HomeMy WebLinkAboutX-C-01 Site Plan – Chase Bank (1720 Market Blvd)City Council Memorandum
To:Mayor Fasbender & City Councilmembers
From:Justin Fortney, City Planner
Date:August 18, 2025
Item:Resolution: Site Plan –2025-26 –Chase Bank –1720 Market Boulevard
Council Action Requested:
Consider the request by Terron Wright with The Architects Partnership, Ltd. for site plan
approval and act on the attached resolution.
Approval of a site plan requires a simple majority.
Background Information:
The applicant is proposing to construct a Chase Bank on leased land in the Hastings
Marketplace West commercial development. An outlot does not need to be platted
because the land is not being purchased. The applicant intends to seek LEED
Certification and incorporate solar panels into the construction.
Please see the attached Planning Commission Staff report from August 11, 2025 for
additional information.
Advisory Commission Discussion:
Planning Commissioners discussed the project briefly and voted 4-0 in favor of the
proposal at their August 11, 2025 meeting. No members of the public spoke at the
meeting.
Council Committee Discussion:
None
Attachments:
•Site plan resolution
•Planning Commission Staff Report –August 11, 2025
•Site plans
X-C-01
HASTINGS CITY COUNCIL
RESOLUTION NO._________
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF HASTINGS GRANTING SITE PLAN APPROVAL FOR
CHASE BANK AT 1720 MARKET BOULEVARD
Councilmember ___________________________ introduced the following Resolution
and moved its adoption:
WHEREAS, Terron Wright with The Architects Partnership, Ltd. has petitioned for Site
Plan approval to construct a Chase Bank building 1720 Market Boulevard, legally
described as Lot 3, Block 1, HASTINGS MARKETPLACE WEST, Dakota County,
Minnesota; and
WHEREAS, on August 11, 2025, review was conducted before the Planning
Commission of the City of Hastings as required by state law, city charter, and city
ordinance; and
WHEREAS,the Planning Commission recommended approval of the site plan to the
City Council, subject to the conditions contained in this resolution; and
WHEREAS,The City Council has reviewed the request and concurs with the
recommendation of the Planning Commission.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HASTINGS AS FOLLOWS:
That the City Council hereby approves the special use permit as presented to the City
Council subject to the following conditions:
1)Conformance with the Planning Commission Staff Report and plans dated August
11, 2025.
2)All disturbed areas of the property shall be stabilized with rooting
vegetative cover to eliminate erosion problems.
3)Any uncompleted site work must be escrowed at 125 percent of the
estimated value prior to issuance of a certificate of occupancy.
X-C-01
4)The perimeter of the site must have erosion control, as approved by the City
Engineering Department.
5)The City Engineering Department must approve any required drainage
plan.
6)Approval is subject to a one-year Sunset Clause; if significant progress is
not made towards the proposal within one year of City Council approval,
the approval is null and void.
Council member __________________ moved a second to this resolution and Adopted
by the Hastings City Council on August 18, 2025, by the following vote:
Ayes: ____
Nays: _____
Absent: ______
ATTEST:__________________________
Mary Fasbender, Mayor
________________________________
Kelly Murtaugh,
City Clerk
(City Seal)
This instrument drafted by:
City of Hastings (JJF)
101 East 4th Street
Hastings, Minnesota 55033
X-C-01
To: Planning Commission
From:Justin Fortney, City Planner
Date:August 11, 2025
Item:Site Plan –2025-26 –Chase Bank –1720 Market Boulevard
Planning Commission Action Requested: The Planning Commission is asked to review
the proposed site plan and make a recommendation to the City Council.
Background Information:
The applicant is proposing to construct a Chase Bank on leased land in the Hastings
Marketplace West commercial development. An outlot does not need to be platted
because the land is not being purchased. The applicant intends to seek LEED
Certification and incorporate solar panels into the construction.
Site Plan Review
Comprehensive Plan Classification
The 2040 Comprehensive Plan designates this area as commercial.
Zoning Classification
The subject property is zoned C-4, Regional Shopping Center.
Adjacent Zoning and Land Use
Direction Existing Use Zoning Comp Plan
North HWY 55 Commercial C-4 Commercial
East Arby’s C-4 Commercial
South CUB Foods C-4 Commercial
West Davita Dialysis C-4 Commercial
Existing Condition
The site is an underutilized parking lot.
Building Setbacks
Setbacks in commercial districts are determined at the time of site plan review. The
proposed building setback from the north property line is 57-feet, which is similar to
Arby’s and Davita Dialysis.
Vehicular Access and Circulation
The site is adjacent to an access drive which will serve the site. There is one drive-thru
lane with bypass for an ATM with after-hours depository. There is room for a total of
three cars. The applicant states this amount of stacking has been adequate at other
locations.
Planning Commission Memorandum
X-C-01
Parking
The site was originally developed with more parking spaces than required. Based on floor
area, 414 parking spaces are required and 506 are provided with this proposal. There will
be 55 less spaces than today and a reduction of 4,162 Sq Ft of impervious surface.
Architectural Standards
Architectural standards require 65% class I & II materials, with at least 25% being class I
for elevations visible from the street. Class I includes (brick, stone, glass, etc.) and class
II includes materials meant to mimic class I materials and composite products. Three
proposed building façades include a lot of glass and class II materials, which meet the
requirements. The west side is low on class I materials because there are only two glass
doors (5% class I). Bathrooms are located behind the left side. Staff is supportive of the
proposal because 100% of the wall is class I & II rather than the 65% required. This has
been allowed in the past.
Landscaping
Based on the site size and amount of pavement, the zoning ordinance requires the
following number of plantings.
Type Required Proposed
Trees 16 16
Shrubs 16 19
Lighting
The proposed photometric plan shows light levels mostly controlled by existing parking
lot lights, which will be protected or saved during construction.
