3.7 Autumn Woods Commercial - NCS
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 10 October 2022
PRESENTER(s) REVIEWED BY: ITEM #:
City Planner Licht City Administrator/Finance Director Flaherty
City Engineer Wagner
3.7 – NCS Office/Warehouse
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of a Planned Unit Development - Conditional Use Permit for an office and
warehouse use and of a site performance agreement.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
Yes
Yes, held by Planning Commission 15 August 2022.
BACKGROUND/JUSTIFICATION:
GAGCO Properties, LLC is proposing development of Lot 3, Block 1 Autumn Woods Commercial with two
industrial office/warehouse buildings having a total area of 24,900 square feet for New Century Systems, a
heating and air conditioning contractor. The 3.13 lot is located on the east side of Queens Avenue north of
CSAH 36. The proposed development requires consideration of a Planned Unit Development-Conditional
Use Permit (PUD-CUP) to allow multiple principal buildings on one lot and site and building plan review.
A public hearing was held by the Planning Commission at their meeting on 15 August 2022 to consider the
application. Mr. Ron Touchette was present as the developer and agreed with the recommendations of
City staff. There were no public comments and the public hearing was closed. The Planning Commission
discussed off-street parking and screening of the use from the residential use to the east, but had no
concerns with the plans as presented. The Planning Commission voted 7-0 to recommend City Council
approval of the application.
City staff has prepared a Site Improvement Performance Agreement for the proposed improvements,
which has been executed by the developer.
SUPPORTING DOCUMENTS ATTACHED:
▪ Planning Report dated 12 August 2022
▪ Findings of Fact and Decision
▪ Resolution 2022-76
▪ Site Improvement Performance Agreement
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve a Planned Unit Development - Conditional Use Permit for Lot 3, Block 1 Autumn Woods
Commercial subject to the conditions stated by the Findings of Fact and Decision as presented and adopt
Resolution 2022-76 approving a Site Improvement Performance Agreement.
BUDGET INFORMATION
FUNDING: BUDGETED:
N/A
N/A
TPC
The Planning Company
PLANNING REPORT
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
TO: Otsego Planning Commission
FROM: D. Daniel Ucht1 AICP
REPORT DATE: 12 August 2022
ACTION DATE: 25 September 2022
RE: Otsego -Autumn Woods Commercial; PUD-CUP
TPC FILE: 101.02
BACKGROUND
GAGCO Properties, LLC is proposing development of Lot 31 Block 1 Autumn Woods Commercial
with two industrial office/warehouse buildings having a total area of 241 900 square feet for
New Century Systems1 a heating and air conditioning contractor. The 3.13 lot is located on the
east side of Queens Avenue north of CSAH 36. The proposed development requires
consideration of a Planned Unit Development-Conditional Use Permit (PUD-CUP) to allow
multiple principal buildings on one lot and site and building plan review. A public hearing is to
be held by the Planning Commission on 15 August 2022 at 7:00PM to consider the application.
Exhibits:
•Site Location Map•Building 1 plans (4 sheets)■Building 2 plans (2 sheets)•Civil Plans dated June, 2022 (10 sheets)
ANALYSIS
Zoning. The subject site is zoned 1-3, Special Industrial District. The proposed office and
warehouse use of the buildings for a contractor business are allowed as permitted uses within
the 1-3 District. The proposed development includes two principal buildings on one lot that
requires approval of a PUD-CUP in accordance with Section 11-16-3.C of the Zoning Ordinance.
1
Building Finish. Section 11- 17-4.E.3 of the Zoning Ordinance establishes exterior finish
requirements for buildings within the 1-3 District, which includes allowance of steel siding for
principal buildings based on the use of this material for buildings constructed prior to the area
being annexed to the City. The submitted building elevation plan for Building 1 does not
indicate the type of exterior finish, but the plans illustrate a lap siding with stone accents. The
plans submitted for Building 2 illustrate a vertical seam exterior finish, which is likely metal
siding. Compliance with the exterior finish requirement of the Zoning Ordinance are to be
verified with application for a building permit.
Building Height. Principal buildings within the 1-3 District are limited to a height of 35 feet by
Section 11-87-9 of the Zoning Ordinance. Building 1 is 28 feet in height and Building 2 is 24 feet
in height measured to the midpoint of the pitched roof. Both buildings comply with the height
limits established for the 1-3 District by the Zoning Ordinance.
Lot Requirements. Section 11-87-7 of the Zoning Ordinance requires lots within the 1-3 District
to be a minimum of one acre in area and 200 feet in width. The subject site is an existing lot of
record that is 3.13 acres in area and measures approximately 420 feet in width along Queens
Avenue. The lot complies with the minimum area and width requirements of the 1-3 District.
Lot Coverage. Section 11-87-8 of the Zoning Ordinance limits building coverage to 30 percent
and all impervious coverage within the subject site to 70 percent of the lot area. The two
proposed buildings cover 15 percent of the lot area and total impervious surfaces are 33
percent of the lot area and complies with the Zoning Ordinance.
Setbacks. The table below indicates the 1-3 District setbacks set forth by Section 11-87-8 of the
Zoning Ordinance applicable to the proposed two principal buildings within subject site
measured to the closest lot line. The location of the proposed buildings complies with the
required setbacks of the 1-3 District.
Access. The subject site is to be accessed via two driveways from Queens Avenue. The north
driveway is 31 feet wide and the south driveway is 40 feet wide located 100 feet from the
existing driveway for the property to the north and 110 feet from the proposed south driveway
to the subject site. Section 11- 21-6.B of the Zoning Ordinance requires 200 feet spacing
between driveways based on the major collector designation for Queens Avenue established by
the Transportation Plan. Section 11- 21-6.B.2 of the Zoning Ordinance allows the City Engineer
to approve exceptions to the spacing requirements when alternative access is not available.
Section 11-21-6.C.2 of the Zoning Ordinance limits driveway widths for industrial uses to 24 feet
unless additional width is required for traffic circulation needs. The developer has provided a
site plan illustrating semi-tractor/ tractor access and turning movements demonstrating the
need for the multiple accesses and their location.
2
Queens Ave. North East Wetland
Required 30ft. 10ft. 20ft. 40ft.
Proposed 30ft. 10ft. 60ft.
Access. The subject site is to be accessed via two driveways from Queens Avenue. The north
driveway is 31 feet wide and the south driveway is 40 feet wide located 100 feet from the
existing driveway for the property to the north and 110 feet from the proposed south driveway
to the subject site. Section 11-21-6.B of the Zoning Ordinance requires 200 feet spacing
between driveways based on the major collector designation for Queens Avenue established by
the Transportation Plan. Section 11- 21-6.B.2 of the Zoning Ordinance allows the City Engineer
to approve exceptions to the spacing requirements when alternative access is not available.
Section 11- 21-6.C.2 of the Zoning Ordinance limits driveway widths for industrial uses to 24 feet
unless additional width is required for traffic circulation needs. The developer has provided a
site plan illustrating semi-tractor/ tractor access and turning movements demonstrating the
need for the multiple accesses and their location.
2
Off -Street Parking. The calculation of required off-street parking based on the requirements of
Section 11-21-8 of the Zoning Ordinance is outlined below:
The site plan provides for 45 off-street parking stalls whereas 58 stalls are required by the
Zoning Ordinance based on the use and area of the two buildings. The developer indicates that
the business employs approximately 30 people including installers that work primarily off-site
and drive their service vehicles to/from work. On this basis and in consideration of the open
floor plan of the office space, the proposed off-street parking stalls are adequate.
The parking stalls are designed as 9 -feet wide by 20 -feet deep that are accessed by 24 -foot
wide drive aisles, which complies with the dimensions required by Section 11- 21-7.A and B of
the Zoning Ordinance. The off-street drive aisles and parking areas are to be surfaced with
asphalt surrounded by perimeter concrete curb as required by Section 11- 21-7.C.3 and D of the
Zoning Ordinance. The construction of the off-street parking area is subject to review and
approval of the City Engineer.
Section 11-21-5.13 of the Zoning Ordinance requires off-street parking stalls, drive aisles, and
loading areas to be setback a minimum of 15 -feet from public rights-of-way and five -feet from
side or rear lot lines. Eleven of the off-street parking stalls encroach into the required setback
from Queens Avenue abutting the right-of-way line. A reduction in the required setback may
be justified based on the limited developable area of the subject site and need to allow for
semi -tractor trailer access and circulation, subject to approval of the City Engineer.
Landscaping. The developer has not submitted a landscape plan as required by Section 11-19-
2.6 of the Zoning Ordinance. The site plan provides for turf grass areas of the site not taken up
by building or off-street parking areas. City staff recommends that a landscape plan be
provided to plant for evergreen trees to the southeast of Building 2 and the off-street parking
area to screen the property from the existing residential uses to the east adding to the existing
vegetation in place at the rear of the residential lots. Shade trees are also to be installed in the
yard south of the proposed buildings. In the rock garden on the north side of the building, we
recommend that either tall growing shrubs or clumps of native grasses be planted. Landscape
areas are required to be irrigated in accordance with Section 5-2-3.C.2 of the Zoning Ordinance.
Signs. The submitted plans do not detail any proposed signs on the property. Any signs to be
installed upon the property must comply with Chapter 37 of the Zoning Ordinance. A sign
permit is required to be approved prior to placement of any signs upon the property.
K
Use Gross Area Requirement Required
Stalls
Building 1 Office 9,350sf. 1 stall/net 200sf. 42
Warehouse 2,650sf. 1 stall/net 1,OOOsf. 3
Building 2 Warehouse 12,900sf. 1 stall/net 1,OOOsf. 13
Total 58
The site plan provides for 45 off-street parking stalls whereas 58 stalls are required by the
Zoning Ordinance based on the use and area of the two buildings. The developer indicates that
the business employs approximately 30 people including installers that work primarily off-site
and drive their service vehicles to/from work. On this basis and in consideration of the open
floor plan of the office space, the proposed off-street parking stalls are adequate.
