HomeMy WebLinkAbout6.f. Request by Frana Companies, Inc. for Approval of the Final Plat for the Frana Manufacturing Facility
EXECUTIVE SUMMARY
Regular City Council Meeting: September 6, 2022
AGENDA ITEM: Request by Frana Companies, Inc., for
AGENDA SECTION:
Approval of the Final Plat for the Frana
Consent
Manufacturing Facility.
PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.f.
ATTACHMENTS: Resolution; Site Location; Final Plat; Site
Survey; Preliminary Plat; Removals Plan; Site
Plan; Grading Plan; Utility Plan; Civil Details;
Updated Landscape Plan; Architectural Site
Plan & Signage Plan; Floor Plan; Exterior
APPROVED BY: LJM
Elevations; Perspective Views; Site
Photometric Plan; Night Lighting Renderings;
Engineer’s Memo dated June 14, 2022; Parks
and Recreation Memo dated July 20, 2022;
Fire Marshall’s Memo dated July 22, 2022.
RECOMMENDED ACTION:
1. Motion to adopt a resolution approving the Final Plat for Frana Companies, Inc.,
subject to conditions.
SUMMARY
Applicant: Frana Companies, Inc.
Property Owners: CAR NAV FIVE
Location: 15902 Robert Trail South
Site Area in Acres: 13.66 Acres
Comp Plan Des.: BP-Business Park
Current Zoning: LI-PUD-Light Industrial Planned Unit Development
The Planning Commission is being asked to consider a request by Frana Companies, Inc., for approval of
a Final Plat which will allow for the construction of a manufacturing facility in the Rosemount Business
Park Zoning District. The facility will be comprised of a 61,050 square foot manufacturing facility
consisting of 56,732 square feet of manufacturing space and 4,318 square feet of office space, 83,000
square feet of outdoor storage, and an area for employee and visitor parking.
This Final Plat comes after the approval of a Preliminary Plat, Rezoning, Planned Unit Development
Master Development Plan and a Conditional Use Permit. These items were seen in front of the Planning
Commission at their July 26, 2022, regular meeting and recommended for approval by the Commission.
The City Council approved these items at their August 16, 2022, regular meeting. Staff is recommending
approval of the request, subject to the conditions listed in the recommended action.
PLANNING COMMISSION ACTION
The Planning Commission reviewed this request at its meeting on August 23, 2022. The Commission
voted unanimously, as part of its consent agenda, to recommend the City Council approve the request.
BACKGROUND
The site of the proposed manufacturing facility and office space historically has been utilized for
agricultural purposes and has never been constructed upon. The project site currently is made up of two
separate parcels, one containing 6.38 acres and the other containing 12.90 acres. The eastern parcel that
contains the 12.90 acres contains quite a bit of road right of way land along Highway 3 and goes down to
the parcel to the east adjacent to County Road 46. The project site though will only contain the 6.38 acres
of the western parcel and 7.28 acres of the western parcel. The applicant is requesting a final plat to
combine the two lots into a single parcel. The two subject parcels were previously zoned GI-General
Industrial, along with its surrounding parcels to the south and east. It was guided for Community
Commercial, but with its proximity to Highway 3 and as well as the railroad the City decided to go forward
with re guiding this site and the surrounding parcels to BP – Business Park to allow for additional types of
businesses to utilize them. Light Industrial is an allowed zoning district within the designation of BP to a
limited extent as well. Since the applicant is proposing outdoor storage as a component of the project, a
rezoning of the site to LI-Light Industrial is required due to the fact outdoor storage is a conditional use in
the LI zoning district while it is not permitted in the BP zoning district.
ISSUE ANAYLSIS
Legal Authority.
This application is a Quasi-Judicial action. The final plat application is Quasi-Judicial because the City has
a set of standards and requirements for reviewing this type of application that is described in detail below.
Generally, if the final plat meets the ordinance requirements and is consistent with the preliminary plat, it
must be approved.
Plat
The site is comprised of two parcels adjacent to and in between South Roberts Trail (Highway 3) and
Canada Circle, north of County Road 46. The principal structure will be located on the current eastern
parcel, the outdoor storage will be located in the middle of the two parcels and the entrance to the site and
the stormwater ponding will be located on the western current parcel. The applicant is requesting approval
of a final plat that would combine the two subject parcels into a single lot for the construction of the
proposed manufacturing facility and outdoor storage. The proposed final plat meets all the dimensional
standards of the LI-Light Industrial zoning district.
Land Use and Zoning
The subject property is guided for BP-Business Park and it is now zoned L1 PUD – Light Industrial
Planned Unit Development after the approval of the rezone by the City Council at their August 16, 2022
meeting. The subject property is subject to all the standards of the LI-Light Industrial zoning district and
as well as the standards contained within the PUD. The Frana manufacturing facility PUD contained
several deviations from the base standards of the LI zoning district including the following:
1. Section 11-4-15-1 F. Lot and Building Requirements: The required front yard setback from a
Principle Arterial ROW is decreased form sixty (60) feet to forty (40) feet.
2. Section 11-6-1 H. Off Street Parking Required: Fewer parking stalls than required by the city
code may be provided so long as a parking shortage does not occur. In the case of a parking
shortage, the property owner will work with staff to add additional parking onsite.
3. Section 11-5-2 C.h. Supplementary Yard Regulations: An eight (8) foot tall security fence that
will be chain linked with security slats shall be installed on the site.
Site Layout
The principal structure on the site will be an office/manufacturing facility 61,285 square feet in area. The
new facility will comprise of 4,557 square feet of office space and 56,728 square feet of manufacturing
space. The outdoor storage will consist of mostly units of lumber and covered lumber racks. The storage
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area is located to the west of the principal building on site. To the west of the outdoor storage area is
where the stormwater ponding area is located, which is east of Canada Circle and directly north of the
access driveway to the site. The employee parking area is located to the east of the facility and to the west
of Highway 3 and will comprise of 54 parking stalls. Extensive screening between the parking area and the
front of the facility to Highway 3 includes a mixed variety of landscaping all along the eastern portion of
the site and northern portion of the site along Canada Circle. The applicant is requesting to use an 8’ fence
along the northern, western, and southern perimeters of the site. The northeast corner of the site, which
will be facing Canada Circle and Highway 3, will consist of an 8’ decorative opaque fence that is
comparable to the materials of the principal structure. The remaining fence around the perimeter of the
site will consist of an 8’ chain link fence with privacy slats and colored to match the building. This type of
fencing is only permitted in the GI district, but staff is supportive of its use in the development due to the
nature of the use and the fact it will not be near any public right of ways.
A unique feature of this project is the potential for a railroad spur extension near the southwest portion of
the site near the driveway access. Though there are no immediate plans to build the spur, it is a possibility
for the site in the future.
Exterior Building Materials
The principal building will be constructed with various materials due to the east portion being office space
and the west portion containing the manufacturing area. The office portion on the east side of the building
will feature an upgraded face brick and natural limestone façade with aluminum storefront windows and
prefinished metal sunscreen canopies. The remaining areas of the building will have neutral colored metal
panels with limestone accent walls at either end. The manufacturing portion of the building will have
perimeter clerestory windows for daylighting the interiors. The building will be approximately 21-feet high
to the eaves and 28-feet high to the ridgeline, which meets the City Code requirement for building height
within the LI zoning district.
Landscaping
The landscaping plan provided by the applicant shows extensive planting along the east side of the
property, which is adjacent to Highway 3, and where the office and parking area is and as well as the north
part adjacent to Canada Circle and around the stormwater ponding area. One tree per 3,000 feet of land
area is required. This includes trees at the boulevard spaced at fifty-foot intervals. Based on a site area of
594,948 square feet, a total of 198 trees are required. The landscape plan contains the required 198 trees
throughout the site.
The City Code also requires one foundation planting per ten linear feet of building perimeter. In this case,
that equals 116 foundation plantings. The landscape plan does identify that it will provide the 116
foundation plantings. The Code also requires that the outdoor storage area be included in the calculations
of the perimeter area. The landscape plan was updated to reflect the outdoor storage perimeter area
requirement which added an additional 137 foundation plantings for a total of 253 foundation plantings to
be planted on site.
Finally, the Code requires a minimum of 5% of the parking area to be landscaped with islands and
peninsulas. Based on a parking area of 15,750 square feet a total of 787 square feet of landscaped area shall
be provided. The landscape plan meets the screening requirements of the code for parking and loading
areas. No significant trees were identified in areas contained within the demolition plan, and therefore no
replacement trees are required as part of the landscaping plan.
Access and Parking
Truck and car access into the site will be from a gated driveway from the south end of Canada Circle as no
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access is permitted from Highway 3 to the site. Access and egress to the site will be from Highway 3 to
Canada Circle and then into the site. The Canada Circle and Highway 3 intersection will also have Boulder
Avenue as a fourth leg of the intersection. Employee and visitor parking will be located on the east side of
the facility which is on the opposite end of the access point to the site.
The parking ratio required by the City Code is 1 stall/300 square feet gross for manufacturing business and
1 stall/200 square feet for office, which would make it a total of 211 stalls needed. The applicant is
proposing to provide 54 parking stalls. The applicant stated in their narrative that due to their low
employee density and their facility not being open to the public the required parking stalls are not needed
for the site. Frana Companies plans on running one shift to start over the next few years with intentions of
adding a second shift later on. With a total of 30 employees the applicant finds the 54 parking stalls to be
sufficient for the site and that there is room on site for parking expansion if needed in the future. The
proposed parking area features landscaping that meets the requirements of the City Code. A deviation to
the code within the Planned Unit Development Master Development Plan to allow for fewer parking stalls
than required will be implemented. The Planning Commission added a condition with the approval of the
Planned Unit Development Master Development Plan that additional parking will need to be added if
parking shortages on site occur.
A possible additional access point to the site will be from a potential railroad spur track that would be
located in the southwestern portion of the site near the main entrance driveway that would lead to the
outdoor storage area. No special city approvals are required for the extension of the rail spur, although it is
reviewed as part of the grading permit.
Site Lighting
The applicant has provided a site lighting plan and accompanying photometric plan showing that the site
lighting will not exceed 0.5 lumens at any residential property line or 1.0 lumen at any non-residential
property lines. The applicant is proposing 20’ light poles throughout the site, which meets the City Code
requirement for lighting height within the LI-Light Industrial zoning district. LED Wall pack lights are
proposed on the site as well. Lighting is proposed around the principle building, which will illuminate the
employee parking area and as well as lighting along the outdoor storage area.
Signs
Signs are generally approved administratively, but the applicant did provide plans that showed two
proposed signs for the site. A free-standing sign near the entrance at Canada Circle and a wall sign on the
front of the proposed manufacturing building. The location of the free-standing sign must be placed 10
feet back from the front property line. A sign permit application must be submitted and reviewed for
compliance with the Code, and any issues will be addressed during that process.
Utilities
Municipal sewer and water exist within Canada Circle. Sanitary sewer to the site extends from an existing
6-inch service located in the northwest corner of the plat extending from Canada Circle. The sewer service
is proposed to extend south within the plat to the building. Water will be serviced to the site by an 8-inch
watermain stub located in the northwest corner of the plat, which is adjacent to the sanitary sewer stub.
