Torrens Property. (as to that part of
said Outlot C
lying within the Southwest Quarter of
the Northeast
Quarter of Section 16, Township 116,
Range 23)
OWNER/DEVELOPER:
SURVEYOR:
Chaska Gateway Partners
Schoell Madson
3610 County Road No. 101 South
15050 23rd Avenue North
Wayzata, Mn 55391
Plymouth, Mn 55447
Phone: 952-473-5650
Phone: 763-746-1600
ENGINEER:
Clark Engineering
621 Lilac Drive N.
Minneapolis, Mn 55422
Phone: 763-545-9196
Schoell Madson
Planning Engineering Surveying
15050 23rd Avenue North
Plymouth, Minnesota 55447
T 763.746-1600 F 763-746-1699
554 Third Street NW, Suite 100
Elk River, Minnesota 55330
T 763-241-0108 F 763-241-8351
www.schoellmadson.com
EXISTING ZONING:
PLANNED UNIT DEVELOPMENT DISTRICT
HC-5 HIGHWAY 5 OVERLAY DISTRICT 2
PARTIALLY WITHIN BC-1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1
PARTIALLY WITHIN BC-2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2
PROPOSED AREAS:
Proposed Drainage and Utility
Easements are shown thus:
REAR YARD LINE
0
INTERIOR YARD LINE
t 1
LOT 1, BLOCK 1
215,986
SQ.
FT.
OR
4.96 ACRES
I
I
LOT BLOCK 1
2
SQ.
FT.
OR
5.23 ACRES
OUTLO T A
88560
88,560
SQ.
FT.
OR
2.03 ACRES — —
0
L — — —
TOTAL SITE
532,398
SO.
FT.
OR
0
12.22 ACRES I
TREE CANOPY COVERAGE:
AREA OF CANOPY 108,865 SQ. FT.
TOTAL SITE AREA 532,398 SQ. FT.
PERCENTAGE OF CANOPY COVERAGE 20.4
NO.
REVISIONS
DATE BY DESCRIPTION CK'D
1
04-16-07
DD
TOPO UPDATE
DN
2
3
4
5
6
DRAWN BY. DWD
This drawing has been checked and
reviewed this ILre day of
Ap•; t 20 O'!
by -e A--)._._ _
JOB BOOK NUMBER:
FIELD BOOK: 705L. PAGE: 7
FRONT YARD LINE
Being 10 feet in width and adjoining
right—of—way lines and rear yard lines and
being 5 feet in width and adjoining interior
lot lines, unless otherwise indicated.
ALL OF OUTLOT A TO BE DRAINAGE
AND UTILITY EASEMENT
or CERTIFICATION
I hereby certify that this survey was
prepared under my supervision and that
I am a Licensed Land Surveyor under the
laws of theStateof Minnesota,
DANIEL G. NICKOLS
Date: 4 Ifo I zoo? License No. 19839
LOCATIOr,
oUl�.UTC
ARBk"ORETUM
BUSINESS PARK
Denotes Fire Hydrant
OS
Denotes Sanitary Sewer Manhole
O
Denotes Telephone Manhole
©
Denotes Watermain Manhole
OE
Denotes Electric Manhole
0
Denotes Unknown Manhole
0
Denotes Storm Catch Basin
Denotes Storm Manhole
•
Denotes Found Iron Monument
O
Denotes Set Iron Monument
00
Denotes Cast Iron Monument
-o-
Denotes Utility Pole
Denotes Guy Wire
o
Denotes Communications Riser
�$
Denotes Light Pole
M
Denotes Water Gate Valve
0
Denotes Electric Transformer
O
Denotes Post
®
Denotes Electric Meter
_<1
Denotes Flared End Section
-0-
Denotes Sign
x999.9
Denotes Existing Spot Elevation
Denotes Sanitary Sewer
Denotes Storrs Sewer
Denotes Watermain
Denotes Gasmain
E
Denotes Under Ground Electric Lines
T
Denotes Under Ground Telephone Lines
Fo
Denotes Under Ground Fiber Optic Lines
ot1
Denotes Over Head Lines
X 3f
Denotes Barbed Wire Fence
Denotes Wood Fence
Denotes Chain Link Fence
0
Denotes Bituminous Surface
Denotin. Gravel Surface
Denotes Existing Contour
TREE LEGEND
Number following abbreviation denotes estimated diameter in inches,
three feet above ground level. The second number (if any) denotes
the number of trunks at that location (1 denotes a dead tree).
Number following shrubs denotes It's diameter in feet.
0 Denotes deciduous tree.
Denotes coniferous tree.
Denotes shrub.
w1 Denotes tree line.
A Denotes Ash Example:
AV Denotes Arbor Vitae
BF Denotes Balsam Fir OBE 8.2
BA Denotes Basswood
BI Denotes Birch
BE Denotes Box Elder
BN Denotes Butternut
BU Denotes Bush
CA Denotes Catalpa
CR Denotes Cedar
CH Denotes Chevy
CN Denotes Cottonwood
DG Denotes Dogwood
EL Denotes Elm
FIR Denotes Fruit
GN Denotes Gingko
H Denotes Hackberry
HC Denotes Horse Chestnut
HI Denotes Hickory
IR Denotes Ironwood
JU Denotes Juniper
KC Denotes Kentucky Coffee
U Denotes Lilac
LO Denotes Locust
M Denotes Maple
MP Denotes Mugo Pine
0 Denotes Oak
PI Denotes Plne
PO Denotes Poplar
RO Denotes Russian Olive
SM Denotes Silver Maple
SP Denotes Spruce
TD Denotes Tree Deciduous
TE Denotes Tree Evergreen
WA Denotes walnut
WI Denotes Willow
W
N
S
E
50 0 25 50 100
(SCALE IN FEEL' )
CLIENT
CHASKA GATEWAY PARTNERS, LLC
3610 CTY RD 101 SCE
WAYZATA, MN
VICINITY MAP
CITY OF CHANHASSEN
RECEIVED
APR 1 6 2007
QI111110 EN PLANNING DEPT
SHEET
PRELIMINARY
PLAT
SHEET NO.
