Item 3.1 Parkview Retail
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
REPORT DATE: 30 January 2024
60-DAY DATE: 9 March 2024
RE: Otsego – Parkview Retail 4th Addition
TPC FILE: 101.02
BACKGROUND
Coborn Realty Company LP has submitted development plans for Outlot C, Parkview Retail,
which is located at the northwest corner of Parrish Avenue (CSAH 42) and 88th Street. The
proposed development consists of a 15,034 square foot building designed for two retail tenants
identified as Ace Hardware and Pet Supply Plus. The preliminary plat of Parkview Retail and a
Conditional Use Permit allowing for shared access to public streets was approved by the City
Council on 22 July 2019. The proposed development requires consideration of vacating existing
drainage and utility easements, approval of a final plat, and approval of site/building plans. A
public hearing to consider the application has been noticed for the Planning Commission
meeting on 5 February 2024 at 7:00PM.
Exhibits:
Site Location Map
Exterior Elevations dated 0.18.24
Floor Plan dated 01.11.24
Civil Plans dated 01.08.24 updated 01.26.24 (11 sheets)
Final Plat
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ANALYSIS
Comprehensive Plan. The 2023 Comprehensive Plan guides the subject site for commercial
uses within Otsego’s primary retail, service, and office district located in the area of the TH 101
and CSAH 39 interchange. The building will provide space for two tenants identified as a
hardware store and pet supply store, which will expand the range of goods and services
available in the market area. The proposed land use is consistent with the Future Land Use Plan
and the economic development policies of the Comprehensive Plan.
Zoning. The subject site is B1, Retail Business District. Retail goods and services, such as
hardware and pet supply stores, are a permitted use with the B1 District.
Surrounding Uses. The subject site is at the southeast corner of Block 1, Parkview Retail with
Lot 1, Block 1 already developed with the Coborn’s Marketplace grocery store and motor fuel
facility to the west. To the south is Dunkin/medical dental office and southwest is the Parkview
Grand apartments. East of Parrish Avenue (CSAH 42) is the Bank of Elk River, Starbucks, and
Target. The proposed retail building will be compatible with the existing and planned land uses
in the area.
Building Height. Buildings within the B1 District are allowed by Section 11-75-8.A of the Zoning
Ordinance to be up to 35 feet in height. The proposed building is a single story structure with a
height of 18 feet measured to the roofline and 22 feet measured to the highest parapet. The
height of the proposed building complies with the Zoning Ordinance.
Building Materials. The proposed exterior finish materials for the principal building are
consistent with those used for the Coborn’s Marketplace building allowing for a commonality
between that building and the proposed building within the block. The building elevations
include varied materials, building sections, roof elevations, and windows for an attractive and
contemporary retail building design. The east and south elevations, which face to Parrish
Avenue (CSAH 42) and 88th Street respectively, are solid walls but include faux windows to
provide a “front” appearance. The exterior finish of the proposed building is required by
Section 11-17-4.D.1 of the Zoning Ordinance to be comprised of a minimum 65 percent Grade A
materials, and not more than 35 percent Grade B materials, or not more than 10 percent Grade
C materials. The submitted building plans include a schedule for the exterior elevation
materials that complies with the requirements of the Zoning Ordinance.
Landscaping. The submitted plans include a landscape plan for the subject site that also
illustrates the landscaping installed on Lot 1, Block 1 Parkview Retail. The health of the existing
trees that are to be preserved will need to be field verified by City staff and replaced if needed.
The proposed landscaping of the subject site is limited to the parking lot islands.
The site and building plans for Outlot D approved by the City Council on 22 January 2024
includes a condition to install landscaping consistent with the landscaping installed on Lot 1,
Block 1 Parkview Retail at the north and east perimeter of the outlot to screen the off-street
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parking being constructed in lieu of a building. The landscape plan provides for more significant
plantings both visually and in quantity at the northeast corner of Outlot D incorporating design
elements and plantings from the center of the roundabout.