Attachments:
•Aerial Photograph
•Site Photographs
•Elevation Drawings
•Site Plans
X-C-01
Aerial Photograph
View from Highway 55
X-C-01
X-C-01
X-C-01
X-C-01
X-C-01
X-C-01
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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C0.0
TITLE SHEET
CHASE BANK
HASTINGS, MINNESOTA
SITE LOCATIONSITE LOCATION MAP N
ISSUED FOR: LAND USE APPLICATION
SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 TITLE SHEET
C1.0 REMOVALS PLAN
C2.0 SITE PLAN
C2.1 TURNING MOVEMENT
C3.0 GRADING PLAN
C4.0 UTILITY PLAN
C5.0 CIVIL DETAILS
C5.1 CIVIL DETAILS
C5.2 CIVIL DETAILS
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN NOTES & DETAILS
SW1.0 SWPPP - EXISTING CONDITIONS
SW1.1 SWPPP - PROPOSED CONDITIONS
SW1.2 SWPPP - DETAILS
SW1.3 SWPPP - NARRATIVE
PROJECT CONTACTS
NAME & ADDRESS CONTACT
CIVIL ENGINEER
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
MATT PAVEK
612-615-0060
MPAVEK@CIVILSITEGROUP.COM
LANDSCAPE ARCHITECT
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
ROB BINDER
612-615-0060
RBINDER@CIVILSITEGROUP.COM
DEVELOPER
COMPANY NAME
ADDRESS LINE 1
ADDRESS LINE 2
CONTACT NAME
PHONE NUMBER
EMAIL
PROPERTY OWNER
ARCHITECT
THE ARCHITECTS PARTNERSHIP, LTD.
200 SOUTH MICHIGAN AVE, SUITE 200
CHICAGO, ILLINOIS 60604
TERRON WRIGHT
561-628-9845
WRIGHT@TAPCHICAGO.COM
SURVEYOR
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
RORY SYNSTELIEN
612-615-0060 X 712
RORY@CIVILSITEGROUP.COM
GEOTECHNICAL
ENGINEER
TERRACON
2625 HIGHWAY 14 WEST
ROCHESTER, MN 55901
KYLE M. SHUBERT
REVISION SUMMARY
DATE DESCRIPTION
PHILLIPS EDISON & COMPANY INC.
Know what's below.
before you dig.Call
R
KENNETH GRO
513-344-4606
KGROH@PHILLIPSEDISON.COM
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 CONFIRM THAT THE EXISTING CONDITIONS FOR
THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR
TO CONSTRUCTION.
3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED
PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERVICES.
4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,
FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN
PROJECT DOCUMENTS.
5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY
COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR
PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED
FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT
ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO
SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL
PERMITS ARE OBTAINED.
X-C-01
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0 21.4
Column Overhang
8" DIP
(Per Rec.)
22
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Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
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0
7
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5
2
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E
31
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Bituminous
Parking Lot
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Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
Truncated Dome
Shopping Cart Corral
Sh
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Shopping
Cart Corral
MARKET BOULEVARD[A]
2"
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Small Utility
Conduits
(Per Rec)
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CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
REMOVE EXISTING
TREE AND ROOT
BALL, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
REMOVE
EXISTING
CURB AND
GUTTER, TYP.
SAW CUT
EXISTING
BITUMINOUS
PAVEMENT
SALVAGE
EXISTING LIGHT
POLE FOR RE-USE
EXISTING
BOLLARDS AND
ELECTRICAL
OUTLET TO
REMAIN. PROTECT
FROM DAMAGE
EXISTING CURB
TO REMAIN.
PROTECT FROM
DAMAGE
EXISTING
CURB TO
REMAIN.
PROTECT
FROM
DAMAGE
EXISTING MAILBOX
AND USPS DROPOFF
TO BE RELOCATED,
SEE C2.0
PROTECT
EXISTING SWALE
EXISTING
PAVEMENT TO
REMAIN. PROTECT
FROM DAMAGE,
TYP.
EXISTING LIGHT
POLE TO REMAIN.
PROTECT FROM
DAMAGE
EXISTING
LIGHT POLE
TO REMAIN.
PROTECT
FROM
DAMAGE, TYP.
EXISTING
LIGHT POLE
TO REMAIN.
PROTECT
FROM
DAMAGE
EXISTING LIGHT
POLE TO REMAIN.
PROTECT FROM
DAMAGE
EXISTING
MONUMENT SIGN
TO REMAIN.
PROTECT FROM
DAMAGE
EXISTING STORM
SEWER TO
REMAIN. PROTECT
FROM DAMAGE,
TYP.
EXISTING SIGN
TO REMAIN.
PROTECT
FROM
DAMAGE, TYP.
EXISTING CATCH
BASINS TO REMAIN,
PROTECT FROM
DAMAGE
SHOPPING CART
CORRAL TO BE
RELOCATED,
COORDINATE
WITH CUB
EXISTING
HYDRANT TO
REMAIN. PROTECT
FROM DAMAGE
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVALS PLAN LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE
MATERIAL, INCLUDING BIT., CONC., AND
GRAVEL PVMTS.
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
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C1.0
REMOVALS PLAN
REMOVE CURB AND GUTTER. IF IN
RIGHT-OF-WAY, COORDINATE WITH LOCAL
GOVERNING UNIT.
REMOVAL NOTES:
CITY OF HASTINGS REMOVAL NOTES:
1.RESERVED FOR CITY SPECIFIC REMOVAL 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.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.
SEE SWPPP ON SHEETS SW1.0 - SW1.3
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
PHILLIPS EDISON & COMPANY INC.
KENNETH GRO
513-344-4606
KGROH@PHILLIPSEDISON.COM
X-C-01
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Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
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0
7
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5
2
"
E
31
1
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5
Bituminous
Parking Lot
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Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
MARKET BOULEVARD[A]
22
"
42"24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
BIT.
PVMT.,
TYP
ACCESSIBLE
PARKING SPACE,
INCL. SIGNAGE,
STRIPING,
BOLLARDS, AND
RAMPS
PVMT.
STRIPING TYP.
CONC.
WALK, TYP
B612 C&G,
TYP.
9
NO
PARKING
24
.
0
17.0
24.0
18
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0
6.
0
90.0
27.0
24
.
0
24
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0
1
1
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5
24
.
0
24
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0
BIT.
PVMT.,
TYP
DRIVE
THRU
WINDOW
"HITCHING POST"
STYLE BIKE RACK (4
SPACES), SURFACE
MOUNT PER MANUF.
SPECS.
B612 C&G,
TYP.
RELOCATED MAILBOX,
DROP BOX AND
OTHER REQUIRED
COMPONENTS.