The watermain will need to be looped back to the watermain (hydrant) located in the Canada Circle cul-de-
sac for water flow and quality purposes. Stormwater will be handled on site with a stormwater basin in the
western portion of the site.
CONCLUSION AND RECOMMENDATION
The Planning Commission and staff are recommending approval of the final plat based on the information
provided by the applicant and reviewed in this report, subject to the conditions listed in the recommended
action.
4
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2022-115
A RESOLUTION APPROVING THE FINAL PLAT
FOR BMR
WHEREAS, the Community Development Department of the City of Rosemount received a request for
Final Plat approval from Frana Companies, Inc., concerning property legally described as:
That part of the South Half of the Southwest Quarter of Section 32, Township 115, Range 19, Dakota
County, Minnesota, described as follows: Commencing at the intersection of the south line of said South Half
of the Southwest Quarter and the easterly right of way line of State Trunk Highway No. 3 as now established
by MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 19-77,
according to the recorded plat thereof, Dakota County, Minnesota; thence East (assuming bearing) along the
south line thereof 1033.85 feet, thence North 0 degrees 32 minutes 00 seconds East, 508.41 feet to the point
of beginning of the land to be described thence continuing North 0 degrees 32 minutes 00 seconds East
390.95 feet; thence on a bearing of West, 580.96 feet to the easterly right of way line of said State Highway
No. 3; thence southwesterly along said easterly highway right of way line along a nontangential curve which is
concave to the southeast, central angle of 16 degrees 27 minutes 44 seconds, radius of 1357.39 feet, a distance
of 390.00 feet; thence South 23 degrees 59 minutes 51 seconds West along said easterly right of way line
68.03 feet, thence on a bearing of East, 812.26 feet to the point of beginning.
And
That Part of the South Half of the Southwest Quarter of Section 32, Township 155, Range 19, Dakota
County, Minnesota, which lies easterly and northerly of the following described line: Commencing at the
intersection of the south line of said South Half of the Southwest Quarter and the easterly right of way line of
State Trunk Highway No. 3 as now established by MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 19-77, according to the recorded plat thereof, Dakota
County, Minnesota; thence East (assuming bearing) along the south line thereof 1530.84 feet to the point of
beginning of the line to be described; thence North 0 degrees 48 minutes 38 seconds East, 508.44 feet; thence
on a bearing of West 499.45 feet; thence North 0 degrees 32 minutes 00 seconds East, 812.42 feet to the
north line of said South Half of the Southwest Quarter and said line there terminating.
Except.
Parcel 9 on Dakota County Road Right-of-Way Map No. 258 and Parcel 5A on Dakota County Road Right-
of-Way Map No. 259, including all right of access to Minnesota Trunk Highway 3 from the adjacent parcel to
the east as shown on the right of way maps.
And Except.
That part of the South Half of the Southwest Quarter of Section 32, Township 115, Range 19, Dakota
County, Minnesota, lying easterly of Parcel 9 as shown on Dakota County Road Right-of -Way Map No. 258
and also easterly and northerly of Parcel 5A as shown on Dakota County Road Right of Way Map No. 259B.
WHEREAS, on August 23rd, 2022, the Planning Commission of the City of Rosemount reviewed the Final
Plat for BMR; and
WHEREAS, on August 23rd, 2022, the Planning Commission recommended approval of the Final Plat for
BMR, subject to conditions; and
WHEREAS, on September 6th, 2022, the City Council of the City of Rosemount reviewed the Planning
Commission’s recommendation and the Final Plat for BMR.
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby
approves the Final Plat for BMR, subject to the following conditions:
1. Execution of a Subdivision Agreement.
2. Adherence with the conditions of the Preliminary Plat, Final Plat and Master Development
Plan approvals for BMR.
3. Conformance with all requirements of the City Engineer’s memorandum dated June 14,
2022, including compliance with the updated stormwater related requirements.
4. Applicant will continue to work with City staff to adjust easements where necessary on the
final plat document.
5. Drainage and utility easement with storm sewer infrastructure, except ponding or infiltration
areas, may contain fences, but shall be required to include gates to provide truck access; shall
prohibit sheds or other accessory structures; and shall prohibit landscaping that would
impede drainage.
6. Compliance with the conditions and standards within the Park and Recreation Director’s
memorandum dated July 20, 2022.
7. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the
current fee schedule.
8. Incorporation of any easements necessary to accommodate drainage, ponding, trials,
underpasses, conservation areas, streets and utilities.
9. Provision of $148,830 for landscaping surety.
10. Provision of $68,250 for Fee-In-Lieu of Park Dedication.
ADOPTED this 6th day of September 2022, by the City Council of the City of Rosemount.
__________________________________________
William H. Droste, Mayor
ATTEST:
___________________________________
Erin Fasbender, City Clerk
SITE
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B
FRANA MANUFACTURING PLANT KNOW ALL PERSONS BY THESE PRESENTS: That BMR Holding Company LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Dakota, St ate
of Minnesota, to wit:
That part of the South Half of the Southwest Quarter of Section 32, Township 115, Range 19, Dakota County, Minnesota, described as follows: Commencing at the intersection of the south line of said
South Half of the Southwest Quarter and the easterly right of way line of State Trunk Highway No. 3 as now established by MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO.
19-77, according to the recorded plat thereof, Dakota County, Minnesota; thence East (assumed bearing) along the south line thereof 1033.85 feet, thence North 0 degrees 32 minutes 00 seconds East,
508.41 feet to the point of beginning of the land to be described; thence continuing North 0 degrees 32 minutes 00 seconds East, 390.95 feet; thence on a bearing of West, 580.96 feet to the easterly
right of way line of said State Highway No. 3; thence southwesterly along said easterly highway right of way line along a nontangential curve which is concave to the southeast, central angle of 16
degrees 27 minutes 44 seconds, radius of 1357.39 feet, a distance of 390.00 feet; thence South 23 degrees 59 minutes 51 seconds West along said easterly right of way line 68.03 feet, thence on a
bearing of East, 812.26 feet to the point of beginning.
AND
That part of the South Half of the Southwest Quarter of Section 32, Township 115, Range 19, Dakota County, Minnesota, which lies easterly and northerly of the following described line: Commencing at
the intersection of the south line of said South Half of the Southwest Quarter and the easterly right of way line of State Trunk Highway No. 3 as now established by MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 19-77, according to the recorded plat thereof, Dakota County, Minnesota; thence East (assumed bearing) along the south line thereof 1530.84 feet to the
point of beginning of the line to be described; thence North 0 degrees 48 minutes 38 seconds East, 508.44 feet; thence on a bearing of West 499.45 feet; thence North 0 degrees 32 minutes 00 seconds
East, 812.42 feet to the north line of said South Half of the Southwest Quarter and said line there terminating.
EXCEPT
Parcel 9 on Dakota County Road Right-Of-Way Map No. 258 and Parcel 5A on Dakota County Road Right-Of-Way Map No. 259, including all right of access to Minnesota Trunk Highway 3 from the
adjacent parcel to the east as shown on the right of way maps.
AND EXCEPT
That part of the South Half of the Southwest Quarter of Section 32, Township 115, Range 19, Dakota County, Minnesota, lying easterly of Parcel 9 as shown on Dakota County Road Right of Way Map
No. 258 and also easterly and northerly of Parcel 5A as shown on Dakota County Road Right of Way Map No. 259B.
Has caused the same to be surveyed and platted as FRANA MANUFACTURING PLANT and does hereby dedicate to the public, for public use, the drainage and utility easements as created by this plat.
In witness whereof said BMR Holding Company LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer
this day of , 20 .
BMR HOLDING COMPANY LLC
By: Its
STATE OF , COUNTY OF
The forgoing instrument was acknowledged before me this day of , 20 ,
By:, of BMR Holding Company LLC, a Minnesota limited liability company, on behalf of the company.
My Commission Expires:
Notary Public, Signature Notary Public, Printed Name
Notary Public County,
Denotes a Cast Iron Monument.
Bearings are based on the south line of the
S 1/2 of the SW 1/4 of Sec. 32, Twp. 115, Rng. 19
having an assumed bearing of N 89°40'23" E.
Denotes a Found 1/2 Inch Iron Pipe With Cap No. 8625 (Unless Otherwise Shown)
Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565"
Denotes Access Control per DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 258
Denotes Record Dimensions per Description( )
N
160408004080
SCALE IN FEET
SURVEYORS CERTIFICATE
I Rory L. Synstelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota;
that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on
this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the
date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this day of , 20 .
Rory L. Synstelien, Land Surveyor
Minnesota License No. 44565
STATE OF MINNESOTA, COUNTY OF
This instrument was acknowledged before me this day of , 20 , by Rory L. Synstelien, a Licensed Land Surveyor.
My Commission Expires:
Notary Public, Signature Notary Public, Printed Name
Notary Public County,
CITY COUNCIL OF ROSEMOUNT, COUNTY OF DAKOTA, STATE OF MINNESOTA
This plat was approved by the City Council of Rosemount, Minnesota at a regular meeting thereof held this day of , 20 , and hereby
certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By:, Mayor By: , City Clerk
COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved
this day of , 20 .
By
Todd B. Tollefson, Dakota County Surveyor
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on real estate hereinbefore described, have been paid. Also pursuant
to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered on this day of , 20 .
By
Amy A. Koethe, Director, Department of Property Taxes and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of FRANA MANUFACTURING PLANT was filed in the office of the County Recorder for public record on
this day of , 20 , at o'clock M. and was duly filed in
Book of Plats, Page , as Document Number .
By
Amy A. Koethe, County Recorder
VICINITY MAP
SEC. 32 - T115 - R19
DAKOTA COUNTY, MINNESOTAN
NOT TO SCALE
Being 5 feet in width and adjoining lot lines, unless otherwise
indicated, and being 10 feet in width and adjoining right of way
lines unless otherwise indicated, as shown on this plat.
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
NOT TO SCALE
10
5
5
10
F
R
A
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A
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O
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.
F
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5
5
0
6
8
63
3
2
N
D
A
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S
,
H
O
P
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I
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S
,
M
N
5
5
3
4
3
FR
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:
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
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..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C0.0
TITLE SHEET
..
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FRANA PRODUCTION FACILITY
ROSEMOUNT, MINNESOTA
SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 TITLE SHEET
SITE LOCATIONSITE LOCATION MAP N
SITE SURVEYV1.0
UTILITY PLANC4.0
ISSUED FOR: REVISED ZONING SUBMITTAL
DEVELOPER / PROPERTY OWNER:
ENGINEER / LANDSCAPE ARCHITECT:
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
CONTACT: XXXXXX
612-615-0060
SURVEYOR:
GEOTECHNICAL ENGINEER:
SWPPP - EXISTING CONDITIONSSW1.0
GRADING PLANC3.0
C5.0
C5.1
L1.0
CIVIL DETAILS
LANDSCAPE PLAN
SWPPP - PROPOSED CONDITIONSSW1.1
SWPPP - DETAILSSW1.2
C2.0 SITE PLAN
SWPPP - NARRATIVESW1.3
CIVIL DETAILS
C1.0 REMOVALS PLAN
C5.2 CIVIL DETAILS
Know what's below.
before you dig.Call
R
SWPPP - ATTACHMENTSSW1.4
SWPPP - ATTACHMENTSSW1.5
GZA GEOENVIRONMENTAL, INC.