-- — S.M.I. PROJECT NO. 61809-020
I LII
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/ ssi'�ia \ ( \ / �\' L APPROXIMATE
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III I IIII I II I� , - \\�\V\\
EDGE OFWATER
II I IIIIIII IIIII I I TOP OF WATER ELEVATION
IillllIIIII j I ON 01/04/07=961.5t
DRAINAGE & UTILITRY EASEMENT
FOR PONUING PER PLAT OF
III IIII 11 ` ARBORETUM BUSINESS PARKo
I I I I I I I I I I I I I I I\ 88,560 sq. ft. ou= siRucl I i I11111 �✓ I II I I 1/ L\\\\ 1
IIII I IIII I III I \ 2.D3 acres HIS RIM=966.29 5�I I I I I� I �RIM�
\ 957.3 \ \
II 1111111 IIIII OUTLOT A
95
,%
II Il I(�\�>> \\\ �6•FE5 �j// I I I i I J60
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ma �\�\�; \� %�i�� g,6 \ i IIIIIIIIIIIIIIII 1 i °�
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F s y'1 m `'�\ '�� =__ �_ �i�% �I //f-9 a ■■
IIIIIIII 11 1 1
oA a� N89O35'58'W ` 303.34 MEAS
02.41 PLAT l IIIII III I —
no
y'r �9� �� 82N '� `STR T-971.75 OW so
21 1 1
_�. _
sss Is'sa•E zs 7s1 (A D DICATED PUBLIC ROW) — .. _—od"
to
M
g68 r m CS s2 _� _ AINAGE & UTIL Y EASE NT PER AT OF _ _ .94 ` ■■ __ r —
D�2 I�R M� p�
ARBORETIM BUSINESS PARK \ \ ��\ \ —sss—
> \ \ \ \ \gO6 \ \/ \ \ \ (q�s/q // / ` \ —9ssi
48
\ 4j\ \ � i I
� ss—�9s
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97
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Om>- UW
ZcuUSP2N
/oT8nA
u,rc3 i
Fs g>
I
— — — WEST
QUARTER
CORNER
OF
SEC.
16, TWP.
116, RGE.
23
PRELIMINARY PLAT: ARBORETUM BUSINESS PARK 7TH ADDITION
PROPERTY DESCRIPTION:
Outlot C, ARBORETUM BUSINESS PARK, according to the
recorded plat thereof, Carver County,
Minnesota.
Abstract Property. (as to that part of said Outlot C
lying within the Southeast Quarter of
the Northwest
Quarter of Section 16, Township 116,
Range 23)
Torrens Property. (as to that part of
said Outlot C
lying within the Southwest Quarter of
the Northeast
Quarter of Section 16, Township 116,
Range 23)
OWNER/DEVELOPER:
SURVEYOR:
Chaska Gateway Partners
Schoell Madson
3610 County Road No. 101 South
15050 23rd Avenue North
Wayzata, Mn 55391
Plymouth, Mn 55447
Phone: 952-473-5650
Phone: 763-746-1600
ENGINEER:
Clark Engineering
621 Lilac Drive N.
Minneapolis, Mn 55422
Phone: 763-545-9196
15050 23rd Avenue North
Minnesota Madson T 63.7 Plymouth,-00f -76-1699
Planning Engineering Surveying 554 Third Street NW, Suite 100
Elk River, Minnesota 55330
T763-241-0106 F763-241-6351
www.sdroellmadson.com
EXISTING ZONING:
PLANNED UNIT DEVELOPMENT DISTRICT
HC-5 HIGHWAY 5 OVERLAY DISTRICT 2
PARTIALLY WITHIN BC-1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1
PARTIALLY WITHIN BC-2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2
PROPOSED AREAS:
Proposed Drainage and Utility
Easements are shown thus:
REAR YARD LINE
o_ o
INTERIOR YARD LINE
I 1
LOT 1, BLOCK 1
215,986
SQ.
FT.
OR
4.96 ACRES
I
I
LOT 2, BLOCK 1
227,852
SQ.
FT.
OR
5.23 ACRES
OUTLOT A
88,560
SQ.
FT.
OR
2.03 ACRES — —
0
— — —
TOTAL SITE
532,398
SQ.
FT.
OR
12.22 ACRES I
0
I
TREE CANOPY COVERAGE:
AREA OF CANOPY 108,865 SO. FT.
TOTAL SITE AREA 532.398 SQ. FT.
PERCENTAGE OF CANOPY COVERAGE 20.4 %
REVISIONS
0. DATE BY DESCRIPTION CK'D
1
04-16-07
DD
TOPO
UPDATE
_
DN
2
3
-"
4
5
6
noeuunv nun
This drawing has been checked and
reviewed this Ibru — day of
Alpr, , 20 Q+i .
by me'tn7
JOB BOOK NUMBER:
FIELD BOOK: 705L PAGE: 7
FRONT YARD LINE
Being 10 feet in width and adjoining
right—of—way lines and rear yard lines and
being 5 feet in width and adjoining interior
lot lines, unless otherwise indicated.
ALL OF OUTLOT A TO BE DRAINAGE
AND UTILITY EASEMENT
CERTIFICATION
I hereby certify that this survey was
prepared under my supervision and that
I am a Licensed Land Surveyor under the
laws of the State of Minnesote
DANIEL G. NICKOLS
Date: q 1 & 1 zooms( License No. 19839
LOCATIGi`!