COORDINATE FINAL
LOCATION WITH MAIL
CARRIER AND OWNER
TRASH ENCLOSURE PAD,
SEE ARCHITECTURAL
PLANS FOR DETAILS
6' CURB
TAPERS, SEE
C3.0
1' CURB
TAPERS, SEE
C3.0
CONSTRUCTION
LIMITS
VALLEY
GUTTER, TYP.
8' X 10'
TRANSFORMER
PAD COORD.
WITH ARCH
AND ELEC.
B612 C&G,
TYP.
VALLEY
GUTTER,
TYP.
MATCH
EXISTING
C&G
CONC.
WALK, TYP
RIBBON
CURB
CONC. WALK, TYP
B612 C&G,
TYP.
B612 C&G,
TYP.
B612 C&G,
TYP.
B612 C&G,
TYP.BACK-TO-BACK
B612 C&G,
TYP.
MATCH
EXISTING
C&G
R3.
0
R10.0R10.0 R10.0
R10.0
R10.
0
R3.0R3.
0R3.0R3
.
0
R3.0
R
1
0
.
0
R5.
0
R15.0
R1
4
.
0
R5.
0
R3.0
R5
.
0
R1
5
.
0
SCREENING FENCE AROUND
MECH. METERS, SEE ARCH.
EXISTING
BOLLARDS
PVMT.
STRIPING TYP.
MATCH EXISTING BIT.
PVMT. AT SAWCUT LINE
MATCH EXISTING BIT.
PVMT. AT SAWCUT LINE
MATCH EXISTING BIT.
PVMT. AT SAWCUT LINE
MATCH EXISTING BIT.
PVMT. AT SAWCUT LINE
MATCH EXISTING BIT.
PVMT. AT SAWCUT LINE
MATCH EXISTING
BIT. PVMT. AT
SAWCUT LINE
MATCH EXISTING
BIT. PVMT. AT
SAWCUT LINE
5
56
.
8
19.9
21.5
51
.
2
48
.
0
45.3
51
.
4
57
.
3
54.0
R15.0
R5.0
R3
.
0
R
3
.
0
R30.0
R3.0
R
3
.
0
R10.0
35.722.4 11.515.8
PVMT.
STRIPING TYP.
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
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 DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF
APPLICABLE). SEE GEOTECHNICAL REPORT
FOR AGGREGATE BASE & WEAR COURSE
DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF HASTINGS SITE SPECIFIC NOTES:
1.RESERVED FOR CITY SPECIFIC SITE 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.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 STRIPING 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.
19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL
DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK
INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS
PROCEDURE IS NOT FOLLOWED.
20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH
REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA
REQUIREMENTS.
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
HEAVY DUTY CONCRETE PAVEMENT, SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
PHILLIPS EDISON & COMPANY INC.
KENNETH GRO
513-344-4606
KGROH@PHILLIPSEDISON.COM
LEASING LINE
PROPOSED EASEMENT LINE
X-C-01
PI
D
:
1
9
3
2
0
8
0
0
1
0
1
0
Ad
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s
s
:
1
7
1
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0
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:
1
7
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P
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L
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2
22
22
Column Overhang
22
22
22
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
2
"
E
31
1
.
0
5
Bituminous
Parking Lot
Bi
t
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Pa
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D
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e
Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
Truncated Dome
Shopping Cart Corral
Sh
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p
p
i
n
g
Ca
r
t
C
o
r
r
a
l
Shopping
Cart Corral
12
"
R
C
P
15
"
R
C
P
24
"
RC
P
24
"
R
C
P
21" RCP15" RCP
MARKET BOULEVARD[A]
22
"
42"
24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
NO
PARKING
CONSTRUCTION
LIMITS
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SEE SHEET C0.1 FOR GENERAL
SITE NOTES
REVISION SUMMARY
DATE DESCRIPTION
C2.1
TURNING MOVEMENT
SEE SHEET C2.0 FOR GENERAL
SITE NOTES & LEGEND
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
X-C-01
PI
D
:
1
9
3
2
0
8
0
0
1
0
1
0
Ad
d
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e
s
s
:
1
7
1
3
M
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t
B
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:
C
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H
H
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s
PI
D
:
1
9
3
2
0
8
0
0
1
0
2
0
Ad
d
r
e
s
s
:
1
7
0
2
M
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L
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2
19
22
22
2.
1 102.0 2.
1 24.7
11
.
8
41.2
13
.
7
3.41.
6 9.9 2.
0 21.4
1.
8 25.2
12
0
.
6
13
.
8
3.32.
0 21.4
Column Overhang
San. Serv.
(Per Rec.)
8" DIP
(Per Rec.)
22
22
22
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
2
"
E
31
1
.
0
5
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
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s
Pa
r
k
i
n
g
L
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t
Bi
t
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n
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D
r
i
v
e
Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
Truncated Dome
Shopping Cart Corral
Sh
o
p
p
i
n
g
Ca
r
t
C
o
r
r
a
l
Shopping
Cart Corral
12
"
R
C
P
15
"
R
C
P
24
"
RC
P
24
"
R
C
P
21" RCP15" RCP
MARKET BOULEVARD[A]
2"
C
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Wa
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S
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v
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e
(P
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R
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)
Small Utility
Conduits
(Per Rec)
22
"
42"
24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
NO
PARKING
CONSTRUCTION
LIMITS
TO
TO
TO
TO
TO
TO
TO
TO
TO
TOTO
TO
SB-1 SB-2
SB-3 SB-4
SB-7
SB-5
SB-6
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
A
S
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B
A
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MA
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K
E
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B
L
V
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I
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,
M
N
5
5
0
3
3
PH
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S
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D
I
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O
N
&
C
O
M
P
A
N
Y
I
N
C
.
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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C3.0
GRADING PLAN
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
CITY OF HASTINGS GRADING NOTES:
1.RESERVED FOR CITY SPECIFIC GRADING NOTES.
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW
LINE UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
891.26
891
891.00 G
891.00 TC
891.00 BS/TS
890
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB 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.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)
PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.
10.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.
11.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.
12.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.
13.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.
14.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.
15.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.
16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS
MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION
SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR.
17.TOLERANCES
17.1.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.
17.2.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.