17975 WEST SARAH LANE, #100
BROOKFIELD, WI 53045
CONTACT: AUBREY DUNSHEE
562-754-2560
L1.1 LANDSCAPE PLAN NOTES & DETAILS
ARCHITECT:
EDWARD FARR ARCHITECTS, INC
7710 GOLDEN TRIANGLE DRIVE
EDEN PRAIRIE, MN 55344
CONTACT: EDWARD FARR
E.FARR@EDFARRARCH.COM
952-943-9660
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
CONTACT: RORY SYNSTELIEN
612-615-0060
FRANA COMPANIES, INC.
633 2ND AVE. S,
HOPKINS, MN 55343
CONTACT: BRANDON GESS
BGESS@FRANA.COM
651-214-2096
PRELIMINARY PLATV2.0
PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
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PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
[A] Gravel Crosses Property Line
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
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)
8
"
P
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(
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30
"
R
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(
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)
15
"
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(
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)
15"
R
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(
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)
15
"
R
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3
0
"
R
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(
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)
3
6
"
R
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P
(
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c
)
48" R
C
P
(R
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c
)
24"
R
C
P
(
R
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c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
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c
)
8"
P
V
C
12"
D
I
P
12" D
I
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CAN
A
D
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I
R
C
L
E
12"
CIP
12" DIP (Rec)
1
2
"
D
I
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(
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)
1
2
"
D
I
P
(
R
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c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
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R
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c
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)
Inv=
9
1
5
.
9
4
(
R
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c
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)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
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12"
D
I
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12" DIP
12" D
I
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4
8
"
R
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(
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)
15
"
R
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(
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)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(3
9
0
.
0
0
)
(1
6
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
Described Line (Parcel 2)
Described Line (Parcel 2)(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Gravel
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
CONSTRUCTION LIMITS
REMOVE EXISTING
CURB AND
GUTTER, TYP.
NO EXISTING BUILDINGS ON SITE /
CLEAR AND GRUB SITE
EXITING GRAVEL AND FENCE WILL
BE REMOVED BY OTHERS BEFORE
CONSTRUCTION STARTS
LOCATE EXISTING UNDERGROUND
WELLS ON SITE. CAP AND
ABANDON PER MPCA
REQUIREMENTS
PROTECT EXISTING
SIGNS
REMOVE EXISTING
SIGNS
REMOVALS LEGEND:
F
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F
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CA
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&
S
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5
0
6
8
63
3
2
N
D
A
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S
,
H
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I
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,
M
N
5
5
3
4
3
FR
A
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A
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A
N
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S
,
I
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C
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PR
O
J
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C
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PR
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L
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:
NO
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
0
1" = 50'-0"
50'-0"25'-0"
N
REVISION SUMMARY
DATE DESCRIPTION
C1.0
REMOVALS PLAN
..
..
..
..
..
..
Know what's below.
before you dig.Call
R
EX. 1' CONTOUR ELEVATION INTERVAL
REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,
COORDINATE WITH LOCAL GOVERNING UNIT.
REMOVAL NOTES:
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
DL
TREE PROTECTION
N T S
25'
DRIPLINE WIDTH
FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS
SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP
LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION
ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.
POSTS AND FENCING
EXTEND FENCE 25'
BEYOND DRIPLINE
WHERE POSSIBLE
TREE PROTECTION SIGN, TYP.
TREE DRIPLINE, OR
CONSTRUCTION LIMITS
1
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER
MANAGEMENT PLAN.
3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND
LOCAL REGULATIONS.
4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION
ACTIVITIES.
5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST
JOINT FOR PROPOSED PAVEMENT CONNECTIONS.
6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH
STATE AND LOCAL REGULATIONS.
7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE
APPROXIMATE. COORDINATE WITH PROPOSED PLANS.
8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE
DURATION OF THE CONTRACT.
9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON
THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,
DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.
10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE
PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE
CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO
ANY WORK.
11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A
MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE
SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,
DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY
MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.
14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING
NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL
CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO
CONSTRUCTION ACTIVITIES.
15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE
MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL
INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL
PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE
PERMITTED WITHOUT APPROVAL BY THE CITY.
16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS
APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE
DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.
18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR
CONSTRUCTION SHALL BE RETURNED TO LGU.
19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
R
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)
(A
P
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/
W
)
PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
8"
P
V
C
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8
"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
15
"
R
C
P
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" D
I
P
CAN
A
D
A
C
I
R
C
L
E
12"
CIP
12" DIP (Rec)
1
2
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
P
12"
D
I
P
12" DIP
12" D
I
P
4
8
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(3
9
0
.
0
0
)
(1
6
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
Described Line (Parcel 2)
Described Line (Parcel 2)(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
A31
A33
A32
A34
UT
I
L
I
T
Y
R
O
O
M
:$
R
(
+
O
U
6
(
6
)
O)
)
I
&
(
6
)
2
0
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
4
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
20' PARKING SETBACK
20'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
40'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
40' BUILDING SETBACK
60
.
0
'
75.6'
21
.
0
'
OUTDOOR CONC.
PATIO (APPROX 300 SF)
BIT. PVMT.,
TYP 97
.
0
'
BIT. PVMT.,
TYP
CONC. SLAB (APPROX
49,087 SF)
OUTDOOR
FORKLIFT
PICKUP
LOADING
218.1'
CONC.
WALK, TYP
25
.
9
'
24
.
0
'
R
2
0
.
0
'
24.0'19.0'
27 27
31.4'16.6'
16
.
0
'
PARKING:
54 TOTAL SPACES
INCL 3 HC SPACES
2
0
'
P
A
R
K
I
N
G
S
E
T
B
A
C
K
4
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
FUTURE PAVEMENT AREA
APPROX POND AREA
ROLLING GATE
8' FENCE (TYP)
8' FENCE (TYP)
ROLLING GATE
64
.
8
'
R20.0'
R20
.
0
'
R1
0
0
.
0
'
R6
0
.
0
'
FUTUTRE RAIL SPUR WITH
FUTURE PAVEMENT
BIT. PVMT.,
TYP
ABOVE GROUND INFILTRATION BASIN
AND WET POND
WET POND BOT = 938.00
WET POND NWL = 942.00
INFILTRATION BOT = 942.00
10 YR HWL = 945.03
100 YR HWL = 946.14
SNOWMELT HWL = 943.18
EOF=947.23
B612 CURB AND
GUTTER TYP.
3' CURB TAPER
B612 CURB
AND GUTTER
TYP.
30
.
0
'
28
.
0
'
20
.
0
'
BIT. PVMT.,
TYP
CONCRETE
APRON PER CITY
STANDARDS
CONSTRUCTION LIMITS
20.0'
72.0'
46
.
9
'
49
.
9
'
24
.
0
'
R
5
0
.
0
'
R
5
0
.
0
'
27
.
7
'
20
.
0
'
20.0'
96
.
5
'
3' BERM (TYP)
3' BERM (TYP)
3' BERM (TYP)
9°30'0
"
100.0
R
6
0
4
.
1
EOF PATH
POND ACCESS ROUTES,
GRADING PER SPEC
D&U EASEMENT
FUTURE PAVED STORAGE
AREA (INCLUDED IN
STORMWATER
CALCULATIONS
F
R
A
N
A
P
R
O
D
.
F
A
C
I
L
I
T
Y
CA
N
A
D
A
C
I
R
C
L
E
&
S
O
U
T
H
R
O
B
E
R
T
T
R
A
I
L
,
R
O
S
E
M
O
U
N
T
,
M
N
5
5
0
6
8
63
3
2
N
D
A
V
E
.
S
,
H
O
P
K
I
N
S
,
M
N
5
5
3
4
3
FR
A
N
A
C
O
M
P
A
N
I
E
S
,
I
N
C
.
PR
O
J
E
C
T
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
..
..
..
..
..
..
SITE AREA TABLE:SITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
0
1" = 50'-0"
50'-0"25'-0"
N
Know what's below.
before you dig.Call
R
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
& WEAR COURSE DEPTH, SEE DEATIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &
WEAR COURSE DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
PERVIOUS PAVEMENT (IF APPLICABLE) - CONCRETE
PAVER PERVIOUS SYSTEM. INCLUDE ALL BASE
MATERIAL AND APPURTENANCES AS SPECIFIED PER
MANUFACTURER SPECIFICATIONS & INSTRUCTIONS.
MAKE: BELGARD, OR EQUIVILANT
MODEL: AQUASTONE, OR EQUIVILANT
COLOR: T.B.D. - PROVIDE SAMPLES, SHOP
DRAWINGS & PRODUCT DATA REQUIRED PRIOR
TO CONSTRUCTION.
SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BID
FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS
OF BASE MATERIAL AND OTHER NECESSARY
COMPONENTS.
1. STAMPED & COLORED CONCRETE
2. CONCRETE PAVERS
MAKERS, COLORS, MODELS, & PATTERN TO BE
INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO
CONSTRUCTION.
ACCESSIBILITY ARROW (IF APPLICABLE) DO NOT
PAINT.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,
EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL
LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF
CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A
RIGHT-OF-WAY AND STREET OPENING PERMIT.
4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO
INSTALLATION OF SITE IMPROVEMENT MATERIALS.
5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING
AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF
FOOTING MATERIALS.
6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE
APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY
THE ENGINEER/LANDSCAPE ARCHITECT.
7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE
FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE
DRAWINGS.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY
THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT
MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,
BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE
RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE
WITH A.D.A. REQUIREMENTS-SEE DETAIL.
10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO
THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE
WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR
TO SITE IMPROVEMENTS.
14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT
SECTIONS.
18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE
DRIP LINE. SEE LANDSCAPE DOCUMENTS.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE & CONCRETE
DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN
PRIVATE PROPERTY SEE CSG DETAIL
PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
R
O
B
E
R
T
T
R
A
I
L
S
O
U
T
H
(
A
P
u
b
l
i
c
R
/
W
)
(A
P
u
b
l
i
c
R
/
W
)
PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8
"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
15
"
R
C
P
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" D
I
P
CAN
A
D
A
C
I
R
C
L
E
12"
CIP
12" DIP (Rec)
1
2
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
P
12"
D
I
P
12" DIP
12" D
I
P
4
8
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(3
9
0
.
0
0
)
(1
6
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
Described Line (Parcel 2)
Described Line (Parcel 2)(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
A31
A33
A32
A34
UT
I
L
I
T
Y
R
O
O
M
:$
R
(
+
O
U
6
(
6
)
O)
)
I
&
(
6
)
ABOVE GROUND INFILTRATION BASIN
AND WET POND
WET POND BOT = 938.00
WET POND NWL = 942.00
INFILTRATION BOT = 942.00
10 YR HWL = 945.03
100 YR HWL = 946.14
SNOWMELT HWL = 943.18
EOF=947.23
CONSTRUCTION LIMITS
GZ-5
GZ-3
GZ-1
GZ-2
GZ-6
GZ-4
F
R
A
N
A
P
R
O
D
.