OFF TLOT C
ARBORETUM
BUSli�ESS PARK
LEGEND
-6-
Denotes Fire Hydrant
1
Denotes Sanitary Sewer Manhole
8
Denotes Telephone Manhole
®
Denotes Watermain Manhole
0
Denotes Electric Manhole
0
Denotes Unknown Manhole
11
Denotes Storm Catch Basin
Denotes Storm Manhole
•
Denotes Found Iron Monument
0
Denotes Set Iron Monument
Denotes Cast Iron Monument
o-
Denotes Utility Pole
Denotes Guy Wire
o
Denotes Communications Riser
#
Denotes Light Pole
N
Denotes Water Gate Valve
Q
Denotes Electric Transformer
O
Denotes Post
0
Denotes Electric Meter
-4
Denotes Flared End Section
-[:L
Denotes Sign
x999.9
Denotes Existing Spot Elevation
Denotes Sanitary Sewer
Denotes Storm Sewer
Denotes Watermain
G Denotes Goemain
Denotes Under Ground Electric Lines
T
Denotes Under Ground Telephone Lines
—For Denotes Under Ground Fiber Optic Lines
—oil
Denotes Over Head Lines
x M
Denotes Barbed Wire Fence
Denotes Wood Fence
Denotes Chain Link Fence
0
Oe ;saes Bituminous Surface
0
Denotes Gravel Surface
— —sss— —
Denotes Existing Contour
F2( k
Number following abbreviation denotes estimated diameter in inches,
three feet above ground level. The second number (if any) denotes
the number of trunks at that location (1 denotes a dead tree).
Number following shrubs denotes it's diameter in feet.
0 Denotes deciduous tree.
Denotes coniferous tree.
Denotes shrub.
Denotes tree line.
A Denotes Ash Example:
AV Denotes Arbor Vitae OBE 8.2
BF Denotes Balsam Fir
BA Denotes Basswood
BI Denotes Birch
BE Denotes Box Elder
BN Denotes Butternut
BU Denotes Bush
CA Denotes Catalpa
CR Denotes Cedar
CH Denotes Cherry
CN Denotes Cottonwood
DG Denotes Dogwood
EL Denotes Elm
FR Denotes Fruit
GN Denotes Gingko
H Denotes Hackberry
HC Denotes Horse Chestnut
HI Denotes Hickory
IR Denotes Ironwood
JU Denotes Juniper
KC Denotes Kentucky Coffee
U Denotes Lilac
LO Denotes Locust
M Denotes Maple
MP Denotes Mugo Pine
0 Denotes Oak
PI Denotes Pine
PO Denotes Poplar
RO Denotes Russian Olive
SM Denotes Silver Maple
SP Denotes Spruce
TO Denotes Tree Deciduous
TE Denotes Tree Evergreen
WA Denotes Walnut
WI Denotes Willow
W
N
RA
PAN
50 0 25 50 100
(SCALE IN FEET )
Crr FCHANM
RECEIV
APR 16 2007
0KMKMWN PLM1MN WT
CLIENT
CHASKA GATEWAY PARTNERS, LLC
3610 CTY RD 101 SO
WAYZATA, MN
VICINITY MAP
SHEET
PRELIMINARY
PLAT
S.M.I. PROJECT NO. 61809-020
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LOT & DRIVE
Illuminance Values(Fc)
Average =1,96
Maximum =5.2
Minimum =0,3
Avg/Min Ratlo=6,53
Max/Min Ratlo=17,33
FIXTURE MOUNTING HEIGHT -
250W FIXTURES, 24' AFG
150W FIXTURES, 17' AFG
WALL MOUNTED FIXTURES, 18' AFG
PROPOSED POLES MEET 130 MPH SUSTAINED WINDS
ADDITIONAL REQUIRED EQUIPMENT,
(7) - PS3S15C1BZ (15' X 3' SQUARE STEEL POLES, SINGLE MOUNT)
(10) - PS4S22C1BZ (22' X 4' SQUARE STEEL POLES, SINGLE MOUNT)
(8) - SBL-16 (BACK LIGHT SHIELDS)
Luminalre Schedule
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
2
LAC410
SINGLE
9100
0,650
LACW410—M (100W Mid, WALL MOUNT)
o--Z
2
PR625
SINGLE
22000
0.800
PR2625—M (250W PSMH)
a�
4
PR625SBL
SINGLE
22000
0,800
PR2625—M (250W PSMH, W/BLS)
4
AC625BL
SINGLE
22000
0.800
AC2625—M (250W PSMH, W/ BLS)
o--�
7
LPR615SBL
SINGLE
12600
0.800
LPR1615—M (150W PSMH, W/ BLS)
�A
H H U
D
L I
H H
T
I H H
Datel5/2/200
Layout by, MARK JANAKY
Project Namel MAMAC Systems Inc, (#72835)
800.236.7000
USA <www,ruudlighting,corn>
905.671.1991 CAN
Fitenamei 70501MH1MDJ,a32
F❑❑TCANDLES CALCULATED AT GRADE USING MEAN LUMENS
Illumination results
shown
on thls
lighting design are based on project parameters
provided to Ruud
Lighting
used In
conjunction with luminalre test procedures
conducted under laboratory conditions. Actual project conditions differing from
these design parameters may affect field results. The customer is responsible
for verifying compliance with any appllcable electrical, lighting, or energy code,
Numeric Summary
Label
Avg
Max
Min
Avg/Min
Max/Mln
MAMAC
0,83
5.3
0.0
N,A,
N.A.