17.3.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.
17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH
REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA
REQUIREMENTS.
18.MAINTENANCE
18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
18.2.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.
18.3.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.
SEE SWPPP ON SHEETS SW1.0 - SW1.3
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
GROUNDWATER ELEVATION PER
BORING
BORING GROUND WATER
ELEVATION
B-1 -
B-2 -
B-3 -
B-4 -
B-5 -
B-6 -
B-7 -
PER GEOTECHNICAL REPORT COMPLETED BY
TERRACON, ON 12/20/2024. (#JY245044)
GROUNDWATER WAS NOT ENCOUNTERED IN ANY SOIL
BORINGS CONDUCTED
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
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8
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San. Serv.
(Per Rec.)
8" DIP
(Per Rec.)
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
2
"
E
31
1
.
0
5
Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
12
"
R
C
P
15
"
R
C
P
24
"
RC
P
24
"
R
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P
21" RCP15" RCP
MARKET BOULEVARD[A]
2"
C
o
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Wa
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S
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Small Utility
Conduits
(Per Rec)
22
"
42"
24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
NO
PARKING
CONSTRUCTION
LIMITS
MAKE CORE DRILL CONNECTION
WITH SLEEVE TO EXISTING
SANITARY SEWER MANHOLE
EX RIM=898.45 (SURVEYED)
EX 8" IE (S)=891.70 (SURVEYED)
VERIFY PRIOR TO CONST
PROP 6" IE (W)=893.20
RECONSTRUCT GROUT BENCH
FIELD VERIFY POSSIBLE GATE
VALVE LOCATION PRIOR TO
CONST. NOTIFY EOR OF FINDINGS
78 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 0.50%
SANITARY CLEANOUT
RIM(EX.G)=898.76
IE(N)=893.86
IE(E)=893.76
CROSSING
21" STM TOP=±892.02
(FIELD VERIFY PRIOR TO CONST)
6" SAN IE=894.71
CENTER 20' STICK OF SCH40
SEWER PIPE AT CROSSING
2" DOMESTIC DIP WATER SERVICE
AND VALVE, STUB TO WITHIN 5'
FROM BUILDING, COORD. W/MECH'L
56 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 1.00%
CROSSING
8" WTR TOP=±891.17
(FIELD VERIFY PRIOR TO CONST)
6" SAN IE=894.32
CENTER 20' STICK OF SCH40
SEWER PIPE AT CROSSING
CROSSING
8" WTR TOP=±891.67
(FIELD VERIFY PRIOR TO CONST)
6" SAN IE=893.27
CENTER 20' STICK OF SCH40
SEWER PIPE AT CROSSING
STUB 6" SANITARY SEWER
TO 5' FROM BUILDING
IE @ STUB=896.41
COORD. W/MECH'L
STUB 6" STORM TO 5'
FROM BUILDING
IE @ STUB=895.52
COORD. W/MECH'L
EX. STORM MH
EX RIM=896.77
EX 21" IE(W)=889.84 (SURVEYED)
EX 24" IE(SE)=889.55 (SURVEYED)
(FIELD VERIFY PRIOR TO CONST)
PROP 6" IE(NW)=890.00
CORE DRILL NEW CONNECTION TO
EXISTING MH
99 LF 6" PVC
SCH 40 STORM
@ 5.00%
EXISTING HYDRANT
FIELD VERIFY LOCATION OF EXISTING
UNDERGROUND CONDUITS AND
ABOVEGROUND PEDESTAL /
BOLLARDS PRIOR TO CONST. ENSURE
PROTECTION DURING CONSTRUCTION
OF PROPOSED CURB ISLAND.
PROPOSED UTILITY EASEMENT
FOR SANITARY CONNECTION
TO EXISTING MANHOLE.
TO BE SECURED FROM
PID:193208001010
BUILDING PROPOSED WITHOUT FIRE
SPRINKLER. CONFIRM AND
COORDINATE WITH ARCH. AND MECH.
SANITARY CLEANOUT
RIM(EX.G)=897.71
IE=894.86
100 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 1.00%
MAKE CONNECTION TO EXISTING 2"
COPPER WATER SERVICE STUB.
INSTALL GATE VALVE AND VALVE BOX
(FIELD VERIFY PRIOR TO CONST)
DOWNSPOUT TO PIPE
CONNECTION, SEE
DETAIL ON SHEET C5.0,
COORD. W/MECH'L
DOWNSPOUT TO PIPE
CONNECTION, SEE DETAIL ON
SHEET C5.0, COORD. W/MECH'L
27 LF 6" PVC
SCH 40 STORM
@ 2.00%
28 LF 6" PVC
SCH 40 STORM
@ 2.00%
13 LF 6" PVC SCH
40 STORM @ 2.00%
46 LF 6"
PVC SCH 40
STORM @
1.00%
57 LF 6" PVC
SCH 40 STORM
@ 1.00%
39 LF 6" PVC SCH
40 STORM @ 1.00%
STORM CLEANOUT
RIM=899.24
IE=895.37
SANITARY CLEANOUT
RIM=899.87
IE(W)=895.35
IE(S)=895.25
SANITARY
CLEANOUT
RIM=899.03
IE(N)=895.88
IE(E)=895.78
SANITARY CLEANOUT
RIM=900.07
IE(E)=896.30
IE(S)=896.20
21 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 0.50%
64 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 0.50%
85 LF OF INSULATED 6"
PVC SCH 40 SANITARY
SEWER @ 0.50%
STORM CLEANOUT
RIM=899.26
IE=895.94
STORM CLEANOUT
RIM=900.30
IE=896.40
(2) 2" 45° ELBOW
(2) 2" 45° ELBOW
(2) 2" 45° ELBOW
STMH 1
RIM=899.45
IE(NW/W)=894.98
IE(SE)=891.98
CROSSING
2" WTR TOP=±891.60
6" SAN IE=895.66
CENTER 20' STICK OF SCH40
SEWER PIPE AT CROSSING
CROSSING
2" WTR TOP=±891.90
6" STRM IE=895.94
CENTER 20' STICK OF SCH40
STORM PIPE AT CROSSING
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
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GENERAL UTILITY NOTES:
UTILITY PLAN LEGEND:
CITY OF HASTINGS UTILITY NOTES:
1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
MANHOLE
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
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 SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
3.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.