F
A
C
I
L
I
T
Y
CA
N
A
D
A
C
I
R
C
L
E
&
S
O
U
T
H
R
O
B
E
R
T
T
R
A
I
L
,
R
O
S
E
M
O
U
N
T
,
M
N
5
5
0
6
8
63
3
2
N
D
A
V
E
.
S
,
H
O
P
K
I
N
S
,
M
N
5
5
3
4
3
FR
A
N
A
C
O
M
P
A
N
I
E
S
,
I
N
C
.
PR
O
J
E
C
T
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C3.0
GRADING PLAN
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GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
0
1" = 50'-0"
50'-0"25'-0"
N
Know what's below.
before you dig.Call
R
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW LINE
UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING
GRADE BREAK - HIGH POINTS
1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH
ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO
EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN
WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL
CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL
SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL
REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION
IF APPLICABLE
6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS
OTHERWISE NOTED.
6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED
AREAS IS 4:1
7.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE
DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO
ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES
ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE
TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE
CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN
EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,
WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A
MINIMUM DEPTH OF 6 INCHES.
11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING
ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR
SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE
BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL
AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS
DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE
REQUIREMENTS OF THE NEW WORK.
12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.
THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE
AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS
ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE
SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN
10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
13. TOLERANCES
13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,
THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR
0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,
UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
14.MAINTENANCE
14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND
DEBRIS.
14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.
DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE
ESTABLISHED SHALL BE RESEEDED AND MULCHED.
14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,
CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.
ST-X
SOIL BORING - POINTS
Bituminous Driveway
Chain Link
Fence
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
8
"
P
V
C
8"
P
V
C
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8
"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" D
I
P
12"
CIP
12" DIP (Rec)
1
2
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
P
12"
D
I
P
12" DIP
12" D
I
P
4
8
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
A31
A33
A32
A34
UT
I
L
I
T
Y
R
O
O
M
:$
R
(
+
O
U
6
(
6
)
O)
)
I
&
(
6
)
ABOVE GROUND INFILTRATION BASIN
AND WET POND
WET POND BOT = 938.00
WET POND NWL = 942.00
INFILTRATION BOT = 942.00
10 YR HWL = 945.03
100 YR HWL = 946.14
SNOWMELT HWL = 943.18
EOF=947.23
CONSTRUCTION LIMITS
HDS 2
SCICLONE SC-5-V
OR EQUAL
GRATE=948.75
IE=941.95
SUMP=935.95
INSTALLED PER
MANUFACTURER
HDS 1
SCICLONE SC-5-V
OR EQUAL
RIM=949.25
IE=942.25
SUMP=936.25
INSTALLED PER
MANUFACTURER
STUB SANITARY TO 5'
FROM BUILDING
IE @ STUB=
COORD. W/MECH'L
CONNECT TO
EXISTING 8" STUB
285 LF 6" PVC
SDR 26
SANITARY SERVICE
@ 4.94%
AND TRACER WIRE
MAKE CONNECTION
TO EXISTING
SANITARY SEWER
EX IE=938.14
(FIELD VERIFY)
1" DIP WATER SERVICE
AND VALVE, STUB TO
WITHIN 5' FROM
BUILDING, COORD.
W/MECH'L
PROPOSED GATE
VALVE AND VALVE BOX
1" DIP WATER SERVICE
CLEANOUT
CB 13
RIM=958.17
IE(8")=949.76
IE(18")=948.93
IE(24")=948.43
CB 14
RIM=953.37
IE=948.97
CB 22
GRATE=955.79
IE=947.17
CB 23
RIM=954.85
IE(18")=948.93
IE(24")=948.43
SANMH 1A
RE=956.80
IE IN=
IE OUT=940.09
CB 24
RIM=956.03
IE=950.43
CB 15
RIM=955.44
IE=950.50
339 LF 24" HDPE
STORM @ 1.00%
251 LF 24" HDPE
STORM @ 0.50%
301 LF 18" HDPE
STORM @ 0.50%
100 LF 24" HDPE
STORM @ 0.75%324 LF 24" HDPE
STORM @ 0.75%
188 LF 18"
HDPE STORM
@ 0.50%
306 LF 18"
HDPE
STORM
@ 0.50%
FES 1
IE=941.50
DS 11
12 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 12
12 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 13
12 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 14
10 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 22
9 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 32
29 LF 4" PVC
SEE DETAIL
SHT C5.0
DS 31
87 LF 4" PVC
SEE DETAIL
SHT C5.0
406 LF 6"
PVC
@ 0.50%
76 LF 6"
PVC
@ 0.50%
86 LF 6"
PVC
@ 0.50%
57 LF 6"
PVC
@ 0.50%
40 LF 8"
PVC
@ 0.50%
DS 23
10 LF 4" PVC
SEE DETAIL
SHT C5.0
122 LF 6"
PVC
@ 0.50%
FES 2
IE=941.50
140 LF 24" HDPE
STORM @ 0.75%
CB 11
RIM=947.86
IE=943.30
CB 12
RIM=955.20
IE=947.17
240 LF 24" HDPE
STORM @ 0.75%
45 LF 24"
HDPE STORM
@ 1.00%
183 LF 24" HDPE
STORM @ 1.00%
CB 21
GRATE=949.00
IE=943.78
OBSERVATION WELL
SEE DETAIL SHT. 5.1
LOCATION APPROX.
FES 4
IE=941.50
FES 3
IE=941.50
OCS 1
GATED BASIN OUTLET
RIM=946.30
18" @ ELEV=942.50
SEE DETAIL
MAKE WET TAP
CONNECTION TO
EXISTING WATER
MAIN, COORD. WITH
CITY
8" DIP WATER SERVICE
HYD & GV, TYP.
HYD & GV, TYP.
8" DIP WATER SERVICE
8" DIP WATER SERVICE
Bituminous Driveway
12" DIP (Rec)
[6] Communication Easement
Per Document No. 476645
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
ABOVE GROUND INFILTRATION BASIN
AND WET POND
WET POND BOT = 938.00
WET POND NWL = 942.00
INFILTRATION BOT = 942.00
10 YR HWL = 945.03
100 YR HWL = 946.14
SNOWMELT HWL = 943.18
EOF=947.23
CONSTRUCTION LIMITS
CONNECT TO
EXISTING 8" STUB
1" DIP WATER SERVICE
AND VALVE, STUB TO
WITHIN 5' FROM
BUILDING, COORD.
W/MECH'L
PROPOSED GATE
VALVE AND VALVE BOX
1" DIP WATER SERVICE
MAKE WET TAP
CONNECTION TO
EXISTING WATER
MAIN, COORD. WITH
CITY
8" DIP WATER SERVICE
HYD & GV, TYP.
HYD & GV, TYP.
8" DIP WATER SERVICE
8" DIP WATER SERVICE
HYDRANT NW
OF BUILDING
HYDRANT SW
OF BUILDING
COMMANDER-SERIES
FIRE TRUCK
TURN AROUND
DEMONSTRATION
0
1" = 100'-0"
100'-0"50'-0"
F
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.
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63
3
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5
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:
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
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..
..
GENERAL UTILITY NOTES:
UTILITY LEGEND:
0
1" = 50'-0"
50'-0"25'-0"
N
Know what's below.
before you dig.Call
R
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS
FROM THE PLANS.
3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND
SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE
PROJECT SPECIFICATIONS.
5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE
OWNER.
6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS
OTHERWISE NOTED.
7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM
F794, 1866) UNLESS OTHERWISE NOTED.
8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.
9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY
RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL
PLANS.
11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE
SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS
ARE INCIDENTAL.
14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE
REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH
WATERMAIN IS INCIDENTAL.
15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL
UTILITIES, UNLESS OTHERWISE NOTED.
16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE
CITY PRIOR TO CONSTRUCTION.
17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND
CITY STAFF.
20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT
CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE
ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)
AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS
NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED
WITHOUT APPROVAL BY THE CITY.
21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE
REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET
OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF
IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER
UPON COMPLETION OF WORK.
25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT
RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER
STRUCTURES.
26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST
BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH
DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT
RECOMMENDATIONS AND REQUIREMENTS.
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C5.0
CIVIL DETAILS
..
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6"
8"12"
13
1
/
2
"
6"
1/2" RADIUS
FINISHED GRADE
3" RADIUS CORNERS
1:3 BATTER SLOPE GUTTER
3/4"/1'
NOTES:
1. INSTALL CONSTRUCTION JOINTS AT
10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON
SOIL CONDITIONS
CLASS V AGGREGATE SUBBASE-SEE
BITUMINOUS PAVEMENT DETAIL (6" MIN.)
FINISHED GRADE
0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE
GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES
AWAY FROM CURB. SEE PLAN
N T S
B-612 CONCRETE CURB AND GUTTER
7"
3
7"
20"
FINISHED GRADE
SLOPE GUTTER 3/4"/1'
NOTES:
1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS
CONTINUOUS SLOPE CONCRETE CURB
AND GUTTER
PAVEMENT MATERIALS
SEE DETAIL
6"
6"
RIBBON CURB
N T S4
FINISHED GRADE
TOOLED CONTROL JOINT
SEE DETAIL (TYP.)
LIGHT BROOM FINISH PERPENDICULAR TO
TRAFFIC WITH 3" WIDE SMOOTH
TROWELLED EDGE
5" CONCRETE AS SPECIFIED
6" CLASS 5 AGGREGATE BASE
COMPACTED SUBGRADE
NOTES:
1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE
A.C.I. TECHNICIAN AS SPECIFIED.
2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT
REQUIREMENTS.
3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.
4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.
5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.
W1.6 X W1.6 WIRE MESH AND CHAIRS AS
SPECIFIED
CONCRETE WALK/PAD
3"
2"
THIS OCCURS ONLY WHERE
MULCH MEETS EDGE OF WALK
LEAVE TOP OF
MULCH DOWN 1"
FROM TOP OF WALK
N T S (PRIVATE PROPERTY)6
8"
AS REQUIRED
CONCRETE THRUST BLOCK
WATERMAIN
GATE VALVE
REFER TO DRAWINGS
FOR SIZES
VALVE BOX
FINISH GRADE
COVER SHALL BE
STAMPED WITH "WATER"
GATE VALVE BOX
N T S
ADJUST TOP TO 1/2" BELOW FINISHED
PAVEMENT GRADE OR 1" BELOW FINISHED
TURF GRADE. SET SO AS TO PROVIDE 12" OF
UPWARD ADJUSTMENT.
10
BEND
CROSS
TEE45° BEND
WYE
NOTES:
1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IF
NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).
4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS
AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.
5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF
2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL
BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING
STRESS) X (TABLE VALUE).
PLUGGED CROSS PLUGGED CROSS
EACH AREA IS 1/2 OF
TABULATED AREA
PLUGGED TEE PLUG OR CAP
1/4" PLYWOOD
OVER FACE
OF BOLTSA1
A2
NOMINAL
FITTING SIZE
(INCHES)
TYE, WYE,
PLUG, OR CAP
90° BEND,
PLUGGED
CROSS
TEE PLUGGED
ON RUN
A1 A2
45°
BEND
22.5°
BEND
11.25°
BEND
4 1.0 1.4 1.9 1.4 1.0 --
6 2.1 3.0 4.3 3.0 1.6 1.0 -
10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
18 19.0 27.0 38.0 27.0 14.6 7.6 3.6
20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
6 3.8 5.3 7.6 5.4 2.9 1.5 1.0
THRUST BLOCK
N T S8
6"
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6"
4"
6"
(
M
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)
NOTES:
1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING
ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER
ABSORPTION (ASTM C272).