The sizes and types of proposed plantings shown on the landscape plan comply with the
provisions of Section 11-19-2.B.2 of the Zoning Ordinance.
Irrigation is required to be installed in all yards and planting areas in accordance with Section 5-
2-3.C.2 of the City Code.
Lot Requirements. Section 11-75-7.A and B of the Zoning Ordinance establishes minimum lot
area and lot width requirements for lots within the B1 District of one acre and 200 feet,
respectively. The proposed lot is 1.162 acres in area and is 289 feet in width abutting 88th
Street. The proposed lot complies with the minimum lot requirements of the B1 District.
Setbacks. Section 11-75-7.C of the Zoning Ordinance establishes minimum setback
requirements applicable to the proposed lot as shown in the table below. Off-street parking
areas for the subject site are to be setback 15 feet from public rights-of-way as required by
Section 11-21-5.B.1 of the Zoning Ordinance. The proposed building complies with the setback
requirements of the Zoning Ordinance.
ROW Side Rear Parking
ROW Interior
Required 30ft. 10ft. 20ft. 15ft. 5ft.
Proposed 30ft./
40ft. NA NA 22ft./
40ft. NA
Access. The subject site abuts Parrish Avenue (CSAH 42) and 88th Street. The final plat is
subject to review and approval of Wright County as it abuts Parrish Avenue (CSAH 42). Access
to the subject site is shared with Lot 1, Block 1 via 90th Street (CSAH 39) and 88th Street. Section
11-21-6.A of the Zoning Ordinance allows shared accesses for two or more lots as a conditional
use; a Conditional Use Permit for use of shared accesses for Block 1, Parkview Retail was
approved by the City Council on 22 July 2019.
Approval of the Conditional Use Permit for shared access to public streets included a stipulation
that an ingress/egress and cross parking easement must be recorded over Lot 1, Block 1, Outlot
C (subject site), and Outlot D, Parkview Retail to allow for the shared access and parking of the
uses shown on the site plan. The required ingress/egress and cross parking easement must be
executed and recorded with the proposed final plat.
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Off-Street Parking. Section 11-21-8 of the Zoning Ordinance requires retail uses to provide one
off-street parking stall for each 200 square feet of net floor area calculated as follows:
Gross
Area
Net
Area
Required
Stalls
Retail Building 15,034sf. 13,530sf. 68
Grocery Store 50,528sf. 45,372sf. 228
Total 296
There are 30 off-street parking stalls provided within the area of the subject site plus 300
parking stalls within Lot 1, Block 1 Parkview Retail and Outlot D, Parkview Retail accessible with
the required ingress/egress and shared parking easement. The total of 330 off-street parking
stalls exceeds the number required by the Zoning Ordinance for two principal buildings.
Parking stalls are designed as 9 feet by 18 feet accessed by drive aisles that are a minimum of
24 feet wide. The dimensions of the parking area complies with the provisions of Section 11-
21-7.B of the Zoning Ordinance. The parking area is surfaced with concrete and surrounded by
concrete curb as required by Section 11-21-7.C and Section 11-21-7.D of the Zoning Ordinance,
respectively.
Construction plans for the off-street parking area are to be subject to review and approval of
the City Engineer.
Loading. The proposed building provides for an overhead door on the west and east elevations
of the proposed building for loading purposes. The west loading door is accessed from the off-
street parking area. The east loading door is accessed via an eight-foot wide concrete sidewalk.
Pedestrians. There is a trail abutting Parrish Avenue (CSAH 42) along the east side of the
subject site and a sidewalk abutting 88th Street along the south side of the subject site.
A trail easement must be recorded over portions of the trail within the subject site as well as
Lot 1, Block 1, and Outlot D, Parkview Retail, along 90th Street (CSAH 39) and Parrish Avenue
(CSAH 42) that are outside of the public right-of-way.