The parking stalls are designed as 9 -feet wide by 20 -feet deep that are accessed by 24 -foot
wide drive aisles, which complies with the dimensions required by Section 11- 21-7.A and B of
the Zoning Ordinance. The off-street drive aisles and parking areas are to be surfaced with
asphalt surrounded by perimeter concrete curb as required by Section 11- 21-7.C.3 and D of the
Zoning Ordinance. The construction of the off-street parking area is subject to review and
approval of the City Engineer.
Section 11-21-5.13 of the Zoning Ordinance requires off-street parking stalls, drive aisles, and
loading areas to be setback a minimum of 15 -feet from public rights-of-way and five -feet from
side or rear lot lines. Eleven of the off-street parking stalls encroach into the required setback
from Queens Avenue abutting the right-of-way line. A reduction in the required setback may
be justified based on the limited developable area of the subject site and need to allow for
semi -tractor trailer access and circulation, subject to approval of the City Engineer.
Landscaping. The developer has not submitted a landscape plan as required by Section 11-19-
2. 6 of the Zoning Ordinance. The site plan provides for turf grass areas of the site not taken up
by building or off-street parking areas. City staff recommends that a landscape plan be
provided to plant for evergreen trees to the southeast of Building 2 and the off-street parking
area to screen the property from the existing residential uses to the east adding to the existing
vegetation in place at the rear of the residential lots. Shade trees are also to be installed in the
yard south of the proposed buildings. In the rock garden on the north side of the building, we
recommend that either tall growing shrubs or clumps of native grasses be planted. Landscape
areas are required to be irrigated in accordance with Section 5-2-3.C.2 of the Zoning Ordinance.
Signs. The submitted plans do not detail any proposed signs on the property. Any signs to be
installed upon the property must comply with Chapter 37 of the Zoning Ordinance. A sign
permit is required to be approved prior to placement of any signs upon the property.
K
Exterior Lighting. Section 11- 16-6.C.3 of the Zoning Ordinance establishes performance
standards for exterior lighting. The submitted plans do not indicate proposed exterior lighting.
Any lighting that is to be installed must have a 90 -degree horizontal cut-off to be cast down at
the ground and directed so as to not cast light at the property lines. A photometric lighting
plan must be submitted and all exterior lighting is to be subject to review and approval by the
Zoning Administrator.
Waste Storage. The submitted plans do not indicate area(s) storage of waste and recycling
containers. Waste must either be stored indoors or if exterior containers are to be used, an
enclosure meeting the requirements of Section 11- 18-4.0 of the Zoning Ordinance is required.
The location, materials, and construction of any exterior waste storage enclosure is to be
subject to review and approval of the Zoning Administrator.
Utilities. The subject site is within the East Sewer District, but water and sewer utilities are not
available at the property. The developer has submitted a utility plan to provide for an on-site
private well and septic holding tank. The City has allowed the uses in this area to utilize holding
tanks subject to a performance agreement for system maintenance in accordance with Section
9-5-2.D.2 of the City Code. Installation of water and a sewer holding tank are subject to review
and approval of the Building Official concurrent with a building permit application.
Grading Plan. The developer has submitted grading, drainage, and erosion control plans for the
development of the subject site. The proposed development includes filling approximately 110
square feet of wetland. All grading, drainage, wetland impacts, and erosion control issues are
to be subject to review and approval of the City Engineer.
Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires
that the developer enter into a site improvement performance agreement (SIPA) with the City
to provide for construction of the project, completion of public improvements, required
securities, and payment of fees. The SIPA is to be executed by the developer prior to approval
by resolution of the City Council and recorded with the property.
Criteria. Consideration of the PUD -CUP application is to be based upon (but not limited to) the
following criteria set forth in Section 11-4-2.F of the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The Comprehensive Plan guides the subject site for future industrial uses
within the East Sewer District. The industrial development guided for the subject site is
to be smaller scale buildings and low intensity uses similar with the character of existing
uses in the area that were established prior to the area being annexed to the City in
1994. The proposed use is consistent with the Future Land Use Plan and policies for
development within this area of the City.
2
The proposed use's compatibility with present and future land uses of the area.
Comment: The subject site is surrounded by the existing and planned uses shown in the
table below. The residential uses to the east of the subject site are separated by an
approximate 10 foot change in elevation and existing vegetation in the rear yards of the
residential lots. A mix of shade and evergreen tree plantings are recommended to the
southeast of Building 2 to provide additional screening to supplement the existing trees
on the residential properties.
Direction Land Use Plan Zoning Map Existing Use
North Industrial 1-3 District Office/warehouse
East LD Residential R-3 District Single family dwellings (lac. lots)
South Queens Avenue
West Industrial 1-3 District Manufacturing (Canvas Craft)
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed development will be required to comply with the applicable
performance standards of the Zoning Ordinance and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site is accessed from Queens Avenue, which is designated by the
2012 Comprehensive Plan as a Commercial/Industrial Collector Street. The existing
roadway has adequate capacity to accommodate traffic that would be generated by
development of the subject site as proposed.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The proposed use is within the East Sewer District where urban uses are
guided based on available infrastructure. The proposed use does not require connection
to utilities. The development of the subject site will not impact City service capabilities.
RECOMMENDATION
City staff recommends approval of the PUD -CUP and site and building plan review applications
for the proposed NCS Headquarters development subject to the conditions as stated below.
5
POSSIBLE ACTIONS
A. Motion to recommend approval of a PUD -CUP and site and building plans for Lot 3,
Block 1 Autumn Woods Commercial, subject to the following conditions:
1. The exterior finish of Building 1 and Building 2 shall comply with Section 11- 17-
4.E.3 of the Zoning Ordinance.
2. The minimum setback of off-street parking stalls or drive aisle from the right-of-
way of Queens Avenue shall be subject to review and approval by the City
Engineer.
3. Off-street parking areas and drive aisles shall be surfaced and surrounded by
perimeter concrete curb as required by Section 11-21-7.0 and D of the Zoning
Ordinance, subject to review and approval of the City Engineer.
4. A landscape plan shall be submitted as required by Section 11- 19-2.B of the
Zoning Ordinance and is subject to review and approval of the Zoning
Administrator addressing:
All areas of the subject site not taken up by buildings or drive aisles shall
be landscaped with turf or natural grass.
b. A mix of shade and evergreen trees shall be planted east of the off-street
parking area and south of Building 2.
Shade trees shall be planted in the yard south of the off-street parking
area at 50 feet on center.
d. Tall evergreens or clumps of tall growing native grasses shall be planted
on the north side of Building 1.
e. Landscape areas shall be irrigated in compliance with Section 5- 2-8.C.2 of
the City Code.
All signs shall comply with Section 37 of the Zoning Ordinance, subject to review
and approval of the Zoning Administrator.
6. A photometric lighting plan shall be submitted and all exterior lighting shall
comply with Section 11-16-6 of the Zoning Ordinance, subject to review and
approval of the Zoning Administrator.
m
7. Any exterior storage of waste and recycling containers shall comply with of
Section 11-18-4.0 of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
8. All utility issues shall be subject to review and approval of the Building Official.
9. All grading, drainage, wetland impacts, and erosion control issues shall be
subject to review and approval of the City Engineer.
10. The developer shall enter into a Site Improvement Performance Agreement as
required Section 11-9-7 of the Zoning Ordinance, subject to review by the City
Attorney and approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request
does not require with the provisions of the Zoning Ordinance.
C. Motion to table.
C. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
7
Site Location Map
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CIVIL & SURVEY PLANS PREPARED BY:
luBogart, Pederson
Associates, Inc.
zvCIVIL ENGINEERING %TQsiC[aaR itPt!¢d • (JteRllu¢ .So('itllavtd
LAND SURVEYING
ENVIRONMENTAL SERVICES
NCS HEADQUARTERS
QUEENS AVE NE
CITY OF OTSEGO, WRIGHT COUNTY, MN
JUNE, 2022
VICINITY MAP
Sheet List Table
Sheet Number Sheet Title
CO Cover
C1 Existing Conditions
C2 Demolition Plan
C3 Site Plan
C4 Grading Plan
C5 Utility Plan
C6 Erosion Control Plan
C7 SWPPP Narrative
C8 Details
C9 Details
DESCRIPTION
PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.
QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES
COLLECTING DATA FROM EXISTING UTILITY RECORDS, RECORDS !AY INCLUDE AS -BUILT
DRAVNNGS, DISTRIBUTION AND SERVICES ?APS, EXISTING GEOGRAPHIC INFORIATION
SYSTEM DATABASES, CONSTRUCTION PLANS, ETC.
IT
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LEGEND:
Oenefes frond iron morvmant
Denotes sethub
Dendessd lath
x 976.40 Denotes eaisdng ground e-6-
elf23] Denotes poposed ground devaF'ar
Denotes proposed tlrenage flow
O DmWes sel lrcn maumenf
Qi Deno(es / nd wst iron maremenr
xPK Denefes/ nd PK nal
Denotes set -1
XDee les/ nddrl-(WX
0 De -f—de, f disk
ODen fesfwndsfone/--monument
D Wes.1f bas'
D ales of d e lcaMet
Denotes dedncsen,ce
l: DenIXes sanitary sen'
Denotes san;fary manhde
H Denotes wate'vahe
DerrWessyn
Qa Denotes P--pde
Denotes guy nue
0T of-feteph—Wes IN
Q Denotes dedncmefar
Denotes We Wd mroe boa
O Denotes fiber oeye-1. box
loles undayrourMgas
hI3
Denofeshymant
Y
U Denotes water.Ur top
6 Denotes --Ws ,Mahead
D—tes sa76onng
D -des F'ghf pde
Dencles W
Q Doeel—%t—d'be—g
Denotes gas eeler
Den-1,oNt outlet
Denotes underground decMe
Denotes sepe'einspeW-&e
Denefesf7ared End SeeUee
I Denotes cvNed
Wetland
Deno(es rree cane s
gig
VfV.
Denotes Tree, Dedduous
L's
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Dendes(name ofsurveycg.. IS
FIDenotes biumnr--Y—
Denotes—efe sudace
Denotes gravel-ff..