2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,
ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.
3. OVERLAP ALL INSULATION BOARD JOINTS.
UTILITY PIPE INSULATION DETAIL
N T S
1'-6" (MIN)
PIPE BEDDING
MATERIAL
BACKFILL MATERIAL
FINE SAND (FA7)
MIN. 2' WIDE BY 4" THICK
INSULATION BOARD (USE 2-2"
THICK BOARDS). MASTIC ALL JOINTS
EXTEND INSULATION BOARD DOWN
SIDES TO 7.5' DEPTH.
FINISH GRADE
DIA
DIA + 3'
UTILITY PIPE
11
EXTEND POST PAST TOP OF POST
10 DEGREE SLOPE
1 INCH SILICONE RUBBER
OR ASPHALTIC CAULKING
COMPOUND
FILL ANNULAR SPACE TO 1 INCH
FROM TOP WITH SILICA SAND
CONCRETE FOOTING AS SPECIFIED
6"
3'
-
6
"
2'
-
6
"
60
"
-
6
6
"
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1/
2
"
MATERIAL VARIES-SEE PLAN
METAL SIGN ACCORDING
TO MN STATE CODE
NOTE:
1. SIGN SHALL BE AS SPECIFIED.
2. VERIFY POST PAINT C0LOR WITH LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
ACCESSIBLE SIGN AND POST
N T S
1'-6"
6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1
COAT OF APPROPRIATE PRIMER AND TWO COATS
SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.
COVER WITH YELLOW "IDEAL SHIELD" PLASTIC
COVER.
GREEN POWDER COATED STEEL SQUARE
POST AS SPECIFIED
1/4" METAL PLATE WELDED TO
BOTTOM OF 6” PIPE
GALVANIZED STEEL FASTENER
(TYP. OF 2)
10
7.
5
'
M
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2.0'
FINISH
GRADE
TRAFFIC FLANGE
2" ABOVE GRADE
HYDRANT, HEIGHT VARIES
REFER TO DETAIL
7.
5
'
M
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.
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6" GATE VALVE
MECH. JOINTS
6" D.I.P. LEAD
TEE
2-3/4" TIE RODS8" CONCRETE
THRUST BLOCKS
4" x 4"
THRUST
BLOCK
4" x 4"
VERTICAL
BLOCK
1 CU. YD. GRAVEL 3/4"+ COVER WITH POLYETHLENE
HYDRANT MARKER
FIRE HYDRANT
N T S
8
C5.0
7
512"
2'-0"
1'-0"CONCRETE
VALLEY
GUTTER
MIN. 6" AGGREGATE BASE
COURSE TO BE
PLACED BY PAVING
CONTRACTOR 1
1
1'-0" TYP.VALLEY GUTTER
N T S
7"
5
HEAVY DUTY BITUMINOUS PAVEMENT
8" CLASS 5 AGGREGATE
SUBBASE (MNDOT 3138)
2" BASE COURSE (MNDOT 2360 - SPNWB330B)
TACK COAT (MNDOT 2357)
2" WEAR COURSE (MNDOT 2360 - SPWEA340B)
COMPACTED SUBGRADE (100% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY)
N T S1
NOTE:
SECTION IS FOR
BIDDING PURPOSES
ONLY. REFER TO
GEOTECH FOR
FINAL PAVEMENT
SECTION.
LIGHT DUTY BITUMINOUS PAVEMENT
6" CLASS 5 AGGREGATE
SUBBASE (MNDOT 3138)
2" BASE COURSE (MNDOT 2360 - SPNWB330B)
TACK COAT (MNDOT 2357)
1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)
COMPACTED SUBGRADE (100% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY)
N T S
NOTE:
SECTION IS FOR
BIDDING PURPOSES
ONLY. REFER TO
GEOTECH FOR
FINAL PAVEMENT
SECTION.
2
DOWNSPOUT TO PIPE CONNECTION
N T S
VA
R
I
E
S
12"
8"
6"
TYP
BUILDING DOWNSPOUT
REFER TO ARCH'L EXTEND DOWNSPOUT AND
POINT DOWN OVER
CENTER OF GRATE
8"X8" NYLOPLAST
RECTANGULAR, LOCKING,
DUCTILE IRON GRATE, OR
APPROVED EQUIVALENT
COMPACTED SOIL
8" GRATE TO 4" PIPE INLINE
DRAIN ADAPTER
4" PVC SEWER RISER PIPE
(LENGTH AS REQUIRED)
CONCRETE COLLAR ON
COMPACTED BACK FILL
4" PVC LONG RADIUS 1
4
BEND SEWER ELBOW
4" PVC SEWER PIPE
CRUSHED AND
COMPACTED STONE
SLOPE TO
DRAINSLOPE TO
DRAIN
12
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C5.1
CIVIL DETAILS
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PIPE BEDDING - RCP & DIP
N T S4
PIPE BEDDING - PVC
N T S5
TYPICAL SECTION VIEW
4:1 GRADE
MAX
NURP TREATMENT VOLUME
4:1 GRADE
MAX
EOF FLOW PATH OVER ROAD TYPE IV GEOTEXTILE FABRIC
SEE SW1.1 FOR COVERAGE
ABOVE GROUND INFILTRATION BASIN AND WET POND
N T S
1
3:1 GRADE
MAX
NWL
INFILTRATION
BENCH
NATIVE SOILS 12"-18" AMENDED SOIL TO
REDUCE INFILTRATION
RATES TO APPROX. 2 IN/HR
100-YR
24-HR
HWL
GATED BASIN OUTLET IN OVERFLOW
STRUCTURE PER CITY STANDARDS
3:1 GRADE
MAX
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
C5.2
CIVIL DETAILS
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PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
R
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/
W
)
(A
P
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/
W
)
PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" DI
P
CAN
A
D
A
C
I
R
C
L
E
12"
CIP
12" DIP (Rec)
12
"
D
I
P
(
R
e
c
)
12
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10" D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8" P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12" D
I
P
12"
D
I
P
12" DIP
12" D
I
P
15
"
R
C
P
(
R
e
c
)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(39
0
.
0
0
)
(16
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
Described Line (Parcel 2)
Described Line (Parcel 2)
(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
CONSTRUCTION LIMITS
3 - AN
5 - BL
6 - SH
5 - EK
6 - BL
6 - UP
15 - AC
10 - BF
2 - QE2
3 - QE2
3 - AN
3 - CV
2 - AN
2 - AN
2 - CA3
1 - CA3
1 - CV 1 - CV
1 - CA3
1 - CA3
1 - CA3
1 - CA3
1 - CA3
1 - CA3
1 - CA3
5 - AN
2 - CA3
1 - CV
1 - CV
1 - CV
1 - AS
2 - CV
2 - CA31 - CV
1 - QE2
1 - AS2 - QE2
2 - QB
3 - AS
3 - QB
3 - AS
3 - QB
2 - AS
3 - QB
TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
AN 15 Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&B NATIVE CULTIVAR Y
AS 10 Sugar Maple / Acer saccharum 2.5" CAL. B&B NATIVE Y
SH 6 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM 2.5" Cal. B&B NATIVE CULTIVAR N
EK 5 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N
QB 11 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y
QE2 8 Northern Pin Oak / Quercus ellipsoidalis 2.5" Cal. B&B NATIVE
BL 11 Boulevard Linden / Tilia americana `Boulevard`2.5" Cal. B&B NATIVE CULTIVAR Y
UP 6 American Elm / Ulmus americana `Princeton`2.5" Cal. B&B NATIVE CULTIVAR Y
EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
BF 10 Balsam Fir / Abies balsamea 6` B&B NATIVE
AC 15 White Fir / Abies concolor 6` B&B NOT NATIVE
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
CA3 14 American Hornbeam / Carpinus caroliniana 2" Cal. B&B NATIVE Y
CV 11 Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM 1.5" Cal. B&B NATIVE Y
SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
AA 9 Regent Serviceberry / Amelanchier alnifolia `Regent`#5 CONT NATIVE CULTIVAR Y
AB2 54 Low Scape Hedger Black Chokeberry / Aronia melanocarpa 'UCONNAM166' TM #5 CONT NATIVE CULTIVAR Y
CM 19 Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONT NATIVE CULTIVAR Y
CB 13 Firedance Dogwood / Cornus sericea `Bailadeline` TM #5 CONT NATIVE CULTIVAR Y
FF 18 Gold Cluster Forsythia / Forsythia x intermedia `Courtaneur` TM #2 CONT NOT NATIVE Y
HA 18 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y
HG2 48 Gemo St. Johnswort / Hypericum kalmianum `Gemo`#2 CONT NATIVE CULTIVAR Y
PR 20 Raspberry Lemonade Ninebark / Physocarpus opulifolius 'ZLEYel2' TM #5 CONT NATIVE CULTIVAR Y
SS 8 Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVE Y
TT 29 Taunton`s Yew / Taxus x media `Tauntonii`#5 CONT NOT NATIVE N
VB 10 Bailey's Compact Cranberrybush / Viburnum trilobum 'Bailey Compact'#5 CONT NATIVE CULTIVAR Y
GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
BB 9 Blonde Ambition Blue Grama / Bouteloua gracilis `Blonde Ambition`#1 CONT NATIVE CULTIVAR Y
PLANT SCHEDULE GROUND COVERS COMMON / BOTANICAL NAME SIZE
Shooting Star Dry Short Parairie Mix / Dry Short Prairie Seed Mix
Shooting Star Native Seed: Dry Short Prairie Seed Mix.Seed Mix
Lower Basin Native Seed Mix
MNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING
MANUAL SPECIFICATIONS (2014)
Seed Mix
Rock Maintanence Strip / Rock Maintanence Strip
1" River rock over filter fabric, include edging as shown &
needed. See detail.
Mulch
Blue Grass Based / Sod
Commercial grade, locally grown, "Big Roll" preferred Sod
Turf Seed Low Grow Mix Seed Mix
PLANT SCHEDULE
REVISION SUMMARY
DATE DESCRIPTION
L1.0
LANDSCAPE PLAN
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
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..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
0
1" = 50'-0"
50'-0"25'-0"
N
Know what's below.
before you dig.Call
R
LEGEND
EDGING
LANDSCAPE NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE
CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER
INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.
3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR
TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"
FROM TREE TRUNK.
4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW
LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.
5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN
STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION
OF ACCEPTANCE PERIOD.
6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE
SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.
7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT
THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE
WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.
8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD
AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.
9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES,
LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL
LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S
ACTIVITIES.
12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE
CONTRACTOR'S ACTIVITIES.
13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY
PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE
HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION
PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF
PAVEMENT/BACK OF CURB.
14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
LANDSCAPE REQUIREMENTS
1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP
DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND
POWER CONNECTIONS.
3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO
ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES
SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.
4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND
SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE
COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL
SERVICE AND METERING FACILITIES.