The sidewalk along the front of the building must be extended east to intersect the trail
abutting Parrish Avenue (CSAH 42). A sidewalk is also to be added to the site plan from the
southwest corner of the building along the parking drive aisle to provide connection to the
sidewalk on 88th Street.
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Exterior Lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards
for exterior lighting. All exterior light fixtures are to have a 90 degree horizontal cut-off and not
cast more than 0.4 foot-candles of light at the property lines. An exterior lighting plan including
photometric measurements of light intensity and indicating the type, location, and height of all
exterior light fixtures must be submitted prior to issuance of a building permit and is subject to
review and approval of the Zoning Administrator.
Waste Storage. The submitted plans do not show locations for exterior waste storage
containers. Any outdoor storage of waste containers requires an enclosure meeting the
requirements of Section 11-18-4.C of the Zoning Ordinance for screening purposes, subject to
review and approval of the Zoning Administrator.
Signs. The there is an existing freestanding sign at the southeast corner of the proposed lot
that is an area identification sign for Block 1, Parkview Retail The submitted plans to not
identify any additional proposed signs. Section 11-23-5.C of the Zoning Ordinance allows the
following signs for the subject site:
Wall signs up to 15 percent of the wall area on two elevations with the area of individual
signs not to exceed 100 square feet.
One freestanding sign not to exceed 20 feet in height and 100 square feet in area
setback a minimum of 10 feet from property lines.
A sign permit issued by the Zoning Administrator is required prior to installation of any signs
upon the subject site.
Stormwater. Plans for grading, erosion control, and storm water management have been
submitted for proposed lot and development. All grading, drainage, and erosion control plans
are subject to review and approval of the City Engineer.
Utilities. The subject site is within the East Sewer District established by the 2023
Comprehensive Plan and services are available to the proposed lot. The developer has
submitted a utility plan for connection of the proposed building to City sewer and water
utilities, which are subject to review and approval of the City Engineer
The developer will pay Utility Availability Charges for the proposed lot at the time of final plat
approval in accordance with the Fee Schedule in effect. Utility Connection Charges will be
collected at the time a building permit is issued for build out of the tenant spaces within the
Phase 1 building based on the proposed occupancy and Fee Schedule in effect at that time.
Easements. Section 10-8-12 of the Subdivision Ordinance requires establishment of drainage
and utility easements at the perimeter of each lot, over public utility lines, and regional
stormwater drainage facilities. Existing drainage and utility easements dedicated with the final
plat of Parkview Retail are to be vacated. The proposed final plat illustrates proposed
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perimeter easements and those required for stormwater and utility purposes. All drainage and
utility easements are subject to review and approval of the City Engineer.
Park Dedication. Section 10-8-15 of the Subdivision Ordinance establishes park dedication
requirements for new subdivisions. The Park System Master Plan does not identify acquisition
of land for parks within the area of Parkview Retail. Park dedication requirements are to be
satisfied as a cash fee in lieu of land dedication based on the area of the subject site in
accordance with the current fee schedule.
Development Contact. A Development Contract is required with final plat approval by Section
10-10-4.A of the Subdivision Ordinance to provide for completion of public improvements,
establishment of required securities, and payment of applicable fees related to the subdivision
of the subject site. Section 11-9-7 of the Zoning Ordinance also requires that the developer
enter into a performance agreement with the City to provide for construction of the project
improvements within the subject site. The City Attorney will draft the required Development
Contract and it is subject to approval of the City Council.
RECOMMENDATION
The submitted plans for development of Parkview Retail 4th Addition are consistent with the
policies of the Comprehensive Plan and comply with the requirements of the Zoning Ordinance
and Subdivision Ordinance. Our office recommends approval of the applications as outlined
below under possible actions for the Planning Commission to consider.
POSSIBLE ACTIONS
A. Motion to recommend vacation of existing drainage and utility easements within Outlot
C, Parkview Retail; approval of the Parkview Retail 4th Addition final plat; and approval
of Site and Building Plans for Lot 1, Block 1, Parkview Retail 4th Addition, subject to the
following conditions:
1. The site and building shall be developed in accordance with the plans on file with
the City as provided for by Section 11-9-4 of the Zoning Ordinance.