4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF
THE OWNER.
5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
6.UTILITIES CONNECTIONS 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.
7.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.
8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT
EXTENSIONS ARE INCIDENTAL.
10.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.
11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED
FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.
12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED
WITH THE CITY PRIOR TO CONSTRUCTION.
13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT
CONTRACTORS AND CITY STAFF.
16.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.
17.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.
18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE
INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO
ENGINEER UPON COMPLETION OF WORK.
21.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.
22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE
GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN
THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS
THE RESPONSIBILITY OF THE CONTRACTOR.
PRIVATE UTILITY NOTES: (FOR UTILITIES ON PRIVATE PROPERTY)
1.ALL UTILITIES (SANITARY, STORM SEWER AND WATER) LOCATED ON PRIVATE PROPERTY (OUTSIDE THE RIGHT OF WAY) IS SUBJECT TO
AND GOVERNED BY THE 2020 MINNESOTA STATE PLUMBING CODE. CONTRACTOR SHALL MEET REQUIREMENTS RELATED TO MATERIALS,
INSTALLATION AND TESTING.
2.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.
3.SANITARY SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM
D2665, ASTM F794 FITTINGS.
4.STORM SEWER SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM
D2665, ASTM F794 FITTINGS.
5.WATER SERVICES SHALL BE TYPE K COPPER, ASTM B42, ASTM B43, ASTM B75, ASTM B88, ASTM B135, ASTM B251, ASTM B302, ASTM B447
WITH ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.26, ASME B16.50, ASME B16.51, ASME 1061 FITTINGS.
PROPOSED EASEMENT LINE
X-C-01
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
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C5.0
CIVIL DETAILS
REVISION SUMMARY
DATE DESCRIPTION
EXPANSION JOINT SEALANT DETAILS
N T S
NOTES:
1.SEPARATING TAPE OR BACKER
MATERIAL REQUIRED TO PREVENT JOINT
SEALANT FROM FLOWING INTO SAWCUT,
TO SEPARATE NONCOMPATIBLE
MATERIALS AND TO PREVENT SEALANT
FROM BONDING TO BOTTOM OF
RESERVOIR.
2.TOP OF SEALANT WILL BE 1/8" TO 1/4"
BELOW TOP OF PAVEMENT.
W= WIDTH OF SEALANT RESERVOIR
1/2" MINIMUN
5/8" MAXIMUM
EXCEPT FOR 3/4" EXPANSION
JOINTS
D= DEPTH OF SEALANT
1.0 TO 1.5 TIMES W
T= DEPTH OF INTIAL SAWCUT, 1/4 OF
THE SLAB THINKNESS FOR
PAVEMENT LESS THAN 12"
POURED JOINT
SEALANT
SEPARATING TAPE SEE
NOTE 1
SEE NOTE 2
POURED JOINT
SEALANT
SEE NOTE 2
BACKER MATERIAL SEE
NOTE 1
W
D
T
T
W
D
POURED JOINT
SEALANTSEE NOTE 2
BACKER MATERIAL
SEE NOTE 1
T
W
D
COMPACTED CLASS 5
AGGREGATE BASE. SEE
SOIL REPORT FOR
DEPTH, 6" MIN.
EXTERIOR BUILDING WALL
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
4
6"
3'
-
6
"
3'
-
6
"
60
"
-
6
6
"
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ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION
N T S
1'-6"
NOTE:
1. SIGN SHALL BE AS SPECIFIED.
2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST
INSTALLATION DETAIL
3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE
GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"
FROM TOP
ADJACENT PVMT. - MATERIAL
VARIES, SEE PLAN & DETAILS
SLOPE TOP
OF FOOTING
AWAY FROM
BASE, TYP.
1" SILICONE RUBBER OR
ASPHALTIC CAULKING
COMPOUND
6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1
COAT ANTI-RUST PRIMER PRIMER
3-3/16", 2 LBS./FT., COMMERCIAL GRADE,
GALVANIZED STEEL "CHANNEL" STYLE SIGN POST
METAL SIGN(S) ACCORDING TO MN STATE
CODE, PROVIDE SHOP DRAWING OF SIGN
MODEL
GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE
REINFORCING PLATE AT EACH BOLT LOCATION (3"X3")
TRIM POST TO
BELOW TOP OF
SIGN
6"
14" THICK, COMMERCIAL GRADE THERMOPLASTIC
POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL
SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.
PROVIDE COLOR SELECTION OPTIONS
CUT TOP OF POLYETHYLENE SLEEVE TO
ACCOMMODATE CHANNEL POST (ON-SITE)
COMMERCIAL GRADE CONSPICUITY MARKINGS
(TAPE), 3M DIAMOND GRADE SERIES 973, OR
SIMILAR
COMPACTED AGG., TYP.
6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH
ANTI-RUST PRIMER
CONC. FOOTING, SONOTUBE® FORM RECOMMENDED
NO PARKING TO BE
USED IN FRONT OF
STRIPED ACCESS
AISLE
14
ACCESSIBLE PARKING PAVEMENT MARKING
N T S
NO
PARKING
NOTE:
1.ADHERE TO ALL STATE & FEDERAL ADA
STANDARDS FOR PARKING, PAINT &
SIGNAGE.
2.VERIFY AND LAYOUT ALL PAINTED FORMS &
STRIPING PRIOR TO INSTALLATION
3.SEE PLAN FOR ACTUAL PARKING SPACES
LAYOUT
4.ALL PAINT COLORS MUST CONFORM TO
STATE AND FEDERAL ADA STANDARDS
NO
PARKING
NO
PARKING
4" WIDE PAINTED STRIPING, 45°
CROSS STRIPE PATTERN AT 2'
O.C. AT ACCESS AISLE
FACE OF CURB
ADJ. SIDEWALK
ACCESSIBLE CURB RAMP.