0— Denotes x fence
0— Denotes eh -I R / m
Denotes barbrrire fence
D etes sfine waa
Deedes unda,—d Telephone
Dendeso emeaddea;e
Denotes undergr dfiberoPv-
Denotes underground of e& c
Denotes underground gas re
YrYT C Denotes free line
Denotes ees--I
Dee— nght of way
Denotes mala mnta,r
Denotes mina wnlaur
DenIXes sanfary sewer
DenIXes slam serer
Denotes wafeArte
Denotes ense'g adlan—
Denotes wetland
DenIXes tahoad &eoks
D des low land
Deed- b0ding setback r-
PLAN REFERENCE
X
0 30'
SCALE:
1. EXISTING CONDITIONS, WRIGHTCOUNTY, MN
PREPARED BY BOGART, PEDERSON & ASSOCIATES,
INC. DATED 07/042022
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LEGEND:
REMOVE EXISTING TREES (AS INDICATED)
x
SCALE: 1" = 30'
SALVAGE (AS INDICATED) O
SAW -CUT
L-------------
ii
LEGEND:
REMOVE PAVEMENT SECTION (AS INDICATED).
REMOVE EXISTING TREES (AS INDICATED)
x REMOVE FEATURE (AS INDICATED)
SCALE: 1" = 30'
SALVAGE (AS INDICATED) O
SAW -CUT
DEMOLITION GENERAL NOTES:
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL
UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE
PROPOSED BUILDING, AS WELL AS TO ALL ONSITE AMENITIES. THESE CONNECTIONS
INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS,
ETC.
2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL
STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS
UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM
THE CITY.
3. THE CONTRACTOR SHALLVERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO
EXISTING UTILITIES PRIOR TO ANY DEMOLITION.
4. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
TREATED PRIOR TO BEING DISCHARGED OFFSITE OR INTO A SURFACE WATER. THE
DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT ITIS VISIBLY CLEAN
WATER,
5. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT
NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY
FEATURES TO REMAIN.
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA 651454-ODD2
MINNESOTA TOLL FREE 1-800-252-1166
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LANDSCAPING (TYP) -
RETAINING WALL OUTSIDE OF BUILDING
750 I
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6,000 SO FT
a 55 .. -
FFE=906.00 . • . • • • .
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ADA SIGN ATTACHED T 12,865 SO FT
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BUILDING (PER DETAIL
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PROPOSED ASPHALT PAVEMENT O
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PROPOSED CONCRETE PAVEMENT
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PROPOSED RETAINING WALL
SCALE: 1" = 30'
DTURF ESTABLISHMENT
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750 I
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6,000 SO FT
a 55 .. -
FFE=906.00 . • . • • • .
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0
BUILDING (PER DETAIL
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SITE PLAN NOTES:
1. PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF
CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.
2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED
PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.
3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION
OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION,
4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO
THE START OF CONSTRUCTION.
5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPUCABLE CITY,
COUNTY AND STATE REGULATIONS.
6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS
APPROVED BY THE CITY.
7. LANDSCAPING AND NRF ESTABLISHMENT PER LANDSCAPE PLANS &
SPECIFICATIONS.
SITE PLAN INFORMATION:
PARCELAREA:
3.14ACRESt
EXISTING ZONING:
W SPECIAL INDUSTRIAL DISTRICT
PRINCIPAL STRUCTURE SETBACKS:
FROND. 30
SIDE (CORNER): 3S
SIDE (INTERIOR): 10
REAR 20
PARKINGS SETBACKS:
FROM PUBLIC RIGHT OF WAY: 15
INTERIOR SIDE AND REAR: S
SITE DATA EXISTING PROPOSED
BITUMINDUSAREA OSF 25.295 SF
CONCRETEAREA OSF1,069 SF
SUILDINGAREA 0SF 18,865SF
PERVIOUSAREA 136.899SF 91,6708F
TOTALAREA /36.899 SF 136.899 SF
IMPERVIOUS/TOTAL 0% 33.0%
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA 651-0544)002
MINNESOTA TOLL FREE 1-804252-1166
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984
TEMPORARY ROCK CONSTRUCTION ENTRANCE
EROSION CONTROL BLANKET (PER DETAIL)
GRADING LIMITS AND PROPOSED
TEMPORARY SILT FENCE
FIBER -LOG ROLLS
PROPOSED RIP RAP
NEW TOP -BACK OF CURB ELEVATION
NEW FLOW LINE OF CURB ELEVATION
NEW SIDEWALK ELEVATION
NEW TOP OF PAVEMENT ELEVATION
NEW TOP OF GRAVEL ELEVATION
NEW FINISHED GRADE ELEVATION
EXISTING ELEVATION
PROPOSED CONTOUR
PROPOSEDSLOPE
EMERGENCY OVERFLOW
TEMPORARY SEDIMENT FILTER- HIGH FLOW
GRADING GENERAL NOTES:
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SCALE: 1" = 30'
1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT
THE ENGINEER BEFORE BIDDING THE PROJECTAND BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS
WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND
COMMENCING WORK.
3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND
DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES,
ETC.).
4. CONTRACTOR SWILL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE
WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR
PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY
LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO
THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS
PRIOR TO BIDDING THE PROJECT.
5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED
IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE
HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE
THE SLOPES BY GENERAL CONTRACTOR.
6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED
OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS
OTHERWISE SHOWN.
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INSTALL CABLED OR
INTERLOCKING
CONCRETE PER CITY
DETAIL
LEGEND:
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
PROPOSED FITTING
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
PROPOSED SANITARY MANHOLE
PROPOSED FLARED END SECITON
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED GATE VALVE & BOX
PROPOSED HYDRANT
PROPOSED CLEANOUT
PROPOSED RIP RAP
UTILITY GENERAL NOTES:
12
I W0
SCALE: 1" = 20'
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.
2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK
AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT
LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.
3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH
GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES
AND/OR PAVEMENTS TO REMAIN.
4. THE CONTRACTOR SWILL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS
EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT
THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.
5. WATER LINE TO MINIMUM 8.0 FEET DEPTH.
U. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH
NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.
T. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE
BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.
8. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE SCHDULE 40.
9. ALL STORM SEWER SHALL BE PVC SCHEDULE 40 WHEN LESS THAN 8' IN DIAMETER. ALL
RCP STORM SEWER SHALL BE CLASS V PIPE UNLESS OTHERWISE NOTED. ALL HDPE
STORM SEWER SHALL BE DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE AND
SHALL CONFORM TO AASHTO M330.
10. ALL WATER LINES 4' OR GREATER SHALL CONFORM TO ANNA C99D OR GRADE PE -3408
OR GRADE PE4710 PIPE AND SHALL BE RATED FOR 200 PSI. ALL WATER LINES LESS THAT
4" SHALL CONFORM TO ANNA C901 SIDR 7 (HDPE WATER LINE) OR TYPE K COPPER PIPE.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING
BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.
12. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT
WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY,
STORM SEWER SERVICE INSTALLATION.
13. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL
HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE.
14. CORPORATION STOP SHALL BE FORD MODEL # FB1001-&IDR7-NL OR A.Y. MCDONALD
MODEL # 74701B-33.
15. TAPPING SADDLE SHALL BE FORD MODEL # FS323 OR A.Y. MCDONALD # 372.
16. CURB STOP SHALL BE FORD MODEL # 866-666M4DR7-NL.
17. CURB BOX SHALL BE FORD MODEL # EM23D-56 OR A.Y. MCDONALD # 5614.
18. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
TREATED PRIOR TO BEING DISCHARGED OFFSITE OR INTO A SURFACE WATER. THE
DISCHARGE SWILL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER.
NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS.
19. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN
PROPOSED WORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY WILL BE REPLACED
IN KIND.
20. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL,
UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED.
21. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL
DRAWINGS.
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EROSION CONTROL NOTES:
1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE
CONSTRUCTIONIGRADING LIMITS SHOWN.
2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S
STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS
AND COMPLY WITH ALL PERMIT REQUIREMENTS.
3. THE SITE SOIL EROSION SEDIMENT CONTROL FACI LITI ES SHALL BE INSTALLED
PRIOR TO ANYDEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM
WITH THE STANDARDS SPECIFIED BY THE PERMIT.
4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE
ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE
RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR
PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF
DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION
AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA.
5 ALL GRAGRADING OPERATIONS SHALL BE CONDUCTED IN A MANNERTO MINIMIZE THE
POTENTIAL FOR SITE EROSION.
D SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED6. THE SITE SOIL EROSION AN IM NT NT I
D ED O CONFORM THE STANDARDS SPECIFIED BY THE CITY OF XANMAINTAINTWITH
AND THE MPCA.
7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF
ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE
RESTORED.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION
CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF
PERMANENT VEGETATION IN SAID AREAS.
9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFFSITE AREA SHALL BE
REMOVED DAILY.
10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED
PRIOR TO ANY GRADING OPERATION.
11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND
VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND
MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE
TO MNIDOT 2575.
12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MNIDOT SEED MIX, MULCHED,
FERTILIZED 8 DISK ANCHORED, PER THE FOLLOWING SCHEDULE:
SEED MIX 25-131: 220 LBIAC.
FERTILIZER 225-10: 350 LB/AC.
MULCH TYPE 3: 2 TONSIAC.
13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN
ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR
AND DEVELOPER REQUEST
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STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:
GENERAL INFORMATION
THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R100D001 FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.
PROJECT NAME: NCS HEADQUARTERS
LOCATION: QUEENS AVE NE OTSEGO MN, WRIGHT COUNTY
LATILONG: 45.23212166849231,-93.55137524400914
DESCRIPTION OF CONSTRUCTION ACTIVITY:
DEVELOPMENT CONSISTS OF SLAB ON GRADE BUILDING CONSTRUCTION, PAVING, GRADING,
UTILITY INSTALLATION, AND TURF ESTABLISHMENT.
PROJECT CONTACTS
RON TOUCHETTE AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATIONOFTHE
SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION
PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION.