2. Landscaping:
a. All Existing plantings within the subject site; Lot 1, Block 1 Parkview Retail;
and Outlot D, Parkview Retail abutting 90th Street (CSAH 39), Parrish Avenue
(CSAH 42), and 88th Street to be preserved shall be in good health and
condition or be replaced with similar species, as determined by the Zoning
Administrator.
b. Irrigation shall be installed in all yards and planting areas in accordance
with Section 5-2-3.C.2 of the City Code.
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3. The final plat shall be subject to review and approval of the Wright County
Highway Engineer.
4. An ingress/egress and cross parking easement shall be recorded over Lot 1, Block
2, and Outlot D, Parkview Retail and Lot 1, Block 1 Parkview Retail 4th Addition,
subject to review and approval of the Zoning Administrator.
5. The construction specifications for the off-street parking area shall be subject to
review and approval of the City Engineer.
6. A trail easement shall be dedicated for that portion of the trails along 90th Street
(CSAH 39) and Parrish Avenue (CSAH 42) encroaching upon Lot 1, Block 1,
Parkview Retail; Outlot D, Parkview Retail; and Lot 1, Block 1, Parkview Retail 4th
Addition.
7. An exterior lighting plan including photometric measurements of light intensity
and indicating the type, location, and height of all exterior light fixtures shall be
submitted prior to issuance of a building permit and is subject to review and
approval of the Zoning Administrator.
8. Any outdoor storage of waste containers shall require an enclosure meeting the
requirements of Section 11-18-4.C of the Zoning Ordinance, subject to review
and approval of the Zoning Administrator.
9. All signs shall comply with the provisions of Chapter 37 of the Zoning Ordinance,
including issuance of a sign permit approved by the Zoning Administrator prior to
installation.
10. All grading, drainage, and erosion control plans shall be subject to review and
approval of the City Engineer.
11. All utility plans shall be subject to review and approval of the City Engineer.
12. The developer shall pay Utility Availability Charges for Lot 1, Block 1 in
accordance with the City Code and current fee schedule in effect at the time of
final plat approval.
13. All drainage and utility easements shall be subject to review and approval of the
City Engineer.
14. The developer shall satisfy park dedication requirements as a cash fee in lieu of
land paid at the time of final plat approval in accordance with the City fee
schedule then in effect.
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15. The developer shall execute a Development Contract as required by Section 10-
10-4.A of the Subdivision Ordinance and Section 11-9-7 of the Zoning Ordinance,
subject to review by the City Attorney and approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and does not comply with the requirements
of the Subdivision Ordinance and Zoning Ordinance.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
230 ft
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WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEXISTING INFILTRATION BASIN (201P)TOP=867.0HWLs: 2YR=864.27, 10YR=864.98, 100YR=866.53OUTLET=864.10BOTTOM=861.0REMOVE BEAVERTAILSFROM EXISTING CURB LINES(TYP.)SAWCUT EXISTING CONCRETE(TYP.)X\\\\\\\\\\\\\\\\\\\\\\\\\\\\*SALVAGE LIGHT POLE(DISCARD CONCRETE BASE)XXREMOVE EXISTING HYDRANTFOR FIRE SERVICE CONNECTIONSALVAGE EXISTING CB\\\\\\\\\\\\\\SAWCUT EXISTING CONCRETE(TYP.)0'30' 60' 90'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - EX01.DWGC101REMOVAL PLAN PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNSANWATSTOWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSEXISTINGPROPOSEDX*XEXISTINGREMOVALSXXX