6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL
PLANS.COVAGE.
7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE
TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING
MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE
QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.
13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED
AREAS WHENEVER POSSIBLE.
16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN
LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE
HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE
FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES.
18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING
RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
20.USE SCREENS ON ALL HEADS.
21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED
CONDITION.
22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE
STRUCTURE.
IRRIGATION NOTES:
CONC.
WALK, TYP
B612 CURB
AND GUTTER
TYP.
3' BERM (TYP)
3 - HA
3 - HA
3 - HA
8 - SS
3 - HA
4 - AB2
4 - HG2
4 - HG2
9 - BB
23 - TT
6 - HG2
5 - PR
5 - FF
5 - CB
5 - PR
5 - FF
3 - CB
INLET PROTECTION AT
CATCH BASINS, TYP
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
OUTDOOR CONC.
PATIO (APPROX 300 SF)
24.0'
27
31.4'16.6'
16
.
0
'
PARKING:
54 TOTAL SPACES
INCL 3 HC SPACES
ROLLING GATE
3' BERM (TYP)
15 - AB2
11 - CM
3 - HA
6 - AB2
5 - HG2
4 - AB2
6 - TT
3 - HA
5 - PR
5 - HG2
5 - FF
5 - AB2
5 - CB
5 - PR
3 - FF
5 - HG2
5 - AB2
5 - HG2
5 - AB2 REVISION SUMMARY
DATE DESCRIPTION
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
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..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
24904
Patrick J. Sarver
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION
FINISHED GRADE
COMPACTED SUBGRADE
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
18" - VERIFY W/ PLAN
AGGREGATE MAINTANENCE STRIP
N T S
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S
INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
1
Know what's below.
before you dig.Call
R
PERENNIAL BED PLANTING
N T S
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT STEM
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY EXCAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
4
DECIDUOUS & CONIFEROUS SHRUB PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN
NORMAL SHAPE FOR SPECIES)
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT TRUNK
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
THREE TIMES WIDTH
OF ROOTBALL
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
3
THREE TIMES WIDTH
OF ROOTBALL
DECIDUOUS & CONIFEROUS TREE PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN
NORMAL TREE SHAPE)
THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN
WITH TWO STRANDS OF WIRE TWISTED TOGETHER.
STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.
WIRE SHALL BE THREADED THROUGH NYLON
STRAPPING WITH GROMMETS. ALTERNATE STABILIZING
METHODS MAY BE PROPOSED BY CONTRACTOR.
TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE
EXISTING GRADE
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC
MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN
NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM
PLANT TRUNK
EXISTING GRADE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT
BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
2
0
1" = 10'-0"
10'-0"5'-0"
NFRONT ENTRANCE LANDSCAPE ENLARGEMENT1
DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPE
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE)
STAKING REQUIRED - TWO 2"X4"X8' WOODEN STAKES,
STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED
TOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACH
OTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BE
THREADED THROUGH NYLON STRAPPING WITH GROMMETS.
ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY
CONTRACTOR.
TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE
EXISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV.
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,
SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR
MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK
FINISH GRADE - 3:1 SLOPE SHOWN FOR REFERENCE, SEE
GRADING & LANDSCAPE PLANS FOR PROPOSED SITE
CONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPES
GREATER THAN 3:1.
REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVE
BURLAP FROM TOP 1/3 OF ROOT BALL. IF
NON-BIODEGRADABLE, REMOVE COMPLETELY
VERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZE
SLOPE DISRUPTION
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL, DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT, AND SLOPE.
CONSTRUCT SOIL WATERING RING AROUND TREE
ENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED IN
GROUND AND/OR NEW WATERING RING SOIL
ROOT BALL + 12"
PER SIDE
5
1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR
REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER
CONNECTIONS.
3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY
EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE
ENTIRELY BY THE CONTRACTOR.
4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE
PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH
THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE
AND METERING FACILITIES.
6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.
7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF
PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL
"ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY
GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.
13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS
WHENEVER POSSIBLE.
16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE
MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON
WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL
OR COLOR CODE ALL WIRES.
18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR
ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
20.USE SCREENS ON ALL HEADS.
21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.
22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.
IRRIGATION NOTES:
PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
R
O
B
E
R
T
T
R
A
I
L
S
O
U
T
H
(
A
P
u
b
l
i
c
R
/
W
)
(A
P
u
b
l
i
c
R
/
W
)
PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8
"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
15
"
R
C
P
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" D
I
P
CAN
A
D
A
C
I
R
C
L
E
12"
CIP
12" DIP (Rec)
1
2
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
P
12"
D
I
P
12" DIP
12" D
I
P
4
8
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(3
9
0
.
0
0
)
(1
6
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
Described Line (Parcel 2)
Described Line (Parcel 2)(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
CONSTRUCTION LIMITS
CONSTRUCTION
ENTRANCE
SEE DETAIL SW1.2
INLET PROTECTION AT
CATCH BASINS, SEE
DETAIL SW1.2
INLET PROTECTION AT
CATCH BASINS, SEE
DETAIL SW1.2
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS,
SEE DETAIL SW1.2
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS,
SEE DETAIL SW1.2
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
SEDIMENT
PROTECTION AT FES,
TYP
F
R
A
N
A
P
R
O
D
.
F
A
C
I
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I
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CA
N
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&
S
O
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R
T
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A
I
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,
R
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M
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U
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T
,
M
N
5
5
0
6
8
63
3
2
N
D
A
V
E
.
S
,
H
O
P
K
I
N
S
,
M
N
5
5
3
4
3
FR
A
N
A
C
O
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P
A
N
I
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S
,
I
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.
PR
O
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PR
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L
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I
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A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.0
SWPPP - EXISTING
CONDITIONS
..
..
..
..
..
..
0
1" = 50'-0"
50'-0"25'-0"
N
SWPPP NOTES:
Know what's below.
before you dig.Call
R
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM
REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE
OWNER.
2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND
EROSION CONTROL NOTES.
5.CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
PID: 340321070024
Address: 15902 Robert Trail S
Bituminous Driveway
Chain Link
Fence
R
O
B
E
R
T
T
R
A
I
L
S
O
U
T
H
(
A
P
u
b
l
i
c
R
/
W
)
(A
P
u
b
l
i
c
R
/
W
)
PID: 340321070019
Address: Unassigned
PID: 340321070014
Address: 15640 Canada Cir
Owner: Michael S Murgic
PID: 340321073012
Address: 15938 Canada Cir
Owner: NGL Supply Terminal Company LLC
PID: 340321070025
Address: Unassigned
Owner: Dovestone LLC
NO BUILDINGS
NO BUILDINGS
S89°40'23"W 499.45N89°40'49"E 812.50
S2
3
°
3
8
'
3
4
"
W
68
.
0
3
38
9
.
7
2
Δ=
1
6
°
2
7
'
0
1
"
R=
1
3
5
7
.
3
9
S89°40'23"W 581.57
N0
0
°
1
2
'
2
3
"
E
3
6
1
.
4
2
N89°34'04"E
129.63
65.48
Δ=13°43'45"
R=273.25 S68
°
0
2
'
0
3
"
E
109
.
3
6
8"
P
V
C
12" DIP
SMH (Loc. Per Record)
Rim = 957.3 +/- (Rec.)
Inv= 926.7 +/- (Rec.)
SMH (Loc. Per Record)
Rim = 952.1 +/- (Rec.)
Inv= 927.5 +/- (Rec.)
8
"
P
V
C
(
R
e
c
)
8
"
P
V
C
(
R
e
c
)
8"
P
V
C
(
R
e
c
)
30
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
15"
R
C
P
(
R
e
c
)
15
"
R
C
P
3
0
"
R
C
P
(
R
e
c
)
3
6
"
R
C
P
(
R
e
c
)
48" R
C
P
(R
e
c
)
24"
R
C
P
(
R
e
c
)
21" RCP (Rec)
18" RCP (Rec)
18" R
C
P
(
R
e
c
)
8"
P
V
C
12"
D
I
P
12" D
I
P
CAN
A
D
A
C
I
R
C
L
E
12"
CIP
12" DIP (Rec)
12
"
D
I
P
(
R
e
c
)
12
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
1
2
"
D
I
P
(
R
e
c
)
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
[6] Communication Easement
Per Document No. 476645
[12] Drainage
and Utility
Easement Per
Document
No. 1944201
Point of Beginning
of Parcel 1
S
2
4
°
5
0
'
2
1
"
E
1
8
0
.
6
0
1
2
"
D
I
P
1
0
"
D
I
P
(
R
e
c
)
SMH (Loc. Per Record)
Inv= 914.91 (Rec.)
SMH (Loc. Per Record)
Inv= 916.13 S (Rec.)
Inv=915.96 W (Rec.)
6" PVC San. Stub (Per Record)
Inv= 938.14 (Rec.)
10"
D
I
P
S
a
n
.
S
t
u
b
(
P
e
r
R
e
c
o
r
d
)
Inv=
9
1
5
.
9
4
(
R
e
c
.
)
SMH (Loc. Per Record)
Inv= 927.46 SW (Rec.)
Inv=912.09 NE/NW (Rec.)
8"
P
V
C
6" PVC San. Stub (Per Record)
Inv= 931.50 (Rec.)
12"
D
I
P
12"
D
I
P
12" DIP
12" D
I
P
4
8
"
R
C
P
(
R
e
c
)
15
"
R
C
P
(
R
e
c
)
N0
0
°
1
2
'
2
3
"
E
3
9
0
.
9
5
(N
0
0
°
3
2
'
0
0
"
E
)
(West 580.96)
(3
9
0
.
0
0
)
(1
6
°
2
7
'
4
4
"
)
(S
2
3
°
5
9
'
5
1
"
W
)
(East 812.26)
5
7
2
.
1
8
Δ
=
2
4
°
1
4
'
4
3
"
R
=
1
3
5
2
.
1
6
(West)
N0
0
°
1
2
'
2
3
"
E
8
1
2
.
3
8
(N
0
0
°
3
2
'
0
0
"
E
8
1
2
.
4
2
)
N Line of the S 1/2 of the SW 1/4
of Sec. 32, Twp. 115, Rng. 19
W Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Parcel 9 per
Dakota Co. Road R.O.W.
Map No. 258
S Line of Dakota Co. Road R.O.W. Map No. 258 &
the N Line of Dakota Co. Road R.O.W. Map Nos. 259 & 259B
Described Line (Parcel 2)
Described Line (Parcel 2)(N
0
0
°
3
2
'
0
0
"
E
)
E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77
& Dakota Co. Dakota Co. Road R.O.W. Map No. 258
(ST
A
T
E
T
R
U
N
K
H
W
Y
.
N
O
.
3
)
[7] Access Control Per
Dakota Co. Dakota Co.
Road R.O.W. Map No. 258
[7]
Underground Gas Line Per
Found Gas Pipeline Warning Signs.
Line Not Marked at Time of Survey
8" D.I.P Wat. Serv.
Plug (Per Rec.)