SWPPP PREPARATION:
SWPPP PREPARER: CHRISTOPHER DARN
BOGART, PEDERSON 6 ASSOCIATES
TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2022)
ADDRESS: 13076 FIRST STREET
BECKER, MN 53308-9322
TELEPHONE: 7632628622
LEMAI. CDAHNB BOGART-PEDERSONCOM
OWNER:
OWNER CONTACT: ROTI TOUCHETTE
ADDRESS: 7078 EAST FISH LAKE ROAD MAPLE GROVE, MN 55311
TELEPHONE: (612)
643A57777
EMAIL; RON@ROCKSOLIDCOS.COM
CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR):
BUSINESS NAME
OWNER NAME
MAILINGAODRESS
CITYTELEPHONE
EMAILCONTACT NAME
MAIUNGADDRESS
CITYTELEPHONE
EMAIL
START DATE / / (TOBEFILLEDINBYCONTRACTOR)
COMPLETION DATE / ( (TO BE FILLED IN BY CONTRACTOR)
PERMANENT STORIAWATER DESIGN CALCULATIONS:
SEE HYDROLOGY REPORT FOR MORE INFROMATION. AN UNDERGROUND STORAGE SYSTEM
SHALL BE USED. CONTACT BOGART, PEDERSON. AND ASSOCIATES FOR REPORT.
DESCRIPTION OF EROSION CONTROL ACTVITY:
EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENT
THROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION
ENTRANCE PLACEMENT.
CUMULATIVE IMPERVIOUS SURFACES:
AREA OF DISTURBANCE: 1.75 ACRES
PRE -CONSTRUCTION IMPERVIOUS AREA GOD ACRES
POST CONSTRUCTION IMPERVIOUS AREA 0.92 ACRES
NEW IMPERVIOUS AREA 0.92 ACRES
RECEIVING WATERS:
STORM WATER FROM THIS SITE WILL BE DISCHARGED TO WETLAND PARTIALLY LOCATED ON
SUBJECT PROPERTY. THIS THEN DRAINS TO A REGIONAL POND AND THEN TO THE CROW
RIVER.
PLANS AND SPECIFICATIONS
THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:
THE PROJECT LOCATION AND CONSTRUCTION LIMITS.
LOCATIONS OF IMPERVIOUS SURFACES.
LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).
STEEP SLOPE LOCATIONS.
LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
BMP'S TO BE INSTALLED ON THE PROJECT.
THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BAPS TO BE
INSTALLED ON THE PROJECT.
IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
TREATED PRIOR TO BEING DISCHARGED OFFSITE OR INTO A SURFACE WATER. THE
DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN
WATER.
TEMPORARY SEDIMENT CONTROL PRACTICES
DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE
PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS.
TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE
DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THE
GRADING OPERATIONS PROCEED.
TOPSOIL PLACEMENTALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS
TO BE SPREAD BYALOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE
SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS.
INSTALLATION OF MWDOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THE
EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA
ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT
CONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE
INSTALLATION ALONG THE TOE OF SLOPE
ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS VVETLAND AREAS
ARE TO BE STABILIZED WITHIN 7 DAYS.
TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS
ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER,
A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE
PROJECT ENTRANCE ON QUEENS AVE NE.
STREET SWEEPING OF THE PAVED SURFACES WILL BE REQUIRED AS DIRECTED BY THE
ENGINEER.
TIMING OF EROSION CONTROL:
SILT FENCE AND SEDIMENT LOGS WILL BE INSTALLED PRIOR TO CONSTRUCTION.
RIPRAP AND FILTER BLANKET WILL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT
THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION
WHEREVER CONSTRUCTION WALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS.
STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN
THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.
AREAS THAT ARE WITHIN 20D FT OF A PUBUC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETING
CONSTRUCTION DURING PERIODS OF'WORK IN WATER RESTRICTIONS' FOR TIME PERIODS DECLARED BY THE
DNR.
THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED.
ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHER
TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED.
STREET SWEEPING TO BE PROW DED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREET
SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY.
APPLYING MULCH, HYDROMULCH, TACKIFIE R, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES
IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF ATEMPORARY OR PERMANENT DRAINAGE DITCH OR
SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED.
INSPECTION AND MAINTENANCE ACTIVITIES
CONTRACTORS LL BE RESRESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALLTHEIHAPR
OPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT
CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE
DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR
SHALL BE FULLY RESPONSIBLE FOR THE SWJPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE
FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPGA
THE CONTRACTOR IS TO PROVIDE ATRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION,
INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT
INDMDUAL IS TO BE IDENTIFIED AT THE PRE -CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES
THEREOF.
THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE
EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT
GREATER THAN 0.5INCH ES IN 24 HOURS.
AIN PECTION FORM WILL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND
SEDIMENT CONTROL BAPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE
NEXT BUSINESS DAY.
PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE
OR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE.
TRAINING DOCUMENTATION:
SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR)
NAME OF INDIVIDUAL
OVERSEEING S INSPECTING
DATE OF TRAINING
NAME OF INSTRUCTOR
ENTITY PROVIDING TRAINING
CONTENT OF TRAINING
TOTAL HOURS OF TRAINING
BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)
NAME OF INDIVIDUAL
OVERSEEING S INSPECTING
DATE OF TRAINING
NAME OF INSTRUCTOR
ENTITY PROVIDING TRAINING
CONTENT OF TRAINING
TOTAL HOURS OF TRAINING
POLLUTION PREVENTION
FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO
MINIMIZE EXPOSURE TO STORMWATER RUNOFF.
ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL
OR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN
ACCORDANCE TO STATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24
HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ONSITE ARE TO BE MONITORED FOR LEAKS AND
SUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR
SPILLS.
PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A SI -WEEKLY BASIS
CONCRETE BATCH TRUCKS WILL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON
THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE
LOCATION AS PROVIDED BY THE OWNER.
FINAL STABILIZATION
FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM,
PERMANENT VEGETATION.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE
OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA
DESCRIPTION TITLE LOCATION
EROSION CONTROL DETAILS CONSTRUCTION DETAILS Co. C9, d C70
EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C6
24 HOUR MPCA EMERGENCY NOTIFICATION
TELEPHONE NUMBERS: 651-649-5451
SDO-422-0798
ESTIMATED QUANTITIES
THE FOLLOWING GUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROL
BMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA
POLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY
ADDITIONAL ANDIOR REPLACEMENT BMPS QUANTITIES WILL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT:
ITEM UNIT ESTI MATED INITIAL QUANTITY
TEMPORARY CONSTRUCTION ENTRANCE EE 1
TEMPORARY SILT FENCE LF 1375 FT
EROSION CONTROL BLANKET SO YD 3511
PART i GENERAL
1.01 SECTIONINCLUDES
A PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS,AND STORM AND SANITARY
SEWERS DIE TO CONSTRUDTIONACTIVITIES.
1.02 REFERENCESTANMROS
A GENERALPERMIT AUTHDRIZATION TO DISCHARGE STORM WATERASSOCIATED WIITH CONSTRUCTION
ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM. MINNESOTA PERMIT NO: MN
R100001.
1.03 PERFORMANCEREQUIREMENTS
A COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION AND
SECIMENTCONTROL
S. DO NOT BEGIN CLEARING, GRADING. OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACE
COVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED: FURNISH ALL DOCUMENTATION REQUIRED TO
OBTAIN APPUCABLE PERMITS.
1. OBTAW AND PAY FOR PERMITS REOUIREO SY AUTHORITY HAWING JURISDICTION.
C. TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE
PRECIPITATION OCCURS.
O. EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIES
CAUSEO BY WATER LEAVING THE PROJECT SITE WE TO CONSTRUCTIONACTNITIES FOR THIS PROJECT.
1. PREVENTTRACKING OF MUD ONTO PUBUC ROADS OUTSIDE SITE.
2. PREVENT MUDAND SEDIMENT FROM FUMING ONTO PAVEMENTS.
E. SEDIMENTATION OF WATERWAYS OFF SIZE: PREVENTSED MENTATION OF WATERWAY60FF THE PROJECT
SITE. INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARY
SEWERS.
1. IF SEDIMENTAMONOCCURS, INSTALL OR CORRECTPREVENTIVE MEASURES IMMEDIATELY AT NO COST TO
OWNER: RE O SIMOSEUMBaS;COMPLYWITHREQNREMEITUTSOFAPITIES HAVINGMVEDEPo
JURISDICTION.
F. MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN
ESTABLISHED.
PART2 PRODUCTS
2.01 MATERIALS
L TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTAUTTO COMMON SOIL CHEMICALS,
MADE\Y,AND INSECTS; NON-BIODEGRAMBLE; IN LONGEST LENGTHS POSSIBLE: FABRIC INCLUDING SEARS
PITH THE FOLLOVANG MINIMUM AVERAGE ROLL LENGTHS:
1. AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED INACCORDANCE WATHASTM 04751.
MI2PERTTIVITY:O.USSECti1.MJMMUM.WHENTE MDINACCORMNCEVaTHASTMD4491.
3. ULTRNVIOLETRESISTANCE:RETAINING AT LEAST 70 PERCENTOFTENSILE STRENGTH, WHEN TESTED IN
ACCOM D435YDANCEWITHASTD4355M AFTER 500 HOURS EXPOSURE.
4. TENSILE STRENGTH 100 LBF, MINIMUM, IN CROSS -MACHINE DIRECTION; 1241JLF, MINIMUM, IN MACHINE
DIRECTION; MEN TESTED IN ACCORDANCE WITH ASTM 04632.
S. ELONGATION: 15 TO 30 PERCENT. WHEN TESTED IN ACCORDANCE WITH ASTM 04632.
S. TEAR STRENGTH: 55 LBF, MINIMUM, WHEN TESTEDINACWRDANCE WITH ASTM D45W.
7. COLOR:MAN)FACTURERSSTANDARD,YATHEMBEOMEMANDFASTEtIERUNESPREPRINTED.
S. SILT FENCE MSTS:ONE OFTHE FOLLOWING, MINIMUM 5 FEET LONG:
a. SMELLLOR TSECTION, VATH WMMUM MASS OF 1.37 LB PER UNEAR FOOT.
I, SOFTWOOD, 4 BY 41NCHES IN GROSS SECTION.
c. HARDWOOD, 2 BY 21NCHES IN CROSS SECTION.
B. TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THE
REQUIREMENTS OF MNOOT SPEC. 3897.
1. SHALL BE ONE OF THE FOLLOWING.
SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL.