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
CITY OF CHANHASSEN
RECEIVED
MAY 0 4 2007
CHANHASSEN PLANNING DEPT
Mohagen 0
Hansen
Architectural
Group
1DD0 Twelve Oaks Center Dr. Tel 952.426.7400
Suite 200 Fax 952.426,7440
Wayzata !IN 55391 www.mohagenhammn.com
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS,
NO. UES3RIP1'ION DATE
1 CITY SUBMITTAL 4/13/2007
2 EXTERIOR MODIFICATIONS 5/4/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
k\jobs\rnw=
SITE
LIGHTING
CITY SUBMITTAL
N
Alel
FLOOR PLAN
3/32" = 1 '-0"
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural M6A womi
Group
1000 Trent Oaks Center Dr. Tel OM426.7400
Us 200 Fax 052.426.7440
Wayzata MN MI rr inMogenhwemc m
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
• TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
2 EXTERIOR MODIFICATIONS 5/4/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
k\�Vmw
FLOOR PLAN
CITY SUBMITTAL
N
(1) A2*0
NRERIM-
LaUE"
SOUTH ELEVATION
3/32" = 1'-O"
VDLIVVC ru.vm. Jlvnu nvl�l
�1 EAST ELEVATION
/ IO 3/32" = 1'—O"
1 /YI.ILV JIM VVVI• �..u.. v• ..� .. �.. ..
DOCK SEALS W/ ROCKFACE CMU
NORTH ELEVATION WALLS AND WOODEN
3/32" = 1'-0"
WEST ELEVATION
3/32" = 1'-0"
INTERNALLY LIT
Go
2-SIDED SIGN
0
I
co
m
m - -
cV
10'-0'
1-
5 MONUMENT SIGN
A3.0 1 /4" = 1,-0"
•111\1 /^nMA
WING
LL BLOCK
kCE CMU
"'JM. COPING
IRED CMU
IU SILL BLOCK
L AWNING
,K FACE CMU
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen 2
Hansen
Architectural
Group
1000 TweW Oaks Cantor Dr. Tel 952.426.7400
Suite 200 Fax 952.426.7440
Woyzata MN 55391 www,mohagenharwan,00m
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
2 EXTERIOR MODIFICATIONS 5/4/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
IId*b5Vmfmc
EXTERIOR
ELEVATION
CITY SUBMITTAL
N
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v E /Jq� /// //,•/. - �965- _ . ~"`� \�\\` \� `� PR�iPE 7�� It 4.6/BE 1.0. x 74tt,d
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m Ih I tI!!IIII fj#I I `\ `�� t x973,?' Eu J//flit J f I WATER LEVEL. VERIFY \ \� � J / J
y7i?.9 i x 9'78.4 A, " , j� S•j I', j j E i DISCHARGE INV. ELEV. jE ? S i i / J
I +! F( I j j I ! WITH CITY ENGINEER BEFORE 1�b� i t f f I/
I I !' I 1 I '; �; I POND PROCEEDING WITH DESIGN. ,!� f JJ
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977. 9 x m ... I. x, M \ \ 961, ^ , // / ,/ ✓ ~F. f 1
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i t \` \ \ s 97`:.O ` • . x 4f57:$ - ✓ r r` . Cy 97w. y9?3.9
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3?7.+ x /m i! i \ \x i7.J. L �11� J a i 6
. - jX =3'.7.6 5\ \ I T `9 .vr� \ \// a f rK 0 4 `F 75, �. �• � �x�� ? STATE LAW: 48 HOURS BEFORE IXGVATuNC OR DEMOLISHING BUILDINGS, CALL (851) 454-0002 FOR FIELD LOCATION
Q?8 0 x .7 aft OF UNDERGROUND UTIUTY UNES. IS SERVICE LOCATES UTIUTY OWNED LINES BUT NOT PRIVATE LINES.
1 �} g S , THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
2 N D \ �� S.TR E E 1�\'x 4 O INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK.
SCALE: 1 " = 30'
30 15 0 30 60
LEGEND: (PROPOSED SYSTEM)
0
CATCHBASIN
O
MANHOLE
100
FLARED END SECTION
35.2
SPOT ELEVATION
735
CONTOUR ELEVATION
PROPOSED STORM SEWER
IE E E
--E-
PROPOSED SANITARY SEWER
_-f
SILT FENCE
�2
KEYED NOTE
KEYED NOTES:
KEYED NOTES ARE DENOTED BY ON PLANS
1❑ SILT FENCE,
ROCK CONSTRUCTION ENTRANCE.
GENERAL GRADING NOTES:
1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A
SITE VISIT, STUDYING THE TOPOGRAPHIC SLIMEY, THOROUGHLY REVIEWING ALL PLANS AND
GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO
BIDDING.
2. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY SCHOELL AND MADSON.
3. SEE GEOTECHNICAL REPORT FOR SUi3SURFACE INVESTIGATION INFORMATION AND LOCATIONS OF
SOIL BORINGS NOT SHOWN ON THE DRAWINGS.
4. COORDINATE ANY SHUTDOWN OF UTILITY SERVICES WITH THE PROPERTY OWNER, ARCHITECT, AND
PRIVATE UTILITY OWNER.
5. REFER TO LANDSCAPE PLAN FOR ?�w,mANENT TURF RESTORATION AND PLANTING INFORMATION.
6. THE CONTRACTOR IS RESPONSIBLE r� R OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING
WORK.
7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE DEMOLITION
PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK
PROGRESSES.
8. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT.
9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE.
10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION
SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB).
11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES.
12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED.
GENERAL EROSION CONTROL NOTES:
1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO
BEGINNING LAND DISTURBING ACTIVITIES.
2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT
DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS
NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE
CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24
HOURS.
3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT
WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT
REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION.
4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS.
REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION.
5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH
GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN,
WIND AND RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDIATELY.
6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A
DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY
OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY
MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY
PLACING SILT FENCE BARRIERS AROUND THE PILES.
7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH
THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: 'PROTECTING WATER QUALITY
IN URBAN AREAS,' PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY.
B. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE
PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS
OCCUPIED BY TEMPORARY DEVICES.
9. INSTALL SILTSACK EROSION CONTROL AT ALL NEW CATCHBASINS.
10. EROSION CONTROL PLAN, AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS
TO BE KEPT IN THE ON -SITE J08 TRAILER.