A31
A33
A32
A34
ABOVE GROUND INFILTRATION BASIN
AND WET POND
WET POND BOT = 938.00
WET POND NWL = 942.00
INFILTRATION BOT = 942.00
10 YR HWL = 945.03
100 YR HWL = 946.14
SNOWMELT HWL = 943.18
EOF=947.23
CONSTRUCTION LIMITS
CONSTRUCTION
ENTRANCE
SEE DETAIL SW1.2
INLET PROTECTION AT
CATCH BASINS, SEE
DETAIL SW1.2
INLET PROTECTION AT
CATCH BASINS, SEE
DETAIL SW1.2
INLET PROTECTION AT
CATCH BASINS, TYP
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS,
SEE DETAIL SW1.2
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS,
SEE DETAIL SW1.2
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
SEDIMENT
PROTECTION AT FES,
TYP
SEDIMENT
PROTECTION AT FES,
TYP
SEDIMENT
PROTECTION AT FES,
TYP
SEDIMENT
PROTECTION AT FES,
TYP
SEDIMENT
PROTECTION AT FES,
TYP
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
PLACE PERMANENT
EROSION CONTROL
BLANKET PER DETAIL
SHT C5.1
F
R
A
N
A
P
R
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D
.
F
A
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I
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&
S
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M
O
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,
M
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5
5
0
6
8
63
3
2
N
D
A
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.
S
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H
O
P
K
I
N
S
,
M
N
5
5
3
4
3
FR
A
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A
C
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A
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DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.1
SWPPP - PROPOSED
CONDITIONS
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0
1" = 50'-0"
50'-0"25'-0"
N
Know what's below.
before you dig.Call
R
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF PLYMOUTH EROSION CONTROL NOTES:SWPPP NOTES:
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM
REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE
OWNER.
2.THIS PROJECT IS LESS THAN ONE ACRE AND WILL NOT
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3.SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROL
NOTES, DESCRIPTIONS, AND PRACTICES.
4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND
EROSION CONTROL NOTES.
5.CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH
NPDES PERMIT.
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.2
SWPPP - DETAILS
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FILTER FABRIC AS SPECIFIED
EXISTING GROUND
SURFACE
DIRECTION OF FLOW
WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.
WHEN INSTALLED ON GROUND. IF INSTALLED ON
PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT
MIN. 10' O.C.
8"
M
I
N
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SEDIMENT BIO-ROLL / COMPOST FILTER LOG
N T S
FILLER AS SPECIFIED
NOTE:
1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.
2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%
PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.
3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".
4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.
5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY
BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.
FILL UPSTREAM BASE EDGE WITH
2" OF DIRT OR COMPOST TO
EMBED ROLL.
4
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
..
..
..
05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
..
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..
COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.3
SWPPP - NARRATIVE
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OWNER INFORMATIONTRAINING SECTION 21
PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT
STORM WATER MANAGEMENT SYSTEM
PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE
PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.
AREAS AND QUANTITIES:
SWPPP CONTACT PERSON
CONTRACTOR:SWPPP INSPECTOR TRAINING:
ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A
PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE
NPDES CONSTRUCTION SITE PERMIT.
TRAINING CREDENTIALS SHALL BE PROVIDED BY THE
CONTRACTOR AND KEPT ON SITE WITH THE SWPPP
NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT
QUANTITIES FOR BIDDING AND CONSTRUCTION.
PROJECT NARRATIVE:
PROJECT IS A REDEVELOPMENT OF AN EXISTING ROW CROPS INTO A TRUSS PRODUCTION FACILITY. SITE AND LANDSCAPE IMPROVEMENTS WILL
OCCUR.
NATIVE BUFFER NARRATIVE:
PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT
LOCATED ON SITE.
INFILTRATION NARRATIVE:
INFILTRATION IS ACHIEVED ON THE INFILTRATION BENCH OF THE ON SITE BASIN. SOILS WILL BE AMENDED WHERE NECESSARY TO PREVENT
INFILTRATION ABOVE 8.3 IN/HR.
SOIL CONTAMINATION NARRATIVE:
SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THAT
THIS SITE IS APPROPRIATE FOR INFILTRATION.
SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):
THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH MEDICINE LAKE AND NORTHWOOD LAKE - MEDICINE LAKE AND NORTHWOOD LAKE
ARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEDICINE LAKE AND NORTHWOOD LAKE ARE
IMPAIRED FOR NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE,
BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:
1.DURING CONSTRUCTION:
A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED
LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY
CEASED.
B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT
SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.
PERMANENT STABILIZATION NOTES SITE SPECIFIC:
PERMANENT SEED MIX
·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.
··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER
ACRE.
··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.
·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.
SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:
THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.
THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE
CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.
SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):
CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:
ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT
ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST
ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS
ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.
ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.
DESIGN ENGINEER: MATTHEW R. PAVEK P.E.
TRAINING COURSE: DESIGN OF SWPPP
TRAINING ENTITY: UNIVERSITY OF MINNESOTA
INSTRUCTOR: JOHN CHAPMAN
DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011
TOTAL TRAINING HOURS: 12
RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023
THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL
GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.
STORMWATER DISCHARGE DESIGN REQUIREMENTS
SWPPP
THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:
CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL
BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.
THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:
1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE
2. INSTALLATION OF SILT FENCE AROUND SITE
3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS
4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS
5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL
6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)
7. CLEAR AND GRUB REMAINDER OF SITE
8. STRIP AND STOCKPILE TOPSOIL
9. ROUGH GRADING OF SITE
10. STABILIZE DENUDED AREAS AND STOCKPILES
11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES
12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S
13. INSTALL STREET SECTION
14. INSTALL CURB AND GUTTER
15. BITUMINOUS ON STREETS
16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH
17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND
18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)
19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
RECORDS RETENTION:
THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL
CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.
ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY
RECORDS AFTER SUBMITTAL OF THE NOT.
1.THE FINAL SWPPP;
2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;
3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE);
4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL
MAINTENANCE; AND
5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.
SWPPP IMPLEMENTATION RESPONSIBILITIES:
1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.
3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF
BMPS AND IMPLEMENTATION OF THE SWPPP.
4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE
TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR
AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:
4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT.
4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.
4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.
5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM
WATER MANAGEMENT SYSTEM.
CONSTRUCTION ACTIVITY REQUIREMENTS
SWPPP AMENDMENTS (SECTION 6):
1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST
INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.
2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,
CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.
3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY
THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR
GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE
OBJECTIVES OF A USEPA APPROVED TMDL.
BMP SELECTION AND INSTALLATION (SECTION 7):
1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER
SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.
EROSION PREVENTION (SECTION 8):
1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.
2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING
AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).
3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR
TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE
CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY
STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT
CONTROLS AT THE BASE OF THE STOCKPILE.
4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED
SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.
5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS
AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR
DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.
6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT
NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES
7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR
PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.
8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT
SYSTEM.
9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11.
SEDIMENT CONTROL (SECTION 9):
1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND
GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT
LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.
2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL
PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.
3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES
ONLY AS APPROPRIATE FOR SITE CONDITIONS.
4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM
CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN
TO A SURFACE WATER.
5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY
AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.
6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE
INLET.
7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY
(E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.
8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER.
9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE
FOR THE STORMWATER.
10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE.
11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET.
12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14.
13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION.
14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE.
15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE.
16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED
WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED
BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND
SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT
RETAINS ALL STORMWATER.
17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL
DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED
STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.
DEWATERING AND BASIN DRAINING (SECTION 10):
1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR
PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND
NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE
WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.
2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO
DISCHARGE.
3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR
INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.
4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR
INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.
INSPECTIONS AND MAINTENANCE (SECTION 11):
1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24
HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.
2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.
3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,
REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.
PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.
4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND
SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE
AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,
REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF
OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN
SURFACE WATERS.
5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED
SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD
TO USERS OF PUBLIC STREETS.
6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.
7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.
8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.
9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:
a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR
b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12
MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR
c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR
UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.
10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:
a.DATE AND TIME OF INSPECTIONS; AND
b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND
c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND
d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND
e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN
GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;
AND
f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED
SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND
g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.
POLLUTION PREVENTION MANAGEMENT (SECTION 12):
1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO
MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE
EXPOSED TO STORMWATER.
2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO
MINIMIZE CONTACT WITH STORMWATER.
3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,
ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH
MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.
4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.
5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.
6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED
INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN
APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP
MEASURES WHERE POSSIBLE.
7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY
EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.
8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND
OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE
CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES
MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.
PERMIT TERMINATION (SECTION 4 AND SECTION 13):
1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.
2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND
STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION
DATE OF THE NOT.
3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL
VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS
SURFACES OR THE BASE OF A SAND FILTER.
4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19
AND IS OPERATING AS DESIGNED.
5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.
6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN
PLACE.
7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL
IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.
8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING
THE NOT.
SEED NOTES:
ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.
GENERAL RECOMMENDATIONS:
THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING
THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.
TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.
SEED
·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A
SEEDING RATE OF 100 LBS/ACRE.
MULCH
·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF
STRAW MULCH)
SLOPES
·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH
·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.
·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.
FRANA COMPANIES, INC.
633 2ND AVE. S,
HOPKINS, MN 55343
CONTACT: BRANDON GESS
BGESS@FRANA.COM
651-214-2096
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.4
SWPPP - ATTACHMENTS
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ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT
PROJECT NAME: FRANA PRODUCTION FACILITY
PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)
ADDRESS: INTERSECTION OF SOUTH ROBERT TRAIL & CANADA CIRCLE
CITY OR TOWNSHIP: ROSEMOUNT
STATE: MN
ZIP CODE: 55068
LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.72077 N, -93.13476 E
METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHIC
ALL CITIES WHERE CONSTRUCTION WILL OCCUR: ROSEMOUNT
ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: DAKOTA
ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: ROSEMOUNT
PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 15.2
PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION
RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):
CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)
EXISTING AREA OF IMPERVIOUS SURFACE : 0.0
POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 9.3
TOTAL NEW AREA OF IMPERVIOUS SURFACE: 9.3
RECEIVING WATERS
WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)
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DATES OF CONSTRUCTION
CONSTRUCTION START DATE:09/22
ESTIMATED COMPLETION DATE:09/23
GENERAL CONSTRUCTION PROJECT INFORMATION
DESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): TBD
DESCRIBE SOIL TYPES FOUND AT THE PROJECT: TYPICALLY SANDY OR SILTY LOAM, HSG B
SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDING
WETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.
SOILS INFORMATION
MAP UNIT
SYMBOL
301B
LINDSTROM SILT LOAM, 1%-4%
SLOPES
MAP UNIT NAME
411A WAUKEGAN SILT LOAM, 0%-1%
411B WAUKEGAN SILT LOAM, 1%-6%
GENERAL SITE INFORMATION (III.A)
1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH
ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5)
THE PROJECT IS PROTECTED BY HYDRODYNAMIC SEPARATORS, A NURP VOLUME POND, AND INFILTRATION BASIN BMP, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND
MONITORED AS NECESSARY. INLET PROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS
EROSION CONTROL BLANKET WILL BE UTILITZED.
2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3
3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):
EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.
LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.
·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.
·LOCATIONS OF AREAS NOT TO BE DISTURBED.