C. TEMMPARY SEDIMENT FILTER.
1. SHALL BE ONE OF THE FOLLOWING.
a. DROP-IN SEDIMENT FILTER UNIT THAT INS ERTS INTO THE INET.
1) SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS. INC.. OR EQUAL.
a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS.
D. TEhiMRARY ROCK CONSTRUCTION ENTRANCE.
1. ROCK SHALL BE CLEAN 1 TO 2INCH WASHED ROCK
E. TEMPORARY SLOPE EROSION PROTECTION.
1. SHALL BEONE OFTHE FOLLOWING -
CONTROL BLANKET.
1) SHALL CONSIST OF A 1IIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHED
BETWEEN M ATTACHEDTOPAt BOTTOMUYEROFNETBACKING.
2) THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT W STABILIZATION FOR
BREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON.
3) STOLES USED TO ANCHOR THE BLANKETS SHALL BE LLSHAPED, 11 CAUSE OR HEAVIER STEEL WARE
HAWING A SPANMDTINOF 1 INCHANDA LENGTH OF B INCHES OR MORE FROM TOP TO BOTTOM
RATER BENDING.
4) THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE:
1)OEO4YNTHEMCS.INC.,-LMOLOK 52.
b)NGRTHAMERLGM GREEN -5150.
P)OR EQUAL.
b. BONDED FIBER MATRIX.
1) THE FIBERS SHALLUSE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MIMMUM OF 25%OF
THE FIBERS SHALLAVERAGE 10.16 MM (OA RICHES) IN IENGTIIAND50%OR MORE SHALL BE
RETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH A
WATER SOLUBLE, NON-TOXIC DYE, M AID IN UNIFORM APPLICATION OVER THE SITE.
2) THE BINDER SRAM BE A HYDRO COLLOID BASED (GUM GUM) WITH ADDED SLOW-RELEASE AND
AGRICULTURAL BASED FERTILIZERS.THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPON
REWETTING.
3) THE BFM SLURRY SHALL MY TO FORMA CRUSTAPPROXIIMTELY 38 MM (110 TO IN INCHES) THICK
ADHERING TO THE SOILSURFACE.
4)THE MOISTURE CONTENTOF THE MATRIX SHALL BE 12%+1-3%BY WEIGHT.
5) THE MATRIX SHALL MMISTOF WTERWLS TRATME IDD%BIOMGPAWBLE MM IW%BENMCNL
TO PLANT LIFE.
6) THE MATRIX SHALL PROVIDE I00%CONRMAUS COVERAGE ANDSHALLPAVE W HOLES GREATER
THAI IMM INSIZE.
7) THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TO
APPLICATION.
5) THE BFM MILCH: WATER RATIO SHALLBE AS K4NUFACTURER RECOM1IMENDATIONS. THE MINIMUM
BFM MULCHTO WATER RATIO IS SOLJJS BFM MULCHMD 100 CILLOSIS WATER. THE WATER RATE WILL
VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS. DEPENDING ON WHICH OF THE
PRODUCTS IS USED.
9) THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE.
a)ECOAEGI S - MANUFACTURED BY CANFOR.
b)SOIL GUARD- IMNUFACTUREO BY MAT, INC.
I)CONWED 3000 -MANUFACTURED BY CONNED FIBERS, INC.
F. TEMPORARY PUMPED SEDIMENT CONTROLDEVICE.
I. NON -WOVEN GEOTEXTILE FABRIC SEWN INTOA BAG USING A DOUBLE NEEGM MACHINE AND HIGH
STRENGTH THREAD.
a. SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF SX&ItCH AS PER ASTM D4893 AND MEET OR
EXCEEDTHEFOLLOWING.
1) GRAB TENSILE OF 205 LBS AS PER ASTM D 4632.
2) PUNCTURE OF 110 LBS AS PER ASTM D 4833.
3) FLOW RATE OF 95 GAUWNSF AS PER ASTM D 4491.
Q PERMITTIVITY OF 1.5 SEF/ AS PER ASTM D 4491.
5) MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786.
67 AOS% OF 60% US SIEVE AS PER ASTM D 4751.
ZS UT LARGE ENOUGH TOACCOIMIODATE A 41NCH DISCHARGE HOSE WITH STRAP TOME UNIT CLOSED.
3. SHALL BE ONE OF THE FOLLOWING.
a. DIRMAG.
1) ACF ENVIRONMENTAL INC., 283% CARDMJ_ ROAD, RICHMOND, VIRGINIA 23234, 8004483636.
b. DANDY DEWATERING BAG.
1) DANDY PRODUCTS, INC.. P.O. BOX 1980, WESTERVIIJE, OHO 43086, 800591.2284.
e. OR EQUAL
PMT3 EXECUTION
3.01 PREPARATION
A SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.
B. THE CONSTRUCTION SITE OPERAMRSH41A. FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATER
PERMIT ND, MW R100001.
C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNERS SIGNATURE.
AND SUBMIT TO THE MPCA.
1. PROVIDE A SIGNED COPY TO THE OWNER
FOSTER LAKE
IMPAIRED WA
3.03 INSTALLATION
A.TEMPORARY ROCK CONSTRUCTION ENTRANCE.
1. THE ROCK AREA SHALL BEA MINIMUM OF S INCHES DEEP, EXTENDTHE FULL WIOTH OFTHE
EGRESS AREA AND SHALL BEAT LUST50FT LONG, HOWEVER, LONGER ENTRANCES NAY BE
REQUIRED TOADEQUATELY CLEAN THE TIRES.
2. GEOTEXTILE FABRIC MAYBE USED TO PREVENTMIGRATION OF MIA FROM THE UNDERLYING SOIL
INTO THE ROCK
S.W PARYSILTFENCES:
1. STORE AND HANDLE FAMIC IN ACCORDANCE WITHASTM 04873.
2. USE NO.IINAL M INCH HIGH BARRIERS, MINIMUM SO INCH LONG POSTS SPACEDAT 6 FEET MAXIMUM
SPACING.
3. EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH S INCHES OF
FABRIC W D FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT.
4. MINIMUM POST EMBEDMENT.
a. STEEL MST =24INCHES. MINIMUM.
b. WOOD MST =15INCHES. MINIMUM.
S. DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH: SPLICE AT POST ONLY.
OVERLAPPING AT LEAST 15 INCHES, WITH EXTRA POST.
S. FASTEN FABRIC TU WOOD POSTS USING ONE OF THE FOLLOWING:
a. FOUR NAILS PER POST MH W4 INCH DIAMETER FLAT OR BUTTON HEAD,1 INCH LONG, N O 14
GAGE, O.OB3INCH SHINK DIAMETER.
b. FIVESTAPLES PER POST WITH AT LEAST 77 GAGE, 0.04 IWH WIRE.3I41tCH CROWN WROTH
AND 1Q INCH LONG LEGS.
T. FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS.
0.TEMPORARYSEDIMENT LOGS:
1. PERIMETER CONRROLSHOULDSEINSTALLEDPARALLELTO THE SASE OF THESLOPEOROTHER
DISTURBEDAREA.
2 6TAKESSHOUND IN TLLEMSADTIiO0HTNDDLEOFTHEPERIMETERCONTROLONIOFT
CENTERS USING 2 INSTAKES. N T BY
I
UWOODENSTAKES.
INTHEEVENT STAKING ISNOT ALL.E US I.E.,WHENPERIMETER CONTROL
CONTO
T P U'STA,
LIZEWONCRETEBLOCKS
SFW.L BE USED BEHIND TI/E PERIMETER
CONTROLTO MEIP STABILIZE W WING RAIN EVENTS.
D. TEMPORARY SEDIMENTFILTERS.
1. DROP-IN SEDIMENT TRAP.
a. RACE AS RECOMMENDED BY THE MANUFACTURER
E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.
1. INSTALLAS PER MANUFACTURERS RECOMMENDATIONS.
F. TEMPORARY SLOPE EROSION PROTECTION.
1. PLACEATANYANDALL FINISH SLOPES TFNTARE STEEPER THAN IUHAV.
2. SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALUNG TEMPORARY SLOPE
BROSIONPROTECTICN.
3. BONDED FIBER MATRIX.
a. INSTALL THE BFM AS PER THE MANUFACTURERS INSTRUCTIONS WITH THE FOLLOWING MINIMUM
GUIDELINES.
1) THE BFM SHALLBE MPUED WITH HYDRAULIC SPRAY EQUIPMENTBY A MMUFACTURERS
CERTIFIEDAPPLICATOR.
2) APPUCATIOtJ SHALL BE DONE AT LEAST 24 HAIRS IN ADVANCE OF PROJECTED RAINFALL M
ALLOW THE BFM MULCHADEQUATE TIME TU DRY.
3) THEBFMMULCHSM4 BEAPPUEDINTWOSTAGES(ONE-HALFRATE)WITHAMPLEMMETO
DEWATERTHE FIRST APPUCATION.
4) THE BFM MULCH SHMLBE APPLIED FROMAT LEASTTWO ALTERNATE DIRECTIONS,
PREFERABLY SO DEGREES "MT. IF POSSIBLE, TO ENSURE ALL SOIL FACES ME COVERED.
5) THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PERACRE. MIMMUMAND
100% COVERAGE.
4. EROSION CONTROL BLANKET.
a. INSTALLAS PER MANUFACTURERS RECOMMENDATIONS.
3.04 MAINTENANCE
AANSPECT PREVENTIVE MEASURES WEEKLY, IWTI4N 24 HOURS AFTER THE END OF ANY STORM THAT
PRODUCES OS INCHES OR MORE RAINFALLAT THE PROJECTSITE, AIG ONLY WRING PROLONGED
RAINFALL
B. REPAIR DEFICIENCIES IMMEDIATELY.
TE RARYSILT FEMM
1. PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED.
2. REMOVE SILT DEPOSITS THAT EXCEEDONE-THIRD OF THE HEIGHT OF THE FENCE.
3. REPAIR FENCES THATME UNDERCUT SY RUNOFF OR OTHERWISE DAMAGED, WHETHER BY
RUNOFF OR OTHER CAUSES.