SEE GRADING & DETAILS
HANDICAP SIGN, CENTERED AT HEAD
OF PARKING SPACE AND ACCESS
AISLE 2' MIN,. AND 8' MAX. FROM FACE
OF CURB
HANDICAP PARKING ACCESS
AISLE WITH PAINTED 12" HIGH
LETTERING OF "NO PARKING"
CENTERED TOWARD DRIVE
AISLE
NO PARKING SIGN
CENTERED AT HEAD OF
SPACE ON CENTER STRIPE
HANDICAP PARKING SPACE
WITH PAINTED
INTERNATIONAL SYMBOL OF
ACCESSIBILITY WITH
CONTRASTING SQUARE
BACKGROUND, CENTERED
TOWARD DRIVE AISLE
NOTE: FOR REFERENCE ONLY, USE
STANDARD ADA PVMT. PAINT
TEMPLATE
6" RADIUS
12" DIAMETER
6" LINE WIDTH FOR FIGURE
6" LINE WIDTH OUTSIDE BORDER
5'-6" SQUARE OVERALL
18" RADIUS "WHEEL" SHAPE
PAINTED SYMBOL DIAGRAM
8'
MIN.
8'
MIN.
8'
MIN.
PE
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BITUMINOUS PAVEMENT - ALL TYPES
N T S
"A" WEAR COURSE (MNDOT
2360 - SPWEA340B)
TACK COAT (MNDOT 2357)
"B" BASE COURSE (MNDOT
2360 - SPNWB330B)
"C" CLASS 5 AGGREGATE
SUBBASE (MNDOT 3138)
COMPACTED SUBGRADE
(100% OF STANDARD
PROCTOR MAX. DRY
DENSITY)
PAVEMENT DESIGN
TYPE WEAR (A)BASE (B)AGG.(C)
NOTE:
IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE
GEOTECH REPORT FOR FINAL PAVEMENT SECTION.
IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE
CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO
GEOTECH FOR FINAL PAVEMENT SECTION.
1
LIGHT DUTY X"X"X"
HEAVY DUTY X"X"X"
FINISHED GRADE
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.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.
4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR
FINAL PAVEMENT SECTION.
CONCRETE PVMT./WALK/PAD- NO FIBER
N T S (PRIVATE PROPERTY)
SAW CUT JOINT,
SEE DETAIL (TYP.)
LIGHT BROOM FINISH
PERPENDICULAR TO
TRAFFIC
"A" CONCRETE AS
SPECIFIED
"B" CLASS 5 AGGREGATE
BASE
COMPACTED SUBGRADE
THIS OCCURS ONLY WHERE
MULCH MEETS EDGE OF WALK
LEAVE TOP OF MULCH DOWN
1" FROM TOP OF WALK
PAVEMENT DESIGN
TYPE CONC. (A)AGG.(B)
CURING:
1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.
2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.
3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.
JOINT DEPTH T/4
2
WALKS 5"6"
CONC. PVMT.X"X"
DOWELED JOINT BETWEEN TWO PAVEMENTS
N T S
"D" - DENOTES DOWEL DIAMETER
"T" - DENOTES PAVEMENT THICKNESS
NOTES:
1.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL
MAY BE USED.
2.USE THICKENED EDGE ON NEW PAVEMENT WHEN
EXISTING PAVEMENT HAS THICKENED EDGE.
DRILL & GROUT DOWEL
EPOXY COATED
DOWEL SCHEDULE
DOWEL SIZE DIA.LENGTH SPACING
8" OR LESS 34"16"12" 0.C.
9" - 11"1"16"12" 0.C.
12"-15"1-1/4"20"15" O.C.
16" OR MORE 1-1/2"20"18" O.C.
16" OR MORE 1-1/2"22"24" O.C.
"T
"
"T"/2 +/- "D"/2
PROPOSED NEW PVMT/CURB OF OTHER CONC STRUCTURE,
SEE PLAN
EXISTING PVMT. OR EXISTING/PROPOSED NEW PVMT./CURB
OR OTHER CONC. STRUCTURE, SEE PLAN
3
N T S
B-612 CONCRETE CURB AND GUTTER
7"
13
1
/
2
"
6"
FINISHED GRADE
FINISHED GRADE
3" RADIUS CORNERS
1:3 BATTER SLOPE GUTTER 3/4"/1'
0.5% SLOPE-CONSTRUCT WITH REVERSE
SLOPE GUTTER WHERE THE PAVEMENT
SLOPES AWAY FROM CURB
1/2" RADIUS
6"
8"12"
CLASS 5 AGGREGATE SUB-BASE,
COORD. BITUMINOUS PAVEMENT
DETAIL (6" MIN.)
COMPACTED SUB-BASE, EXIST.
NATIVE OR PER SOILS REPORT
NOTE:
1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS
1/2" RADIUS
5
7"
24"
FINISHED GRADE
NOTES:
1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS
6"
VALLEY GUTTER
N T S
ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE
PLAN
CAST-IN-PLACE CONCRETE VALLEY GUTTER
SEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT.
PVMT., OR OTHER MATERIALS,
SEE PLAN
COMPACTED CLASS 5 AGGREGATE
BASE, SEE SOIL REPORT FOR DEPTH,
6" MIN.
COMPACTED SUB-BASE, NATIVE SOIL
OR AS PER SOILS REPORT
RECOMMENDATIONS
FINISHED GRADE12"1-1
2"
6
20"
FINISHED GRADE
NOTES:
1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS
6"
6"
RIBBON CURB
N T S
ADJ. PVMT. SECTION, OR OTHER
MATERIALS, SEE PLAN
CONTINUOUS SLOPE CONCRETE "CURB"
SLOPE ACROSS CURB 34" PER 1'-0"
ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR
OTHER MATERIALS, SEE PLAN
COMPACTED CLASS 5 AGGREGATE
BASE, SEE SOIL REPORT FOR DEPTH,
6" MIN.
COMPACTED SUB-BASE, NATIVE SOIL
OR AS PER SOILS REPORT
RECOMMENDATIONS
FINISHED GRADE
7"
7
8"
AS REQUIRED
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.