SANSANWATSANITARY STUBWATER STUBEXISTING INFILTRATION BASIN (202P)TOP=867.0HWLs: 2YR=866.38, 10YR=866.70, 100YR=867.09OUTLET=865.80BOTTOM=863.0 NATURAL GASSSSSSSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTORE=867.72INV=863.32 N/SE 21"RE=868.52V=864.42 NE/S 21" E 12"RE=868.71INV=865.06 E/W 12"OVERFLOW STRUCTURERE=865.07INV=861.48 WINV=863.30 E 21"RE=868.66INV=845.46 E/WINV=856.81 NRE=867.42846.02 E/SWRE=869.70INV=859.00 E/WSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRE=869.52INV=845.12 N/WRE=868.70INV=844.70 E/SSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTORE=869.42INV=862.42 WINV=869.62 NINV=858.02 S/ESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATATSTORE=867.50INV=860.10 SCART CORRALLANDSCAPE EDGESIGNELECTRIC CABINETPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWAT
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WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATPROPOSED BUILDINGFFE=870.888TH STREET NEPARISH AVENUE NE (CSAH NO. 42)NO PARKINGNO PARKINGNO PARKINGNO PARKING
PROPERTY BOUNDARYPROPERTY BOUNDARYADJUST GATE VALVEADJUST GATE VALVER4'R4'R40'R5'R5'R5'091510A26010101010505080140.3'30.8'101.0'9'MATCH EXISTING PAVEMENT(TYP.)25'18'6.6'14.9'REALIGN CB WITH NEW CURBREPLACE CASTING WITH:NEENAH R-3067-C (NO CURB BOX)RE=968.6018'26'18'APPROXIMATETRANSFORMERLOCATIONSTARTTRANSITIONINGPAVEMENT TOTOP OF CURBENDTRANSITIONINGPAVEMENT TOTOP OF CURBSTART TRANSITIONTO 6" TALL CURBEND TRANSITIONTO 6" TALL CURBSTART TRANSITIONTO FLAT CURBEND TRANSITIONTO FLAT CURB309'9'9'9'9'MATCHEXISTINGCURB(TYP.)TRASH ENCLOSURESHOWN FORLOCATION ONLY(SEE ARCHITECTURALPLANS)6'1510A9'MATCHEXISTINGTRAIL37.7'ADJUST MANHOLE WITH12" BARREL SECTIONRE=869.701. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD, SARTELL,, MN.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINELOT LINERETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKSITE LEGENDTGRAVEL5SI01 B6 STYLE CURB & GUTTERSI05 INTEGRAL CURB AND WALKSI06 CONCRETE CROSS GUTTERSI08 PRIVATE CONCRETE SIDEWALKSI09 PRIVATE PEDESTRIAN CURB RAMPSI10A MINNESOTA PRIVATE PARALLEL PEDESTRIAN CURB RAMPSI11 CROSS WALK STRIPINGSI14 SIGN POST INSTALLATIONSI15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI18 BOLLARDSI24 CONCRETE CURB AT SIDEWALKSI25 CURB CUT WITH EROSION CONTROL MATSI26 CURB CUT WITH CONCRETE SWALESI30 BEAVERTAIL CURBSITE DETAILS (SIXX)1CURB AND GUTTERPOND NORMAL WATER LEVELTIP-OUT CURB AND GUTTER0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.26.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.26.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcBUILDING PERMIT SET....01.26.241...R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - SP01.DWGC201SOUTH SITE PLAN 1
SSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STORE=868.25INV=864.75 E 12" W 15"UNKNOWN TERMINUSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHRE=868.66INV=859.77 N/S/WSANSANSANSANSANSAN SANRE=870.13INV=862.33 N/WUNKNOWN TERMINUSSANSANSANSANUNKNOWN TERMINUSSTOSTOSTOSTOSTOSTORE=867.86INV=861.16RE=867.33INV=861.4RE=866.84INV=861.54RE=866.87INV=861.85STOSTOSTOSTOSTOSTOSTO