D. TEMPORARY CONSTRUCTION EXIT.
1. PI:RIODICAGOITIONOFRMK,ORMWVALANOREPLACEMEWOFPAOSHALLBEPROVIDEDAS
VOIDS BECOME FlLLEDWITH SOIL.
E. TEMPORARY PUMPED SEDMENTCONTROL DEVICE.
1. REPLACE THE UNIT MEN 12 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW
RATE OF THE RUMP DISCHARGE TO AN IMPRACTICAL RATE.
F. PUCE SEDIMENT IN APPROPRIATE LOCATIONS ONSITE; DO NOT REMOVE FROM SITE.
3.05 CLEANUP
A. REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION NNS BEEN ESTABUSHED.
B. WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TOM
ACCEPTABLE GRADE AND FINISH TO MWTCHADJACENTGROgA SURFACES.
ENG OF SECTION
0.5 MI 1 MI
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SITE LOCATION
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WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED
MUST BE INSTALLED WITH PAPER SIDE DOWN.
REFERENCE NOTES:
ONLY POLYPROPYLENE PIPE PP ALLOWED IN VEHICLE TRAFFIC
PATH APPROXIMATELY 12' (30cm) OF BLANKET EXTENDED BEYOND THE
UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW
AREAS. CORREGATED POLYETHYLENE (CP) OR HIGH DENSITY OF STAPLES/STAKES APPROXIMATELY 127 (30cm) APART IN THE BOTTOM OF y 12• 12'
POLYETHYLENE (HDPE) ONLY ALLOWED IN GREEN AREAS. THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. rDlArlAPPLYSEEDTOCOMPACTEDSOILANDFOLDREMAINING12' (30cm) PORTION
PIPE BEDDING SHALL BE FINE AGGREGATE BEDDING PER MNDOT OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET SUBGRADE
Z
3149.G.1 OF SELECT GRANULAR MATERIAL PER MNDOT 3149.8.2 OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED SITE PIPE BEDDING TO EXTEND TO 6IN
IAPPROXIMATELY12' (30cm) APART ACROSS THE WIDTH OF THE BLANKET. I I ABOVE TOP OF PIPE FOR NON -CONCRETE I-
FINISHED GROUND_
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED
PIPE
a'T.`i t`•' TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS MIN NITIAL COMPACTION ATj \ AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING DOT a:iT a, ;•„ ;t •;A y: PIPE
w
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ULD EACHOPTIDNALOFSYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED GOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
STAPLES STAGGERED 4' (10cm) APART AND 4' (10cm) ON CENTER TO
I
MECHANICNT
AL TAMPER
DIA `,
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vV w u a' SECURE BLANKETS.
PIPE BEDDING – '.
12' 30cm APART IN A 6• 15cm DEEP X 6 15—) WADE TRENCH.
SITE PIPE BEDDING
4'MIN — - - e1="T: II- BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE OF THE
I11
I
OVERLAPPING BLANKET ( BLANKET BEING INSTALLED ON TOP) EVEN WITH THE w
HAUNCH-'• ' i '.. \ COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. Q
AREA-(TYF.).
A DOUBLE ROW OF STAPLES STAGGERED 4• (10=) APART AND a (10em)
ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL
BEDDING MATERIAL PER MWDOT SPEC 2149.2F COMPACTED
7095%6TANDARD PROCTOR DENSITY
F •,`>'.'',\.,...
CHANNEL INSTALLATION IN A 6• (15cm) DEEP X B• (15cm) WIDE TRENCH. BACKFILL AND COMPACT Z
Q = INSIDE DIAMETER
4"-6" PIPE BEDDING. D® 0 PIPIN) IA MAXIMUM COVEPIP F1
NOT COMPACT BY ANY =
OUTSIDE DIAMETER (
tz tz 1a C
THE TRENCH AFTER STAPLING.
A
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N.T.S. a GiIoS
MEANS PRIOR TO PIPE 15 12 16
PLACEMENT. t8 12 1a
24 12 16
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CONSTRUCTION NOTES: 15 om) 1/21N DIAMETER RBNFORCING STEEL SPACED AT i8N ON CENTER EACH WAY O
w qa = 3
i. MAXIMUM NOMINAL PIPE DIAMETER IS 48" FOR STORM SEWER AND CULVERTS. 1 sQ z
2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF PLASTIC PIPE IS i". j CRITICAL POINTS o m O 14
3. PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM
11
r• A. OVERLAPS AND SEAMS
18' 18' v cD
PIPE INSTALLATION, EMBEDMENT COMPACTION, OR DEFLECTION TESTING IN F^^^ 10 cm)
B, PRD CTED WATER LINE
c. CHANNEL BOiiOM SIDE
v
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STANDING WATER.
1 SLOPE vERTICEs u
4. BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON 1elf
7' 7-1 2" CONCRETE
Z
I s UEACHSIDEOFTHEIPEUPTO12" ABOVE THE PIPE WHEN COMPACTED. CH I E P 1 d
2 09 r —
5. A PASSING DEFLECTION TEST IS REQUIRED FOR ACCEPTANCE OF PIPE. 0 5cm-125un) NOTE zaE E
L SHALLOW COVER FROM DAMAGE FROM HEAVY6. PROTECT AL PIPE UNDER SHA 0
LOADING DURING CONSTRUCTION AND PER MNDOT 2501 & 2503.
HORIZONTAL STAPLE SPACING SHOULD 6' AGO BASE
ry
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6. BE ALTERED IF NECESSARY 70 ALLOW
TAP T CSTAPLES0SECURETHECRITI AL gym c w
E EL SURFACE. POINTS ALONG THE CHANNEL Ad=w`t
0PLASTICPIPECOVERANDBEDDINGREQUIREMENTSF R
i ?ijyt:;{(:g((:}};(:. iiii"r?iii`•iiii 10cm- 15cm •
IN LOOSE SOIL coNDlnoNs. THE USE
OF STAPLE OR STAKE LENGTHS GREATER
UNLESS SHOWN OTHERWISE ON THE PAYING PLAN
Enm c U
vSTORMDRAINSCALEANDCULVERTS
15 cm) \ \\;::;:; «<•««.«;«•• ` .
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THAN 6• (15 cm) MAY BE NECESSARY
TO PROPERLY ANCHORi THE BLANKETS.
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d a a o m pt49z._ 2 m d m V) APPROVED
3_19REVISE 6 OLLSG P
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STANDARD PLATE N0.
4 5 EROSION CONTROL BLANKET 3' WIDE CONCRETE VALLEY GUTTER
REVISED
N1NN[OOTA N.T.S. N.T.S.
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36' Lu v% Z
FLOVrLINE EXTEND SUBGRADE PREPARATION AND AGGREGATE 845E W
WPLACEMENT121NBEYONDEDGEOFPAVEMENTV.HEN
ADJACENTTO EXISTING OR NEW TURF
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U WtiOetQwm¢ 1/2 INCH ISOLATION WH
ADJACENT TO CONCRETE
PAVEMENT 0 z¢
1.5'
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FLOWUNE
1.5' BITUMINOUS WEAR COURSE
BITUMINOUS BASE COURSE
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N.T.S. N.T.S. U_I LL.I :3
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1/4 INCH STEEL CAP
WELDED AND GROUND SMOOTH
6" MINIMUM LLI
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IN SCHEDULE 411 STEEL PIPE6
1"-2" WASHED ROCK
K QF -
EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE Q LIJ
PLACEMENT 12INEXISTINGOEDGEOFPAVEMENTYMEN LuADMEXISTINGCENTTOORNEWTURF
o Lu Lu LLJ
MSH GRADE
1/21N DIA REINFORCING D-6' REINFORCED CONCRETE
ROCK CONSTRUCTION ENTRANCE
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N.T.S. N.T.S. s'
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MINNESOTA
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uu Q
POUR CONCRETE®
COLLAR AROUND FES CONCRETE BLOCK 1 0,. (DTOANCHORBLOCKSj '
GEOTEXTILE FABRIC 6' 6
SEC. B -B
BLOCK SHALL
Q BE BACKFILLED v
WOOD FIRER ADJACENT W/TOPSOIL mw
BLANKET MULCH PROPERTY
END UPPER
BLANKET e e eTOOVERLAPBOTTOM
NOTE1
DIMENSION E IS GIVEN ON
END OF BLANKET7
M1N BURIED IN 6" DEEP
STD. PL. 3100 & 3110. e e e
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WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED'--, B zzc
ACCORDING TO Mn/DOT SPECIFICATION 2575.31<2 WITH 5D
THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES 1
USE EQUIV. D FOR PIPE ARCH (SEE m
SHALL BE OVERLAPPED A MINIMUM OF 6". STD. PL. 3110 FOR EQUIV. D) m m . Z
Z
PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES CONCRETE BLOCK F N w
a
SHALL BE USED IN PLACE OF METAL WIRE STAPLES. 1'Q`(D"1 1 0 0 0 m o
ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS
ZFORUSETOFASTENWOODFIBERBLANKET. 3•
7 o S0
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GEOTEXTILE FABRIC ® ID
z a SEC A - A
0 0 ARTICULATED CONCRETE BLOCK SHALL BE A HANDPLACED INTERLOCKING CONCRETE U
BLOCK SYSTEM, CABLE CONNECED CONCRETE BLOCK MAT, OR APPROVED EQUAL. 3 j Z
a WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE 10 FOR PIPES GREATER THAN OR EQUAL TO USE 2.0 o r
o N
S
748",
33. Q GEOTEXTILE FABRIC PER Mn/DOT SPEC. 3733. FABRIC SHALL BE OVERSIZED A do d p
NO SCALE
w MINIMM OF 12" AND COVER THE ENTIRE AREA UNDER THE BLOCK MAT AND EXTEND o E E Z
w
a
pl UNDER THE CULVERT APRON 3 FEET. A. " 0
E IF A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS MUST BE TIED TOGETHER o (..) muPERMANUFACTURERSSPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHEDgo9•- 0 0[ H
o EDGES SHALL BE CUT FLUSH TO THE BLOCK. a ;w 0
ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET a LL
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PROPOSED RECAST CONCRETE ADJUSTMENT RINGS LL) U) SRN
BUILDING 0 W I&
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REFER TO OPTIONS
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STRUCTURES DETAIL)
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ABOVE GROUND
AS APPROVED
BYPTION
S132 GEOTEXTILE FABRIC
THE CITY ENGINEER. Z
6"X6•' EARTH FILL
I PERFORATED DRAIN TILE
N +T'
OCcASTINGPERSPECIFICATIONS
INTERNAL CHIMNEY SEAL W W 3
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UNDISTURBED SOIL
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SHEET NO.