CONCRETE THRUST BLOCK
WATERMAIN
GATE VALVE
REFER TO DRAWINGS
FOR SIZES
VALVE BOX
FINISH GRADE
COVER SHALL BE
STAMPED WITH "WATER"
10
PIPE BEDDING - PVC
N T S
"BC" DENOTES OUTSIDE
DIAMETER OF PIPE
COARSE FILTER
AGG. (MNDOT
SPEC. 3149H
MODIFIED)MINIMUM
2D+BC+12"
D VARIABLE
PIPE FOUNDATION & BEDDING IN GOOD SOILS
PIPE FOUNDATION & BEDDING IN GOOD SOILS
MIN.=BC+12
BC
BC
"BC" DENOTES OUTSIDE
DIAMETER OF PIPE
COMPACTED BACKFILL
GR
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4
9
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F
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6"
12
"
COMPACTED
BACKFILL
BE
D
D
I
N
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FOUNDATION
12
"
6"
11
6"
PR
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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 GRADEDIA + 3'
UTILITY PIPE
DIA
12
1
8"
MIN.
1 2"
112"
27"
11
2"
16
"
O
.
C
.
BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB
REINFORCED WITH 6" x 6" 10/10 MESH
3 16
"
VA
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B
L
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1'
-
8
"
M
A
X
.
CL FLOW
FLOW
SANITARY SEWER MANHOLE
N T S
RUBBER
BOOT
SLOPE AT 2 IN./FT. (TYP)
RUBBER BOOT
RUBBER GASKET - TYP
AT ALL JOINTS
STEPS ON DOWNSTREAM SIDE
PRECAST CONCRETE CONE SECTION
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN RINGS,
CASTING, AND ALONG OUTSIDE.
METAL SEWER CASTING - REFER TO
STRUCTURE SCHEDULE FOR TYPE
COVER SHALL BE STAMPED "SANITARY SEWER"
SLOPE @ 2IN./FT.
(TYP)
GROUT TO 1/2 PIPE
8
DOWNSPOUT TO PIPE CONNECTION
N T S
VA
R
I
E
S
BUILDING DOWNSPOUT REFER TO
ARCH'L
6" SLOTTED DRAIN CAP
COMPACTED SOIL
6" PVC SEWER RISER PIPE
(LENGTH AS REQUIRED)
6 PVC LONG RADIUS 14 BEND
SEWER ELBOW
6" PVC SEWER PIPE
CRUSHED AND COMPACTED
STONE
FINISHED GRADE
FINISHED GRADE IF PVMT.
2"
2" AIR GAP
13
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0
8
0
0
1
0
2
0
Column Overhang
San. Serv.
(Per Rec.)
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
2
"
E
Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
MARKET BOULEVARD[A]
22"
42"24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
NO
PARKING
CONSTRUCTION
LIMITS
1 - QB
1 - SH
3 - PC
3 - PC
1 - QB
6 - CM
6 - CM
7 - HL2
1 - EK
1 - EK
1 - SH1 - QB2 - SH 400 sf - SM
635 sf - SM
643 sf - SM
63 sf - SM
1 - QB
136 sf - RM
360 sf - BG
148 sf - SM
115 sf - SM
172 sf - RM
80 sf - RM
212 sf - BG
87 sf - RM
2,245 sf - BG
209 sf - RM
SYMBOL QTY COMMON / BOTANICAL NAME
GROUND COVERS
684 sf
1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH
1.5" SCREENED DECORATIVE ROCK/STONE MULCH 3" DEEP OVER
GEOTEXTILE FABRIC, PROVIDE SAMPLES. INSTALL W/EDGING AS
SHOWN ON LANDSCAPE PLAN.
1,941 sf
SHREDDED COLORED MULCH 3" DEEP / SHREDDED COLORED MULCH
DOUBLE SHREDDED COLORED MULCH INSTALLED 3" DEEP ON
GRADED, MATCH ADJ. EXIST. MULCH MATERIAL (COLOR RED), WEED
FREE, & PREPARED SOIL. PROVIDE EDGING AS REQ. ON LANDSCAPE
PLAN.
2,817 sf
BLUE GRASS SOD / SOD
BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED
SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY
WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED
FOR LARGER AREAS.
GROUND COVER SCHEDULE
L1.0
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.c
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
25821
Robert L. Binder
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
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1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY
KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM,
CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO),
DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).
2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES
HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING
THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..
POLLINATOR SAFE PLANT MATERIAL:
LANDSCAPE NOTES:
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
LANDSCAPE PLAN LEGEND:
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN
PLANTING SEASON SCHEDULE
SEASON CONIFEROUS DECIDUOUS REMARKS
SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15
FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15
NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
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.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.
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 TWO (2) 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 INCLUDING PRICING FROM OWNER, PRIOR TO
INSTALLATION.
X-C-01
CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
TREES
SH 4 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM 2.5" Cal. B&B NATIVE CULTIVAR N
EK 2 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N
QB 4 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y
10 SUBTOTAL:
EVERGREEN TREES
PC 6 Columnar Mugo Pine / Pinus mugo `Columnaris`#10 CONT NOT NATIVE
6 SUBTOTAL:
CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
SHRUBS
CM 12 Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONT NATIVE CULTIVAR Y
HL2 7 Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONT NOT NATIVE Y
19 SUBTOTAL:
PLANT SCHEDULE
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
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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.
25821
Robert L. Binder
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
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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.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.
3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER,
AND POWER CONNECTIONS.
5.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.
6.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.
7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL
SERVICE AND METERING FACILITIES.
8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.
9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
12.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.
13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING
MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
14.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.
15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED
AREAS WHENEVER POSSIBLE.
18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
19.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.
20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING
RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
22.USE SCREENS ON ALL HEADS.
23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED
CONDITION.
24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
25.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.
26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE
STRUCTURE.
IRRIGATION NOTES:
REVISION SUMMARY
DATE DESCRIPTION
SEE SHEET L1.0 FOR GENERAL
LANDSCAPE NOTES & LEGEND
Know what's below.
before you dig.Call
R
DRAWN @ ? size
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
1
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
4
FINISHED GRADE
18" - VERIFY W/ PLAN
DRAWN @ ? size
AGGREGATE MAINTENANCE STRIP
N T S
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE
SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR
TO INSTALLATION
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE
MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR
INSTALLATION AND PLACEMENT
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
COMPACTED SUBGRADE
2
X-C-01
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8
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Column Overhang
San. Serv.
(Per Rec.)