·LOCATION OF AREAS OF PHASED CONSTRUCTION.
·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.
WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.
·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA
4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO
IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)
N/A
5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO
IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)
N/A
6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NO
IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.
7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:
WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML
NO
IF NO, SKIP TO TRAINING
DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NA
IF YES:
A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.
B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.
IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE
ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.
N/A
8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES
N/A
SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)
1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES
IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO
ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR
EQUIVALENT METHOD
2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:
INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.
INFILTRATION / REGIONAL PONDING
CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.
3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY
PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED
TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)
SPECIFIED BMPS ONSITE MEET REQUIREMENT FOR WATER QUALITY VOLUME.
4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT
SYSTEM.
N/A
EROSION PREVENTION PRACTICES (SECTION 8.1)
DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:
1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE
DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.
SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.
2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):
TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.
3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):
SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.
4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE
SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)
FINAL STABILIZATION OF SWALES WILL BE SOD
5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)
RIP RAP WILL BE UTILIZED AT PIPE OUTLETS
6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO
VEGETATED AREAS):
DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED
7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO
SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS
TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT
DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.
N/A, NO DITCHES ON SITE
8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,
VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):
OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.
9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE
THAT DRAIN TO SPECIAL WATERS).
N/A
10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS
MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.
SEDIMENT CONTROL PRACTICIES (SECTION 9.1)
DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND
GUTTER SYSTEMS
1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:
SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE
2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:
SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY
3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:
SEE INLET PROTECTION DETAILS
4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:
THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.
5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN
EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:
SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.
6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:
LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED
7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER
IS INFEASIBLE:
DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.
8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:
N/A
9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A
SPECIAL OR IMPAIRED WATER?
YES
IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.
PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.
DEWATERING AND BASIN DRAINING (SECTION 10.1)
1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO
IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH
10.4 OF THE PERMIT):
N/A
2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO
IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):
N/A
ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)
1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO
2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,
THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT
WILL BE PROVIDED.
N/A
3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT
DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.
N/A
4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).
N/A
5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR
PRECIPITATION EVENTS REMAINS THE SAME.
N/A
6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND
2-YEAR 24-HOUR PRECIPITATION EVENTS.
N/A
7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A
STORMWATER POND)? NO
IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMT.
N/A
INSPECTIONS AND MAINTENANCE (SECTION 11.1)
DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:
·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND
·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT
INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.
INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"
1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:
ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE
2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:
ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE
3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,
WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:
ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.
4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:
ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS
5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:
SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.
6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:
EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.
7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:
ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE
8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:
ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.
FINAL STABILIZATION (25.22)
1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:
FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.
2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):
CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.
3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:
REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22081
06/10/22 CITY RESUBMITTAL
06/28/22 REVISED ZONING SUBMITTAL
08/10/22 CITY RESUBMITTAL
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05/27/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:EH,PS,MS PS
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COPYRIGHT CIVIL SITE GROUP INC.c 2022
44263
Matthew R. Pavek
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
08/10/22
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
REVISION SUMMARY
DATE DESCRIPTION
SW1.5
SWPPP - ATTACHMENTS
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ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM
NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON
AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT
REQUIREMENTS.
FACILITY INFORMATION
SITE NAME:
SITE ADDRESS: PERMIT NUMBER:
CITY: STATE: ZIP CODE:
INSPECTION INFORMATION
INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________
ORGANIZATION/COMPANY MAN: _____________________________________________________
DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PM
IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?
IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:
RAINFALL AMOUNT (IF APPLICABLE): ____________
IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?
IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS
NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.
EROSION CONTROL REQUIREMENT (SECTION 8.1)
1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?
(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH
SPAWNING RESTRICTIONS)
2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?
3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?
4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,
HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES
IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?
5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?
6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?
7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?
COMMENTS:
SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)
1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?
2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?
3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?
3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?
4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?
5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?
6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?
7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?
8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?
COMMENTS:
DISCLOSURES:
·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.
·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL
ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE
MINNESOTA POLLUTION CONTROL AGENCY.
Y N N/A
Y N N/A
7 DAY RAIN
Y N
MAINTENANCE AND INSPECTIONS (SECTION 11)
1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?
2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?
3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?
4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?
5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?
6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?
7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?
8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?
IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).
DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND
IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?
COMMENTS:
Y N N/A
POLLUTION PREVENTION (SECTION 12)
1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?
2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?
3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF
EQUIPMENT OR VEHICLES?
4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?
5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?
6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?
7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?
COMMENTS:
Y N N/A
OTHER
1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION
SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?
2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?
3.IS ANY DEWATERING OCCURRING ON SITE?
IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT
CAUSING EROSION OR SCOUR?
4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN
ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?
IF YES, DESCRIBE:
5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM
COMPACTION AND SEDIMENTATION?
6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF
CORRECTIVE ACTIONS:
7.PROPOSED AMENDMENTS TO THE SWPPP:
8.POTENTIOAL AREAS OF CUTURE CONCERN:
9.ADDITIONAL COMMENTS
Y N N/A
Y N
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Memorandum
To: Anthony Nemcek, Senior Planner
CC: Stacy Bodsberg, Planning & Personnel Secretary
Brian Erickson, City Engineer
From: Tim Hanson PE, WSB Engineering Consultant
Date: June 14, 2022
Re: Frana Manufacturing Plant Preliminary Plat
Preliminary Plat Submittal Review
Grading and Drainage Plan Review
Preliminary Utility Plan Review
Landscaping Plan Review
WSB File Number 020681-000
SUBMITTAL:
BMR Holdings LLC has submitted a Preliminary Plat named Frana Manufacturing Plant for the
development of two metes and bounds parcels. The plans submitted were prepared by Civil Site
Group of Golden Valley, MN. Review comments were generated from the Preliminary Plat
Submittal dated 05-27-2022. The submittal included the following:
▪ Existing Conditions – ALTA Survey
▪ Preliminary Plat
▪ Removals Plan
▪ Site Plan
▪ Grading Plan
▪ Utility Plan
▪ Landscape Plan
EXISTING CONDITIONS
Frana Manufacturing Plant is located adjacent to and between South Robert Trail (TH 3) and
Canada Circle, north of CSAH 46. The parent parcel consists of land previously utilized for
agricultural purposes. Frana Manufacturing Plant is 13.66 acres in size.
PRELIMINARY PLAT
The preliminary plat identifies one light industrial lot which will contain a single building, employee
parking lot, outside storage and a ponding/infiltration area.
Frana Manufacturing facility extends a gated driveway from the south end of Canada Circle as no
access is permitted from TH 3 to the site. Access and egress to the site will be from TH 3 to
Canada Circle and then into the site. The Canada Circle and TH 3 intersection also will have
Boulder Avenue as the fourth leg of the intersection.
Anthony Nemcek
June 15, 2022
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The proposed building floor will be approximately 8 feet above TH 3 as it extends adjacent to the
site.
No pedestrian facilities are proposed with the plat .
The development Fees are indicated below based on the 2022 Schedule of Rates and Fees.
▪ Sanitary Sewer Trunk Charge: $1,075/acre
▪ Watermain Trunk Charge: $6,500/acre
▪ Storm Sewer Trunk Charge: $6,865/acre
GRADING AND DRAINAGE
The proposed grading plan directs runoff away from the building in each direction. Most of the
site drains to the west. Runoff from the east and north is collected by storm sewer and conveyed
to the ponding area in the western portion of the plat. Two storm sewer systems are proposed.
These systems will be private and must be maintained by the property owner. The pondin g area
does not include an independent NURP cell for pretreatment of storm water runoff. The ponds
emergency overflow is indicated on the plan to go north along Canada Circle, the actual overflow
rout is to the south across the proposed driveway to a low area on the south side of the driveway.
This area overtops to the south and east across the NGL Supply Terminal Company parcel.
A retaining wall is proposed along the southerly plat line. The base of the wall elevations do not
reflect the existing contours or elevations indicated in the ALTA survey.
1. The proposed contours in the southeast corner of the parcel do not reflect the existing
contours adjacent to TH 3.
2. The proposed retaining wall appears to be located on the south property line. The wall
needs to be moved north to allow for side yard drainage.
3. The emergency overflows for the catchbasins on the north and east side of the building
extend over a long slope. Provided ample inlet capacity and pipe capacity to minimize
overflow from occurring.
SANITARY SEWER AND WATERMAIN – UTILITY PLAN
Sanitary sewer service to Frana Manufacturing Plant extends from an existing 6-inch service
located in the northwest corner of the plat extending from Canada Circle. The sewer service is
proposed to extend south within the plat to the building. Sewer cleanouts will be required every
100 feet of pipe extension.
There is an eight-inch watermain stub located in the northwest corner of the plat (adjacent to the
sanitary sewer stub) this watermain stub can be extended into the site. The watermain needs to
be looped back to the watermain (hydrant) located in the Canada Circle cul-de-sac for water flow
and quality purposes. Domestic and fire flows will be obtained from th e watermain extension.
4. Locate a fire hydrant off the northwest and southwest corners of the building.
5. The turning radii for the City of Rosemount’s fire truck (Commander) must be place on
the site plan to assure accessibility.
STORM SEWER
Storm sewer design and layout will be reviewed with the Surface Water Management plan
submittal.
6. Detail review of the storm sewer system and design will be completed with the
construction plans for the site.
Anthony Nemcek
June 15, 2022
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SURFACE WATER MANAGEMENT
The proposed Surface Water Management plan for the preliminary plat is under reviewed.
Comments included in the Surface Water Management plan review shall be incorporated in the
project design.
LANDSCAPE PLAN
The Landscape plan was reviewed for conflicts with infrastructure. Tree plantings should allow
space for access and maintenance of proposed infrastructure.
GENERAL
Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering
Guidelines and Standards. Infrastructure construction shall be completed in accordance with the
latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility
Construction.
M E M O R A N D U M
To: Adam Kienberger, Community Development Director
Anthony Nemcek, Senior Planner
Julia Hogan, Planner
From: Dan Schultz, Parks and Recreation Director
Date: July 20, 2022
Subject: Frana Manufacturing Facility Development
The Parks and Recreation Department recently reviewed the plans for the Frana Manufacturing
Development. After reviewing the plans, the Parks and Recreation Department staff has the
following comments:
Parks Dedication
The parks dedication requirement for an industrial development is either a 10% of the total property
area as land dedication, a cash dedication in-lieu of land or combination of the two.
Staff is recommending that the City collect cash in-lieu of land for the development that is currently
being processed. The cash dedication for the 13.65 acre development $68,250 (1.365 acres x $50,000
per acre).
Please let me know if you have any questions about this memo.
M E M O R A N D U M
To: Julia Hogan, City Planner
Adam Kienberger, Community Development Director
From: Rick Chase, Building Official/Fire Marshal
Date: July 22, 2022
Subject: Frana Manufacturing facility
The following comments are provided based on preliminary site plan review.
• Fire hydrant required within 100’ of fire department connection.
• Hydrants spacing required in accordance with the Minnesota State Fire
Code.
• Add turn radius fire apparatus Commander to site plan. Contact Fire
Marshal for dimensions.
• All access service doors around building required to be numbered.
Sincerely,
Rick Chase
Building Official/Fire Marshal