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FOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPARISH AVENUE NE (CSAH NO. 42)90TH STREET NE (CSAH NO. 39)R50'R5'R50'R5'R5'24'18'24'19'20'24'20'20'24'MATCH EXISTING CURB & GUTTER(TYP.)MATCH EXISTING PAVEMENT(TYP.)9'LOWER EXISTING UTILITIES AS NEEDED(TYP.)PROTECT EXISTING OVERHEAD POWERPROTECT EXISTING LIGHT POLEPROTECT EXISTING TREES(TYP.)06010101011. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD, SARTELL,, MN.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINELOT LINERETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKSITE LEGENDTGRAVEL5SI01 B6 STYLE CURB & GUTTERSI05 INTEGRAL CURB AND WALKSI06 CONCRETE CROSS GUTTERSI08 PRIVATE CONCRETE SIDEWALKSI09 PRIVATE PEDESTRIAN CURB RAMPSI10A MINNESOTA PRIVATE PARALLEL PEDESTRIAN CURB RAMPSI11 CROSS WALK STRIPINGSI14 SIGN POST INSTALLATIONSI15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI18 BOLLARDSI24 CONCRETE CURB AT SIDEWALKSI25 CURB CUT WITH EROSION CONTROL MATSI26 CURB CUT WITH CONCRETE SWALESI30 BEAVERTAIL CURBSITE DETAILS (SIXX)1CURB AND GUTTERPOND NORMAL WATER LEVELTIP-OUT CURB AND GUTTER0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - SP01.DWGC202NORTH SITE PLAN
SANSANWATSANITARY STUBWATER STUBEXISTING INFILTRATION BASIN (202P)TOP=867.0HWLs: 2YR=866.38, 10YR=866.70, 100YR=867.09OUTLET=865.80BOTTOM=863.0 NATURAL GASSSSSSSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTORE=867.72INV=863.32 N/SE 21"RE=868.52V=864.42 NE/S 21" E 12"RE=868.71INV=865.06 E/W 12"OVERFLOW STRUCTURERE=865.07INV=861.48 WINV=863.30 E 21"RE=868.66INV=845.46 E/WINV=856.81 NRE=867.42846.02 E/SWRE=869.70INV=859.00 E/WSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRE=869.52INV=845.12 N/WRE=868.70INV=844.70 E/SSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTORE=869.42INV=862.42 WINV=869.62 NINV=858.02 S/ESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATATSTORE=867.50INV=860.10 SCART CORRALLANDSCAPE EDGESIGNELECTRIC CABINETPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWAT
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WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATPROPOSED BUILDINGFFE=870.888TH STREET NEPARISH AVENUE NE (CSAH NO. 42)NO PARKINGNO PARKINGNO PARKINGNO PARKING
PROPERTY BOUNDARYPROPERTY BOUNDARYADJUST GATE VALVEADJUST GATE VALVER4'R4'R40'R5'R5'R5'091510A26010101010505080140.3'30.8'101.0'9'MATCH EXISTING PAVEMENT(TYP.)25'18'6.6'14.9'REALIGN CB WITH NEW CURBREPLACE CASTING WITH:NEENAH R-3067-C (NO CURB BOX)RE=968.6018'26'18'APPROXIMATETRANSFORMERLOCATIONSTARTTRANSITIONINGPAVEMENT TOTOP OF CURBENDTRANSITIONINGPAVEMENT TOTOP OF CURBSTART TRANSITIONTO 6" TALL CURBEND TRANSITIONTO 6" TALL CURBSTART TRANSITIONTO FLAT CURBEND TRANSITIONTO FLAT CURB309'9'9'9'9'MATCHEXISTINGCURB(TYP.)TRASH ENCLOSURESHOWN FORLOCATION ONLY(SEE ARCHITECTURALPLANS)6'1510A9'MATCHEXISTINGTRAIL37.7'ADJUST MANHOLE WITH12" BARREL SECTIONRE=869.701. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD, SARTELL,, MN.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINELOT LINERETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKSITE LEGENDTGRAVEL5SI01 B6 STYLE CURB & GUTTERSI05 INTEGRAL CURB AND WALKSI06 CONCRETE CROSS GUTTERSI08 PRIVATE CONCRETE SIDEWALKSI09 PRIVATE PEDESTRIAN CURB RAMPSI10A MINNESOTA PRIVATE PARALLEL PEDESTRIAN CURB RAMPSI11 CROSS WALK STRIPINGSI14 SIGN POST INSTALLATIONSI15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI18 BOLLARDSI24 CONCRETE CURB AT SIDEWALKSI25 CURB CUT WITH EROSION CONTROL MATSI26 CURB CUT WITH CONCRETE SWALESI30 BEAVERTAIL CURBSITE DETAILS (SIXX)1CURB AND GUTTERPOND NORMAL WATER LEVELTIP-OUT CURB AND GUTTER0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.26.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.26.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcBUILDING PERMIT SET....01.26.241...R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - SP01.DWGC201SOUTH SITE PLAN 1
SSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STORE=868.25INV=864.75 E 12" W 15"UNKNOWN TERMINUSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHRE=868.66INV=859.77 N/S/WSANSANSANSANSANSAN SANRE=870.13INV=862.33 N/WUNKNOWN TERMINUSSANSANSANSANUNKNOWN TERMINUSSTOSTOSTOSTOSTOSTORE=867.86INV=861.16RE=867.33INV=861.4RE=866.84INV=861.54RE=866.87INV=861.85STOSTOSTOSTOSTOSTOSTO
RE=866.84INV=861.64RE=866.55INV=862.95RE=866.51INV=863.06RE=867.35INV=863.55STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWAT WAT WAT
WATWATWATCORRALPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG
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PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGUGGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GASGASGASGASWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT
FOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPARISH AVENUE NE (CSAH NO. 42)90TH STREET NE (CSAH NO. 39)869.56869.53869.37870.01870.04869.93869.73869.60869.66870.00870.04869.91869.51869.51869.62869.53869.43869.51869.51869.29869.68869.76869.64869.62869.58870870868869867868869869869870870870870870870
870869869-1.00%-1.00%-1.00%-1.01%-1.06%-1.29%-1.73%-3.28%-1.34%-1.21%-1.51%-1.95%869.90869.63870.11870.50869.99869.92869.87869.95870.30870.54870.64870.53870.53870.80870.80870.75870.53870.53869.80869.95870.45870.39870.42870.66MATCH EXISTING ELEVATIONS(TYP.)1.5' @ 2% BEHIND CURB,THEN 3:1 TIE IN TOEXISTING GROUNDPROTECT EXISTING OVERHEAD POWERPROTECT EXISTING LIGHT POLE.PROJECT WILL CAUSE ADDITIONAL1' OF FILL AROUND CONCRETEBASE.PROTECT EXISTING TREES(TYP.)PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINEEMERGENCY OVERFLOWSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONRETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.13. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.14. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.15. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00E.O.F.900.00BACK AND GUTTER FLOW LINE CURB ELEV.B XXX.XXF XXX.XX0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - GD01.DWGC302NORTH GRADING PLAN
SANSANWATSANITARY STUBWATER STUBEXISTING INFILTRATION BASIN (202P)TOP=867.0HWLs: 2YR=866.38, 10YR=866.70, 100YR=867.09OUTLET=865.80BOTTOM=863.0 NATURAL GASSSSSSSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTORE=867.72INV=863.32 N/SE 21"RE=868.52V=864.42 NE/S 21" E 12"RE=868.71INV=865.06 E/W 12"OVERFLOW STRUCTURERE=865.07INV=861.48 WINV=863.30 E 21"RE=868.66INV=845.46 E/WINV=856.81 NRE=867.42846.02 E/SWRE=869.70INV=859.00 E/WSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRE=869.52INV=845.12 N/WRE=868.70INV=844.70 E/SSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTORE=869.42INV=862.42 WINV=869.62 NINV=858.02 S/ESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATATSTORE=867.50INV=860.10 SCART CORRALLANDSCAPE EDGESIGNELECTRIC CABINETPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASWAT
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WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATPROPOSED BUILDINGFFE=870.888TH STREET NEPARISH AVENUE NE (CSAH NO. 42)NO PARKINGNO PARKINGNO PARKINGNO PARKING