11. ADDITIONAL ROCK TO BE BROUGHT IN SHOULD ROCK ENTRANCES BECOME SOIL LADEN.
12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN
APPROVED CITY DEVICE SUCH AS THE ROYAL INFRASAFE COLLECTION DEVICE.
13. SEE LANDSCAPE PLAN FOR REVEGETATION SPECIFICATIONS.
14. SEE GENERAL EROSION CONTROL NOTES #1-8 FOR EROSION CONTROL IMPLEMENTATION SCHEDULE.
MAWIC SYSTEMS
CHANHASSEN, MN
CITY OF CHANHASSEN
RECEIVED
APR 13 2007
OWMASSEN PLANNING 019 T
i.x�... ..,y.M 621 Lillie Drive North
hf' ; ,� s Mimeapolis, MN 55422-4609
(763) 545.9196
Fm (763) 525-1666
III--, �nnpQRATXIINI
Mohagen
Hansen
Architectural
Group
1415 E Wayzata Blvd Tel 952.473.1985
Suite 200 Fax 952.473.1340
Wayzata MN 55391 www.mohagenhanson.com
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 PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
SIGNATURE.
TYPED OR PRINTED NAME:
DATE REG, NO.
THE ENGINEER SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
CITY SUBMTTTAL 4tWO7
PROJECT NUMBER: (CLARKC07003)
DRAWN BY: TLH
CHECKED BY: AJP
DATE: 4 W07
COMPUTER DIRECTORY:
C070031MAMAC
GRADING, DRAINAGE
AND EROSION
CONTROL PLAN
CITY SUBMITTAL
N
C 1.0
FA
CB
RIM=975.32
INV••975.32-i1
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i INV 9 .5^
FIELD I
� 8!i` DIP
STUB I
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U
If
k?�tt
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' r 1
11 142'-12' iRCP \ \
1 \
CB O \ \
EXIS050 1PVC STUB CB ; i ' RIM 73.9
I 45 8N INV 69.98 \ \ \
i ( M 74.5
I NIV 71.5 I \, \
- - - - - - - - - - - - - - -
FVTURE -�
\ \ ODOR I 230'-12" RCP , \
1 INV 58 8 \ \ I O 1.06% I I \
\ 78'-12', RCP \ I I
I VERIF`I \ I \ O 0.28%''
1031-6' PVC \
I f o -/J36X \ 1 1
�.
,S RNV 70.2.... f t } CB ✓
' 1 f80'-12" RCP f
II } I 1.57X' INV 68.80 j
R CB i FUTURE EXPANSION RIM 71.2
I I ; MFT 5-0) / \• \ \ \..
r ,
:
I 3 i RI 67.54 ,r
6' QIP COMBINED � € /
WATER SERy�CE 58 -TV RCP t i
1 SANITARY O 1.00X....
I I I INV., 967.0
25.0 5' RCP
r ' : PROPOSED BUILDING
Ef E= 75:5flIt
.....
� 1
000
l
( cry / J >
I S f
CB
1 rf RIM Y74 0
INV/ 66.210RD
Q INV 65.29
SIDEWALK /` i ✓''i , ."`.. "` " % % f / �(-,..,/i.1 /I j r%
CB
RIM 74.0.
r r IN\!„65.�9' f'00'- 1 /
6 / O 1.00x
/ f 50'-12' RCp 'r / / r l // "/ ///r• / /// /
Y O 2.0- / w f // / / / • /
� / � � 110'-18' RCP ,s rr... r�� A // �f // /
IRIM 73.5
( ! ,INN 84.29 .010
O 0.9�1X ",.'•' rr.'' �" �rf ,. f/
lop
`.,. 80' 8' RCP j/ '''" �- / • /
er• �•,l�Y i�L if.[1" ►.•if-..a�`�r+-'�T �w.•�•.e.�_._ "'yam �y ` � \ ?7 I 1 % /3/ rf ff /' r"" �\i� .000
Cl
965 �'� �'"' "'`o w` t\�•�^e����•�� PR(i0_/
I' 11(rj�/%// //// % - r _ ;..-. �: M= .� = \\ * ., \\.\• \ �� �. LIME J r�r /d rr. /•/
�' i f , J F /, /' / f / r„ ,.-•. �." -• . 1 '•- ....:.,:,"',..• \\' \,�1'^ \ \\ \\..\\`� �` t r j _ L • y r'' /
EDGE OF ICE
\�� �j' tr/
IJfIPi / \•,\��`��\�\�\'��`\ ,/ J t ) i %ffJrff/°�l
LIIIII f (r t
INV962.00
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\��\ q•`
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POND i1�.j�\\\rrfffr/'%rf`!`I`jrJr'f/f//
•111 I i i?l.t
I 1 • � � (. I • ( I ` I ' i •��
IIIlI1i,,111111t1 � IlIf�114t�' /f�//''.""'.r"....✓ ,jJJJJ,,J�
�•IIiljlillliiill'I � `� I I j�l\�11 ~(11�1�1111111'i/;f�'✓.-�"
Ifi1�(I111�{IIIIII I� C�� R,Y ; \'jl' I;;I;I�I��;I� f`iJt/r• r.,�"
}:I
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I!jj�i'tll 11tl�li � /?• fT(1 Iii•��51 `\..ice J/r'JJ/r r
f
t ,►s _. ._EDGE:. OF ICE
`,ii\zit\\\�\� Y.`"^wrv'�\`+`\....,,.. /�///% f''f+f ..✓�"�t..✓r" r ".. "ter .""' ...\\`* ~'y `^\
OF TREE \ Jh
SCALE: 1 = 30'
30 15 0 30 60
LEGEND: (PROPOSED SYSTE
®
CATCHBASIN
O
MANHOLE
111111,
FLARED END SECTION
STORM SEWER
-E1E E IE
SANITARY SEWER
-�E -
WATER SERVICE
-F-F--
TES:
1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A
SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND
GEOTECHNICAL REPORT, AND AD0''iONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO
BIDDING.