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PRECAST CONCRETE MANHOLES SHALL MEETASTM C478 AND ASTM C491. C9
APPROVED
0t ko STANDARD PLATE NO.
REVISED PERFORATED DRAIN TILE STORM SEWER MANHOLES
5-10-07 501
N.T.S. N.T.S.
v1-3Sep22 1
PLANNED UNIT DEVELOPMENT – CONDITIONAL USE PERMIT
FINDINGS OF FACT & DECISION
APPLICANT: GAGCO Properties, LLC
APPLICATION: Request for a Planned Unit Development-Conditional Use Permit and site and building plan
review.
CITY COUNCIL MEETING: 10 October 2022
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes
the following findings of fact:
A. The legal description of the property is Lot 3, Block 1, Autumn Woods Commercial Addition.
B. The property lies within the East Sewer District and is guided industrial land uses by the 2012 Otsego
Comprehensive Plan, as amended.
C. The property is zoned I-3, Special Industrial District.
D. The applicant is proposing to develop an office/warehouse use within two buildings; the proposed
development requires consideration of a PUD-CUP and site and building plan review.
E. The Planning Commission and City Council must take into consideration the possible effects of the
request with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of
the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Finding: The Comprehensive Plan guides the subject site for future industrial uses within the
East Sewer District. The industrial development guided for the subject site is to be smaller
scale buildings and low intensity uses similar with the character of existing uses in the area
that were established prior to the area being annexed to the City in 1994. The proposed use
is consistent with the Future Land Use Plan and policies for development within this area of
the City.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The subject site is surrounded by the existing and planned uses shown in the table
below. The residential uses to the east of the subject site are separated by an approximate
10 foot change in elevation and existing vegetation in the rear yards of the residential lots. A
mix of shade and evergreen tree plantings are recommended to the southeast of Building 2 to
provide additional screening to supplement the existing trees on the residential properties.
v1-3Sep22 2
Direction Land Use Plan Zoning Map Existing Use
North Industrial I-3 District Office/warehouse
East LD Residential R-3 District Single family dwellings (1ac. lots)
South -- -- Queens Avenue
West Industrial I-3 District Manufacturing (Canvas Craft)
3. The proposed use's conformity with all performance standards contained within the Zoning
Ordinance and other provisions of the City Code.
Finding: The proposed development will be required to comply with the applicable
performance standards of the Zoning Ordinance and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Finding: The subject site is accessed from Queens Avenue, which is designated by the 2012
Comprehensive Plan as a Commercial/Industrial Collector Street. The existing roadway has
adequate capacity to accommodate traffic that would be generated by development of the
subject site as proposed.
5. The proposed use can be accommodated by existing public services and facilities and will not
overburden the City's service capacity.
Finding: The proposed use is within the East Sewer District where urban uses are guided
based on available infrastructure. The proposed use does not require connection to utilities.
The development of the subject site will not impact City service capabilities.
F. The planning report dated 12 August 2022 prepared by the City Planner, The Planning Company LLC,
is incorporated herein.
G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 15 August
2022 to consider the application, preceded by published and mailed notice; based upon review of the
application and evidence received, the public hearing was closed and the Planning Commission
recommended by a 7-0 vote that the City Council approve the request based on the aforementioned
findings.
DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED,
subject to the following conditions:
1. The exterior finish of Building 1 and Building 2 shall comply with Section 11-17-4.E.3 of the Zoning
Ordinance.
2. The minimum setback of off-street parking stalls or drive aisle from the right-of-way of Queens
Avenue shall be subject to review and approval by the City Engineer.
3. Off-street parking areas and drive aisles shall be surfaced and surrounded by perimeter concrete
curb as required by Section 11-21-7.C and D of the Zoning Ordinance, subject to review and approval
of the City Engineer.
v1-3Sep22 3
4. A landscape plan shall be submitted as required by Section 11-19-2.B of the Zoning Ordinance and is
subject to review and approval of the Zoning Administrator addressing:
a. All areas of the subject site not taken up by buildings or drive aisles shall be landscaped with
turf or natural grass.
b. A mix of shade and evergreen trees shall be planted east of the off-street parking area and
south of Building 2.
c. Shade trees shall be planted in the yard south of the off-street parking area at 50 feet on
center.
d. Tall evergreens or clumps of tall growing native grasses shall be planted on the north side of
Building 1.
e. Landscape areas shall be irrigated in compliance with Section 5-2-8.C.2 of the City Code.
5. All signs shall comply with Section 37 of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
6. A photometric lighting plan shall be submitted and all exterior lighting shall comply with Section 11-
16-6 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator.
7. Any exterior storage of waste and recycling containers shall comply with of Section 11-18-4.C of the
Zoning Ordinance, subject to review and approval of the Zoning Administrator.
8. All utility issues shall be subject to review and approval of the Building Official.
9. All grading, drainage, wetland impacts, and erosion control issues shall be subject to review and
approval of the City Engineer.
10. The developer shall enter into a Site Improvement Performance Agreement as required Section 11-9-7 of the
Zoning Ordinance, subject to review by the City Attorney and approval of the City Council.
v1-3Sep22 4
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 10th day of October, 2022.
CITY OF OTSEGO
By:________________________________
Jessica L. Stockamp, Mayor
Attest:
By:____________________________
Audra Etzel, City Clerk
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2022-76
APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT
FOR LOT 3, BLOCK 1 AUTUMN WOODS COMMERCIAL ADDITION
WHEREAS, GAGCO Properties, LLC (the “developer”) is proposing development of Lot 3, Block 1, Autumn
Woods Commercial Addition; and
WHEREAS, a Planned Unit Development-Conditional Use Permit and site and building plans for the
development were approved on 10 October 2022 by the City Council; and
WHEREAS, Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a Site
Improvement Performance Agreement to provide the City construction and warranty securities for the
public and private improvements and to provide the City various remedies in the event that the developer
breaches the terms and conditions of said agreement; and
WHEREAS, those obligations are outlined and memorialized in the attached Site Improvement Performance
Agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA:
1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and
GAGCO Properties, LLC is hereby approved in form subject to modification of fees, charges, and
securities as approved by City staff.
2. The Mayor and City Clerk are hereby authorized to execute the Site Improvement Performance
Agreement on behalf of the City of Otsego.
2
ADOPTED by the City Council of the City of Otsego this 10th day of October, 2022.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
223409v1
(reserved for recording information)
SITE IMPROVEMENT PERFORMANCE
AGREEMENT
(NEW CENTURY SYSTEMS, INC.)
THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated
____________________, 2022, by and between the CITY OF OTSEGO, a Minnesota municipal corporation
(“City”) and GAGCO PROPERTIES, LLC, a Minnesota limited liability company (the “Developer”).
1. BACKGROUND.
A. The Developer has submitted to the City a site plan application and conditional use
permit on property in the City of Otsego, Minnesota, located at the east side of Queens Avenue north of
CSAH No. 36, legally described on Exhibit “A” attached hereto and made a part hereof (hereinafter referred
to as the “Subject Property”).
B. The development of the above described property includes the construction two
industrial office and warehouse buildings having a total area of 24,900 square feet. Access to the property
shall be from Queens Avenue (“Improvements”).
2. CONDITIONS OF APPROVAL. This Agreement is a condition of City site plan approval and
will be recorded against the Subject Property.
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3. PLANS. The Subject Property shall be developed in accordance with the following plans
which are on file with the City. The plans shall not be attached to this Agreement. If the plans vary from the
written terms of this Agreement, the written terms shall control. The plans are:
Plan A – Site Plan
Plan B – Grading and Drainage and Erosion Control Plan
Plan C – Utility Plan
Plan D – Landscape Plan
Plan E – New Building Floor Plan
Plan F – New Building Elevations Plan
Plan G – Lighting Photometric Plan
Plan H – Traffic Control Plan
No work can occur outside of the areas indicated on the plans without modifying this
Agreement or obtaining a separate grading permit.
4. EROSION CONTROL. The Developer is responsible for obtaining an MPCA Construction
Permit for the site as well as developing a SWPPP for the site prior to issuance of a building permit. The
permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made
throughout construction must be documented in the SWPPP. All basin slopes and slopes adjacent to
wetlands must have erosion control blanket installed.
Additional erosion control measures may be required during construction as deemed necessary by
City staff. Any additional measures required shall be installed and maintained by the Developer.
5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors
a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City
in conjunction with site development.
6. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility
construction, and public street construction is restricted to access the Subject Property as approved by the
City Engineer.
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7. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay for construction observation performed by the City's in-house engineering staff or
consulting engineer. Construction observation shall include part or full time inspection of proposed public
utilities and will be billed on hourly rates estimated to be five percent (5%) of the estimated construction
cost.
8. DRAINAGE AND GRADING. All grading, drainage, erosion control, and wetland impacts
are subject to review and approval of the City Engineer, which shall not be unreasonably denied, withheld,
or delayed. The plat shall be graded in accordance with the approved grading development and erosion
control plan, Plan “B”. The plan shall conform to City of Otsego specifications. Within thirty (30) days
after completion of the grading and final establishment of ground cover or temporary stabilization
reasonably approved by the City, which shall not be unreasonably denied, withheld, or delayed, the
Developer shall provide the City with an “as constructed” grading plan certified by a registered land
surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed
on public easements or land owned by the City. The “as constructed” plan shall include field verified
elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and
elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow
areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads.
The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is
on file with the City and all erosion control measures are in place as reasonably determined by the City
Engineer. The soils observation and testing report, including referenced development phases and lot
descriptions, shall be submitted to the Building Official for review prior to the issuance of the Certificate of
Occupancy.
Retaining walls over four feet in height shall be constructed in accordance with plans and
specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota.