19
19
23
23
24
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
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"
E
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Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
Truncated Dome
Shopping Cart Corral
Sh
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MARKET BOULEVARD[A]
Small Utility
Conduits
(Per Rec)
Sh
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Ca
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C
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CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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NO
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F
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CO
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O
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SW1.0
SWPPP - EXISTING
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF HASTINGS EROSION CONTROL NOTES:
SWPPP LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
SILT FENCE / BIOROLL - GRADING LIMIT
1125
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.
REVISION SUMMARY
DATE DESCRIPTION
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, MAINTENANCE AND
COMPLIANCE WITH THE PERMIT.
SWPPP NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
X-C-01
PI
D
:
1
9
3
2
0
8
0
0
1
0
1
0
Ad
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:
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7
1
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19
22
22
Column Overhang
San. Serv.
(Per Rec.)
8" DIP
(Per Rec.)
22
22
22
Found 1/2 Inch
Open Iron Pipe
Found 1/2 Inch
Open Iron Pipe
S89°52'08"W
31.27
N89°52'08"E 476.68
S0
0
°
0
7
'
5
2
"
E
31
1
.
0
5
Bituminous
Parking Lot
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Concrete Walkway
[11] Limitation of Access per Doc. Nos. 901708, 1201634, 1598169, 1908816
[15] Drainage & Utility Easement Per Plat
MARKET BOULEVARD[A]
2"
C
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Wa
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(P
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Small Utility
Conduits
(Per Rec)
22
"
42"24
"
48"
3'-
0
"
SOL. #3 - 75"
CONSTRUCTION
LIMITS
NO
PARKING
CONSTRUCTION
LIMITS
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
INLET PROTECTION
AT EXISTING CATCH
BASIN TO REMAIN,
TYP
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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PRE
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:
NO
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U
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I
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
A
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B
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B
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.
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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SW1.1
SWPPP - PROPOSED
CONDITIONS
1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
CITY OF HASTINGS EROSION CONTROL NOTES:
SWPPP LEGEND:
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
1137
REVISION SUMMARY
DATE DESCRIPTION
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, MAINTENANCE AND
COMPLIANCE WITH THE PERMIT.
SWPPP NOTES:
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.
EX. 1' CONTOUR ELEVATION INTERVAL1125
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
X-C-01
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
PRE
L
I
M
I
N
A
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Y
:
NO
T
F
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R
CO
N
S
T
R
U
C
T
I
O
N
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
CH
A
S
E
B
A
N
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MA
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E
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B
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5
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&
C
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A
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I
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C
.
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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SW1.2
SWPPP - DETAILS
REVISION SUMMARY
DATE DESCRIPTION
NOTES:
1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.
2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH
STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.
3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.
CURB INLET SACK
N T S
OVERFLOW IS 12 OF THE CURB BOX HEIGHT
OVERFLOW AT TOP OF FILTER ASSEMBLY
EXISTING CURB, PLATE, BOX,
AND GRATE
DANDY CURB SACK OR
APPROVED EQUIVALENT
HIGH-FLOW FABRIC
1
FLOW
24
"
24
"
24
"
MI
N
.
6"
6"
SEDIMENT FENCE
N T S
FILTER FABRIC WITH
WIRE SUPPORT NET
AS SPECIFIED.
METAL POST
AS SPECIFIED.
SUPPORT NET: 12 GAUGE
4"X4" WIRE HOOKED ONTO
PERFORMED CHANNELS
ON POSTS AS SPECIFIED.
EXISTING GROUND
SURFACE
METAL POSTS
8'-0" O.C. MAX.
CARRY WIRE
SUPPORT NET
DOWN INTO
TRENCH
ANCHOR FABRIC
WITH SOIL, TAMP
BACKFILL
FILTER FABRIC AS
SPECIFIED SECURE
TO WIRE SUPPORT
NET WITH METAL
CLIPS 12" O.C.
2
PROFILE
PLAN
TO CONSTRUCTION AREA
N T S
STABILIZED CONSTRUCTION ACCESS
24
'
(
M
I
N
)
NOTES:
1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY.
2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO
THE LENGTH OF THE ENTRANCE.
3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.
4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER.
5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.
EX
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D
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W
A
Y
GEOTEXTILE FILTER FABRIC
6" MIN. CRUSHED STONE
75' MINIMUM EXISTING
UNDISTURBED
ROADWAY
TO
C
O
N
S
T
R
U
C
T
I
O
N
A
R
E
A
30' FROM EDGE OF ROAD
TO FRONT OF SPEED BUMP
35'
R
.
3
5
'
R
.
4" HIGH, 18"
WIDE SPEED
BUMPFINISHED
GRADE
3
X-C-01
SW1.3
SWPPP - NARRATIVE
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.
SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:
THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.
THIS PROJECT IS LESS THAN 1.0 ACRES SO AN NPDES PERMIT IS NOT 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.
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.
REVISION SUMMARY
DATE DESCRIPTION
PHILLIPS EDISON & COMPANY INC.
KENNETH GRO
513-344-4606
KGROH@PHILLIPSEDISON.COM
PROJECT NARRATIVE:
PROJECT IS A REDEVELOPMENT OF AN EXISTING PARKING LOT AREA INTO COMMERCIAL BUILDING. SITE, GRADING,
UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.
NATIVE BUFFER NARRATIVE:
PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE
PLANS.
SOIL CONTAMINATION NARRATIVE:
SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.
SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):
THIS PROJECT IS NOT WITHIN ONE MILE OF AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED
WATERS LIST.
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.
INFILTRATION NARRATIVE:
INFILTRATION IS NOT PROVIDED AS PART OF THIS PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT
IS NOT REQUIRED.
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
7/14/2025 LAND USE APPLICATION
PROJECT MANAGER NATE DINGELS
CONTACT NUMBER 612-387-1179
DRAWN BY KW, SC, ND
REVIEWED BY MP, RB
PROJECT NUMBER 24499.01
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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.
7/14/2025
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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DESIGN ENGINEER: DAVID J. KNAEBLE P.E.
TRAINING COURSE: DESIGN OF SWPPP
TRAINING ENTITY: UNIVERSITY OF MINNESOTA
INSTRUCTOR: JOHN CHAPMAN
DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012
TOTAL TRAINING HOURS: 12
DATE OF RECERTIFICATION: 1/3/2025
EXPIRATION: 5/31/2028
X-C-01