2. ALL EXISTING CONDIfiONS TAKEN FROM SURVEY BY SCHOELL AND MADISON INC.
3. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TO
BUILDING SERVICES.
4. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR
CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK
WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS
NECESSARY.
5. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER.
6. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO
PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND
TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA
(CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS.
7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES,
REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY
JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY.
8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER
APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE
INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY
REQUIREMENTS.
9. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED.
10. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT
OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY.
11. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID
UD CASTING.
STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION
OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.)
THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK.
MAMAC SYSTEMS
CHANHASSEN, MN
621 Lilac Drive Nmal
Mimeapolu, MN 554224609
(763) 545-9196
Fm (763) 525-1666
!f w xlmlcyug.mm
OlaI�QRWO COIIPOttAT10M
Mohagen
Hansen
Architectural Fm Hm
Group
1415 E Wayzata BNd Tel 952.473.1985
Suite 2D0 Fax 952.473.1340
Wayzata MN 55391 WWW.mohagenhaneen.com
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
SIGNATURE:
' TYPED OR PRINTED NAME:
DATE REG. NO.
THE ENGINEER SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
Cm Su111INM L 4/L9/07
PROJECT NUMBER: (CLARKC07003)
DRAWN BY: TLH
CHECKED BY: A)P
DATE: 4/L9/07
COMPUTER DIRECTORY:
Co7003/MAMAC
UTILITY PLAN
CITY SUBMITTAL
N
C 2 0 0
MULCHED
PLANTING AREA -
EON
_---'- - - KtMUVt IKGt
AS REQUIRt
ED
- . _ . -p_ . _ . _ .
0
18'-0" l 26'-0" 18'-0"
_ EXIST. TREE
TO BE REMOVED
18'-0" 26'-0' 18'-0"
- MULCHED
PLANTING AREA
AREA
0
�N
EXIST. TREE
-BE REMOVED
26'-0"
- MULCHED
I PLANTING AREA
ss
19"45'54"W
0
I
0
M
■
PROPERTY LINE SOD
20'-0"
210'-0"
REMOVE TREE L SOD
AS REQUIRED
POTENTIAL 16,800
FUTURE EXPANSION
EXIST. TREE
TO BE REMOVED
EXIST. TREE
TO BE REMOVED
TOTAL PARKING STALLS: 86
SOD
SITE/ LANDSCAPE PLAN
A1.01 1" = 30'-0"
2 SITE MAP
A1.0 NTS
0
I
M
r-
0
Go
TRASH
ENCLOSURE
NEW 35,000 SF BUILDING
EL. 975.5'
163'-4"
MULCHED
PLANTING AREA
SOD
z
o
co a
�N79.51,1g.,w
192, 30
1 ,
EDGE OF TREELINE
o:
\ 0
60'-0"
23'-0" l 18'-0"
SOD
OT
MULCHED
PLANTING AREA
46'-0"
MULCHED
PLANTING AREA
MULCHED
PLANTING AREA
�a
2-11 SOD 7
SOD
LANDSCAPE GENERAL NOTES
1, LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY
FAMILIAR WITH SITE CONDITIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES,
CONDUITS, WIRES, ETC. ON THE PROPERTY.
3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN
COMPLETED IN IMMEDIATE AREA,
4, TOPSOIL FOR ALL LAWN AREAS TO BE FURNISHED AND INSTALLED BY GC. THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING PRIOR TO SEEDING OR SODDING
OPERATIONS.
5. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, AND APPROVED BY LANDSCAPE ARCHITECT AND
OWNER PRIOR TO INSTALLATION. PLANTS SHALL HAVE NORMAL, WELL -DEVELOPED BRANCH
SYSTEMS, A VIGOROUS FIBROUS ROOT SYSTEM; THEY SHALL BE SOUND, HEALTHY, VIGOROUS
PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUNSCALD INJURIES, ABRASIONS OF THE
BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. ALL
PLANTS SHALL BE NURSERY GROWN,
6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER.
7. THE LANDSCAPE CONTRACTOR SHALL REPLACE AT NO CHARGE, ANY TREE,SHRUB, EVERGREEN,
OR GROUNDCOVER WHICH FAILS TO LIVE THROUGH THE FIRST CALENDAR YEAR FROM THE TIME
OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND THE OWNER. ALL PLANTS SHALL BE
ALIVE AND IN NORMAL SATISFACTORY GROWING CONDITIONS AT THE END OF THE GUARANTEE
PERIOD.
8. THREE INCH DEEP SHREDDED HARDWOOD BARK MULCH WILL BE INSTALLED UNDER ALL TREES
AND SHRUBS THAT ARE ISOLATED FROM GROUND COVER AREAS AND GENERAL SHRUB MASSES.
9. WRAPPING MATERIAL SHALL BE FIRST QUALITY, HEAVY, WATERPROOF CREPE PAPER
MANUFACTURED FOR THIS PURPOSE. TREES SHALL BE WRAPPED PRIOR TO 12/1 AND
REMOVED AFTER 5/1.
10. TREE GUYING IN ALL AREAS SHALL BE OPTIONAL. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING TREES IN A STRAIGHT UPRIGHT CONDITION FOR A PERIOD OF
TWELVE MONTHS FOLLOWING INSTALLATION.
11. ALL SHRUB BEDS TO BE MULCHED WITH 1.5" WASHED RIVER ROCK PLACED TO A THREE INCH
DEPTH OVER WEED CONTROL FABRIC.
12. ALL MAINTENANCE EDGER SHALL BE COBRA VINYL EDGING.
13. ALL SOD SUPPLIED SHALL BE OF THE HIGHEST QUALITY CULTURED SOD AVAILABLE.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FIRST WATERING OF ALL
FRESHLY SODDED LAWN AREAS. AFTER THE FIRST WATERING THE OWNER TAKES FULL
RESPONSIBILITY FOR SOD.