Following construction, a certification signed by the design engineer shall be filed with the Building Official
evidencing that the retaining wall was constructed in accordance with the approved plans and
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specifications. All retaining walls identified on the development plans and by special conditions referred
to in this Agreement shall be constructed before any other building permit is issued for a lot on which a
retaining wall is required to be built. All retaining walls must comply with the City’s engineering manual
and the City’s zoning ordinance.
9. STREETS. The Developer agrees to maintain the area of Queens Avenue under construction
for access to utilities and curb cuts until the base course bituminous surfacing has been accepted by the City.
Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the
Developer and drawn from the Developer’s letter of credit. Should the City determine that snowplowing is
necessary prior to street paving, the City will plow the street(s) prior to acceptance of the streets. The
Developer shall hold harmless and indemnify the City from any and all liability related to this snow plowing
and shall pay all costs associated with this snow plowing. Any plowing undertaken by the City shall constitute
no acceptance or evidence of acceptance of the street(s) in question.
The Developer shall complete all necessary street repaving and replacement by November 11, 2022.
If the street repaving is not completed by November 11, 2022, the City shall have the ability to draw on the
security provided by the Developer and complete the work.
10. ON SITE SEWAGE TREATMENT SYSTEMS. The Developer shall install and maintain
septic holding tanks in accordance with Section 9-5-4.D.3 of the Otsego City Code. The Developer
must install a level alarm within the tanks that includes an audible horn and strobe light visible from a
public street. The alarm must include a feature that will notify the property owner and a licensed
maintenance contractor by text message when the tank is full and the property owner and contractor
must respond to this alarm within reasonable time. The Developer shall maintain a contract on file with
the Building Official for pumping of the septic holding tanks with a licensed maintenance contractor and
shall submit records of required pumping and other maintenance to the Building Official.
11. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the
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Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control,
street cleaning, and street sweeping.
12. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape
plan. The Developer shall post a $25,365.00 landscaping security upon issuance of a building permit to
ensure that the landscaping is installed in accordance with the approved plan. All new plants shall be
guaranteed for one year from the time planting has been completed. All plants shall be alive and
in satisfactory growth at the end of the guarantee period or be replaced by the property owner.
13. SPECIAL PROVISIONS. The following special provisions shall apply to this Agreement:
A. Implementation of the conditions listed in the Findings of Fact and Decision
approved by the City Council on October 10, 2022.
B. The exterior finish of Building 1 and Building 2 shall comply with Section 11-17-4.E.3
of the Zoning Ordinance.
C. The minimum setback of off-street parking stalls or drive aisle from the right-of-way of
Queens Avenue shall be subject to review and approval by the City Engineer.
D. The Developer shall surface parking areas and drive aisles which shall be surrounded
by perimeter concrete curb as required by Section 11-21-7.C and D of the Zoning
Ordinance, subject to review and approval of the City Engineer.
E. The Developer shall submit a landscape plan subject to review and approval of the
Zoning Administrator as required by Section 11-19-2.B addressing:
1. The Developer shall landscape all areas of the subject site not taken up by
buildings or drive aisles with turf or natural grass.
2. The Developer shall plant a mix of shade and evergreen trees east of the off-
street parking area and south of Building 2.
3. The Developer shall plant shade trees in the yard south of the off-street parking
area at 50 feet on center.
223409v1
4. The Developer shall plant evergreens or clumps of tall growing native grasses
on the north side of Building 1.
F. The Developer shall irrigate landscaped areas in compliance with Section 5-2-8.c.2 of
the City Code.
G. All signs shall comply with Section 37 of the Zoning Ordinance, subject to review and
approval of the Zoning Administrator.
H. The Developer shall submit a photometric lighting plan and all exterior lighting shall
comply with Section 11-16-6 of the Zoning Ordinance, subject to review and approval
of the Zoning Administrator.
I. Any exterior storage of waste and recycling containers shall comply with Section 11-
18.4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
J. All utility issues shall be subject to review and approval of the Building Official.
K. All grading, drainage, wetland impacts, and erosion control issues shall be subject to
review and approval of the City Engineer.
14. SECURITY. To ensure compliance with the terms of this Agreement, and construction of all
public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash
escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required
under this Agreement. The issuer and form of the security (other than cash escrow) shall be subject to City
approval in its reasonable discretion. The security shall be issued by a banking institution in good standing
as determined by the City and approved by the City Administrator. The City shall have the ability to draw on
the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain
an automatic renewal provision and shall not expire until all the Development is complete and fully and finally
accepted by the City, and all terms of this Agreement are satisfied.
223409v1
The City may draw down the security, on five (5) business days written notice to the Developer, for
any violation of the terms of this Agreement or without notice if the security is allowed to lapse prior to the
end of the required term. If the required public improvements are not completed at least thirty (30) days prior
to the expiration of the security, the City may also draw it down without notice. If the security is drawn down,
the proceeds shall be used to cure the default.
Upon receipt of proof satisfactory to the City that work has been completed and financial obligations
to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security
shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which
is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve
(12) month period after the applicable work has been completed, except with respect to streets, for which the
warranty period shall be two years as addressed elsewhere in this Agreement.
This security amount shall be submitted to the City prior to execution of the Agreement. All
administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items
shall be paid to the City prior to execution of the Agreement, which are in the aggregate amount of $28,268.75.
Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining
security shall be promptly released to Developer.
15. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above
is calculated as follows:
CONSTRUCTION COSTS:
A. Streets $10,000.00
TOTAL SUBTOTAL: $10,000.00
OTHER COSTS:
A. Engineering & Surveying Construction Services (6.5%) $10,000.00
B. Landscaping $25,365.00
OTHER COSTS SUB-TOTAL $35,365.00
TOTAL – SUBTOTAL $45,365.00
TOTAL IRREVOCABLE LETTER OF CREDIT $56,706.25
FOR SECURITY (125% OF SUBTOTAL
223409v1
ESCROW
A. City Legal Expenses (Minimum Escrow) $1,500.00
B. City Construction Observation (Minimum Escrow) $10,000.00
C. GIS Data Entry Fee $250.00
ESCROW TOTAL $11,750.00
DEVELOPMENT WARRANTY LETTER OF CREDIT
A. Streets $4,000.00
B. Landscaping $2,536.50
TOTAL WARRANTY LETTER OF CREDIT $6,536.50
16. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be furnished to the City prior to the City Council signing the
final plat:
A. City Administrative (Minimum Fee) $1,500.00
TOTAL CASH REQUIREMENTS $1,500.00
17. ACKNOWLEDGEMENT. The Developer acknowledges that approval of installation of the
Improvements does not constitute a guarantee by the City of any future subdivision approvals and that the
Developer performs the work on the Subject Property at its own risk.
18. RESPONSIBILITY FOR COSTS.
A. The Developer shall pay all costs incurred by it or the City in conjunction with the
development of the Subject Property, including but not limited to legal, planning, engineering and inspection
expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of
any other plans and documents.
B. The Developer shall hold the City and its officers, employees, and agents harmless
from claims made by itself and third parties for damages sustained or costs incurred resulting from site
approval and development. The Developer shall indemnify the City and its officers, employees, and agents
223409v1
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including
attorneys' fees. Notwithstanding anything contained within this Section 21(B), Developer shall not be
obligated to indemnify or defend the City from and against claims based on any negligence or willful
misconduct by the City, its employees, agents or contractors, or the failure of the City to act in accordance
with City ordinances and other applicable laws.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement, including engineering and attorneys' fees.
D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue
interest at the rate of eight percent (8%) per year.
19. MISCELLANEOUS.
A. Third parties shall have no recourse against the City under this Agreement.
B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion
of this Agreement.
C. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Agreement. 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 Agreement shall not be a waiver or release.
D. This Agreement shall run with the land and may be recorded against the title to the
Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer
has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached
hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests
in the Subject Property; and that the Developer will indemnify and hold the City harmless for any breach of
the foregoing covenants.
223409v1
E. 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.
F. Breach of the terms of this Agreement by the Developer, including nonpayment of
billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the
halting of all work on the Subject Property.
G. The Developer represents to the City that the development complies with all City,
county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision
ordinances, zoning ordinances, and environmental regulations. If the City determines that the development
does not comply, the City may, at its option, refuse to allow construction or development work in the
development until the Developer does comply. Upon the City’s demand, the Developer shall cease work
until there is compliance.
20. 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, except in an emergency as
determined by the City, is first given notice of the work in default, not less than ten (10) days in advance.
This Agreement 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 Subject Property. When the City does any such work, the City may, in addition
to its other remedies, assess the cost in whole or in part.
21. 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: 20150 75th Avenue North, Suite B, Corcoran, Minnesota 55340. Notices to the City
shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by
223409v1
certified mail in care of the City Administrator at the following address: Otsego City Hall, 13400 90th
Street NE, Otsego, Minnesota 55330.
{Remainder of page is intentionally left blank.
Signature pages to follow.}
223409v1
CITY OF OTSEGO
BY: ___________________________________________
Jessica L. Stockamp, Mayor
(SEAL)
AND __________________________________________
Audra Etzel, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF WRIGHT )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2022, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
223409v1
DEVELOPER:
GAGCO PROPERTIES, LLC
By:
Its:
STATE OF MINNESOTA )
)ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2022, by ______________________________, the ___________________________________________
of GAGCO PROPERTIES, LLC, a Minnesota limited liability company, on behalf of said entity.
______________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: 651-452-5000
AMP/smt
223409v1
EXHIBIT “A”
TO
SITE IMPROVEMENT PERFORMANCE AGREEMENT
Lot 3, Block 1, Autumn Woods Commercial, according to the plat thereof on file or of record
in the office of the County Recorder, Wright County, Minnesota. EXCEPT that part shown
as Parcel 302B on Minnesota Department of Transportation Right of Way Plat No. 86-107.
223409v1
[BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Otsego
City Hall
13400 90th Street NE
Otsego, Minnesota 55330
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned
bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____,
of (Name of Bank) ";
b) Be signed by the City Administrator or Finance Director of the City of Otsego.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2_____.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45)
days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written
notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written
notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45)
days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall,
13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days
prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be
made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice
for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored
upon presentation.
[NAME OF BANK]
BY: ____________________________________
Its ______________________________