14.ALL SODDED AND PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND
IRRIGATION SYSTEM. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A DESIGN FOR
IMPROVEMENTS TO IRRIGATION SYSTEM.
TREE PLANTING NOTES
1. SCARIFY SIDES AND BOTTOM OF HOLE.
2, PROCEED WITH CORRECTIVE PRUNING AS NECESSARY.
3. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFlLL SOIL AT
THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY,
4. PLANT SHALL BE PLACED IN PLANTING HOLE WHT BURLAP AND WIRE BASKET, IF USED, INTACT.
5. PLUMB AND BACKFlLL WITH BACKFlLL SOIL SPECIFIED
6, APPLY WATER TO SETTLE PLANTS AND FILL VOIDS, THEN CONSTRUCT 3" DEPTH WATERING
BASIN.
7. WATER THOROUGHLY WITHIN 2 HOURS.
8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS
EXCESSIVE.
9. BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT
COLLAR. USE OF NON BIODEGRADABLE TWINE SHALL NOT BE PERMITTED.
EDGE OF TREELINE
TABULATION BOX
PARCEL AREA 215,986 SF
NUMBER OF EMPLOYEES
65
4.96 ACRES
(AT PEAK SHIFT)
BUILDING AREA 35,000 SF
PARKING REQUIRED
7,000 OFFICE/200=35+50
ADDITION AREA 16,800 SF
MANUFACTURING EMPLOYEES=85
% OF BUILDING COVERAGE 24%
PARKING PROVIDED
86 INCL. 4 ACCESSIBLE
PARKING AREA 60,778 SF
SIDEWALK/OTHER IMPERVIOUS AREA 1,676 SF
BUILDING HEIGHT
18'-0"
% OF PARKING AREA 28%
NUMBER OF STORIES
1
% OF TOTAL IMPERVIOUS AREA 53%
OFFICE AREA
7,000 SF
(INCL BUILDING W/ ADDITION)
MANUFACTURING AREA
28,000 SF
POTENTIAL FUTURE
16,800 SF
% GREENSPACE 47%
MANUFACTURING AREA
EXISTING CANOPY COVERAGE AREA AS CALCULATED IN THE
PREUMINARY PLAT IS NOT AFFECTED. ISOLATED TREES
REMOVED FOR THIS PROJECT WERE NOT INCLUDED IN
THE CANOPY COVERAGE AREA CALCULATIONS INCLUDED IN THE PLAT
EXISTING CANOPY TO 46,313 SF
REMAIN AREA
% OF SITE CANOPY TO REMAIN 21%
PLANTING PLAN SCHEDULE
SYMBOL
KEY
CITY
SIZE
ROOT
COMMON NAME
SCIENTIFIC NAME
COMMENTS
�V11�%
SS
13
2.5"-Cal.
CONT.
SPRING SNOW CRABAPPLE
MALLS X HYBRIDS
STRAIGHT LEADER
LIN
8
3"-Cal
B&B
AMERICAN LINDEN
TILIA AMERICANA
STRAIGHT LEADER
t
SGJ
24
24"
CONT
SEA GREEN JUNIPER
JUNIPERUS CHINENSIS
SINGLE STRAIGHT LEADER
0
MP
36
24"
CONT
MCKAYS WHITE POTENTILLA
POTENTILLA FRUTICOSA
'MCKAYS WHITE'
PLANT 4'-0" O.C.
HO
136
8'
CONT
VARIGATED HOSTA
ALBO MARGINATA
SITE NOTES
1. CONSTRUCTION LIMITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING
EXCEPTIONS:
A) ALL DAMAGE DONE TO PRIVATE PROPERTY OUTSIDE THE CONSTRUCTION LIMITS SHALL BE
REPAIRED TO THE CONDITIONS BEFORE DAMAGE WAS DONE.
B) ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS, CURBS, GUTTERS OR
UTILITIES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS.
C) ACCESS TO UTILITY LINES OUTSIDE THE CONSTRUCTION UMITS ARE TO BE DETERMINED BY
THE APPROPRIATE SUBCONTRACTOR. NOTES 1-A AND 1-8 SHALL BE CONSIDERED WHEN
MAKING THE SELECTION OF UTILITY CONNECTION LOCATION, IF DIFFERENT FROM THAT
SHOWN ON THE PLANS OR IF NO LOCATION IS SHOWN ON PLANS.
2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION OF AND COORDINATION OF
SHUT -OFFS, CUT-OFFS OR RECONNECTION OF UTILITIES WHERE REQUIRED FOR DEMOLITION OF
EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE
THE WORK.
3, SIDEWALKS ON THE PROPERTY, UNLESS OTHERWISE NOTED, ARE 4 INCH THICK CONCRETE ON
4 INCH GRAVEL BASE WITH 6X6-W1.4XW1.4 WWF. LOCATE 1/2 INCH EXPANSION JOINTS AT
ALL INTERSECTIONS AND AS REQUIRED TO MAINTAIN LENGTHS NO GREATER THAN 50 FEET
WITHOUT EXPANSION JOINTS. GENERALLY, PROVIDE A SQUARE PATTERN OF TOOLED OR SAWN
CONTROL JOINTS IN ALL SIDEWALKS. SEE GENERAL CONCRETE NOTES FOR FURTHER
INFORMATION ON CONTROL JOINTS.
4, REMOVE ALL BIODEGRADABLE MATERIAL FROM THE SITE AND DISPOSE OF SUCH MATERIAL IN A
MANNER WHICH MEETS ALL GOVERNMENTAL REGULATIONS.
5. CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A MINIMUM OF 2 FEET OF
COVER, IF FINAL GRADES, ELEVATIONS AND LOCAL REGULATIONS PERMIT.
6. SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER, IF REQUIRED. IN GENERAL, THE
PLAN SHALL DIRECT SURFACE WATER AWAY FROM ADJOINING PROPERTY TO THE STORM
DRAINAGE SYSTEM.
DO NOT DAMAGE OR CUT LEADER
FASTEN TRUNK TO STAKES WITH TREE RING, OR 3.6mm (9 GA.)
GALVANIZED WIRE IN 13mmO PLASTIC HOSE
I
2 T-RAIL IRON STAKES, 38x38x5mm 2500mm LONG, LOCATE
STAKES 200mm AWAY FROM TREE TRUNK, WITH ONE ON SIDE
OF PREVAILING WINDS
a
CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO
0 FINISHED GRADE AS IT DID TO PREVIOUS GRADE
MULCH
CREATE SAUCER AROUND TREE
100 FINISHED GRADE
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
II B & B ROOT BALL
COMPACTED TOPSOIL MIX AS SPECIFIED BELOW
EXISTING SUB -GRADE
SCARIFY PIT BOTTOM (MINIMUM 150mm)
SPECIFICATIONS:
1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE.
2. WATER THOROUGHLY AFTER INSTALLATION,
3. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION.
4, PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL.
5. TOPSOIL MIX, SEE SPEC.
CONIFEROUS TREE DETAIL
N.T.S.
13mmO BLACK PLASTIC HOSE
44
Q'p 3mm (NO.11 GA.) GALV. WIRE, COIL
�� a ENLARGED DETAIL EACH END TIGHTLY
TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE USE
APPROVED TREE DRESSING ON ALL ROOT AND BRANCH CUTS
OVER 13mmO.
WRAP TRUNKS GREATER THAN 60mm CALIPER WITH BURLAP
2 T-BARS 40x4Ox5x2400mm LONG
MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING
GRADE, TO ALLOW FOR SETTLEMENT
MULCH
CREATE SAUCER AROUND TREE
FINISHED GRADE
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
B & B ROOT BALL
COMPACTED TOPSOIL MIX AS SPECIFIED BELOW
SPECIFICATIONS: EXISTING SUB -GRADE
1. TOPSOIL MIX, SEE SPEC, SCARIFY PIT BOTTOM (MINIMUM 150mm)
2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE,
3. WATER THOROUGHLY AFTER INSTALLATION.
4. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION.
5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL.
6. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER
CLOSING.
DECIDUOUS TREE DETAIL
N.T.S.
CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR
WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT
'Lilmr.
CREATE SAUCER AROUND SHRUB
'D GRADE
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ORGANIC CONTAINER TO
FACILITATE ROOT PENETRATION. REMOVE BOTTOM
COMPLETELY
UALLtU & CUKLAt '!:U, UK UUNINNtK SCARIFY PIT BOTTOM (MINIMUM 150mm)
NOTES:
1. TOPSOIL MIX, SEE SPEC,
2. WATER THOROUGHLY AFTER INSTALLATION,
3. EXCAVATE ENTIRE SHRUB BED AS SHOWN ON PROJECT DRAWINGS
POTTED SHRUB DETAIL
N.T.S.
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural
Group
0
1000 Twelve Oaks Center Dr. Tel 952.426.7400
Suite 200 Fax 952.426,7440
Wayzata NN 55391 www.mohagenhansentorn
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING, COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
IdjobsVr mnc
ARCHITECTURAL
SITE PLAN &
LANDSCAPE
PLAN
CITY SUBMITTAL
N
A1e0
FLOOR PLAN
3/32" = 1'-0"
MAMAC SYSTEMS
CENTURY BLVD.
CHANHASSEN, MN
Mohagen
Hansen
Architectural 20 Group
1000 TMdm Oaks Center Dr. Tel 952.426.7400
Saite 200 Fmt 951426.7440
Waymta MN 55391 wwwzd mhm son.com
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
• TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CITY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
IdjobsUmm
FLOOR PLAN
CITY SUBMITTAL
N
(I) A2.0
T.O. PAR)
118 -0
Ah FIN. FLR.
100 -0
SOUTH ELEVATION
A10J 3/16" = 1'-0"
EAST ELEVATION
3/16" = 1'-0"
DOCK SEALS W/ ROCKFACE CMU
NORTH ELEVATION WAS AND WOODEN
3/16" = 1'-0"
WEST ELEVATION
3/16" = V-O"
INTERNALLY LIT
00
2—SIDED SIGN
0
i
co
w
10
N
10'-0"
s MONUMENT SIGN
A3.0 1/4" = 1'-0"
•1 11\1 /./\fll\1/.
"" ^APING
LL BLOCK
LCE CMU
"'PJARVI1UCT�]
IU SILL BLOCK
X FACE CMU
MAMAC SYSTEMS
CENTURY BLVD,
CHANHASSEN, MN
Mohagen
Hansen
Architecturalcoup mu
Group
1000 Tw" Oak® Cents Dr. Tel 9M426.7400
Suite 20D Fm 952.426,7440
Wanata MN 55391 wwwa ohagenhaneen com
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 ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
TODD MOHAGEN,
REGISTRATION NUMBER: 18074
THE ARCHITECT SHALL BE DEEMED THE AUTHORS
AND OWNERS OF THEIR RESPECTIVE
INSTRUMENTS OF SERVICE AND SHALL RETAIN
ALL COMMON LAW, STATUTORY AND OTHER
RESERVED RIGHTS, INCLUDING COPYRIGHTS OF
THE ATTACHED DOCUMENTS.
NO. DESCRIPTION DATE
1 CRY SUBMITTAL 4/13/2007
PROJECT NUMBER: 07057.0 MMC
DRAWN BY: SRP
CHECKED BY: TEM
DATE: 4/13/2007
COMPUTER DIRECTORY:
WN1011 WArmc
EXTERIOR
ELEVATION
CITY SUBMITTAL
N
(1) A3.0
26