PROPERTY BOUNDARYPROPERTY BOUNDARY865865870870870870870864866866867867868868868869869869869869869869869869 869871871870869870869870869869SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)EROSION CONTROL LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND/ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.6. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN BELOW THE HWL SHALL BE MNDOT SEED MIX 33-261 AT35-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-131 (COMMERCIAL TURF) AT220-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.G. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR BONDED FIBERMATRIX HYDROMULCH IS REQUIRED.7. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.8. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.9. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.10. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.11. SEE PLANTING PLAN FOR ADDITIONAL REQUIREMENTS.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980E.O.F.CONSTRUCTION ENTRANCESODEROSION CONTROL BLANKET WITHMNDOT SEED MIX 25-131EROSION CONTROL BLANKET WITHMNDOT SEED MIX 33-261MNDOT SEED MIX 25-131MNDOT SEED MIX 25-131 (HYDROMULCHED)MNDOT SEED MIX 33-261 (HYDROMULCHED)CONCRETE WASHOUT0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.26.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.26.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcBUILDING PERMIT SET....01.26.241...R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - EC01.DWGC501SOUTH EROSION CONTROL PLAN 1
SSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STORE=868.25INV=864.75 E 12" W 15"UNKNOWN TERMINUSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHRE=868.66INV=859.77 N/S/WSANSANSANSANSANSAN SANRE=870.13INV=862.33 N/WUNKNOWN TERMINUSANSANSANSANSANUNKNOWN TERMINUSSTOSTOSTOSTOSTOSTORE=867.86INV=861.16RE=867.33INV=861.4RE=866.84INV=861.54RE=866.87INV=861.85STOSTOSTOSTOSTOSTOSTO
RE=866.84INV=861.64RE=866.55INV=862.95RE=866.51INV=863.06RE=867.35INV=863.55STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWATWATWATWATWAT WAT WAT
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GASGASGASGASWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT
FOFOFOFOFOFOFOFOFOFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPARISH AVENUE NE (CSAH NO. 42)90TH STREET NE (CSAH NO. 39)PROPERTY BOUNDARYPROPERTY BOUNDARY870870868869867868869869869870870870870870870
870869869SFSFSFSFSFSFSFSFSF SF
SFSFSFSFSFSFSFSFSFSFSF SFSF SF SF
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SFMATCH EXISTING ELEVATIONS(TYP.)PROTECT EXISTINGOVERHEAD POWERPROTECT EXISTING LIGHT POLEPROTECT EXISTING TREES(TYP.)PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)EROSION CONTROL LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND/ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.6. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN BELOW THE HWL SHALL BE MNDOT SEED MIX 33-261 AT35-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-131 (COMMERCIAL TURF) AT220-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.G. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR BONDED FIBERMATRIX HYDROMULCH IS REQUIRED.7. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.8. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.9. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.10. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.11. SEE PLANTING PLAN FOR ADDITIONAL REQUIREMENTS.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980E.O.F.CONSTRUCTION ENTRANCESODEROSION CONTROL BLANKET WITHMNDOT SEED MIX 25-131EROSION CONTROL BLANKET WITHMNDOT SEED MIX 33-261MNDOT SEED MIX 25-131MNDOT SEED MIX 25-131 (HYDROMULCHED)MNDOT SEED MIX 33-261 (HYDROMULCHED)CONCRETE WASHOUT0'10' 20' 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.26.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.26.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcBUILDING PERMIT SET....01.26.241...R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - EC01.DWGC502NORTH EROSION CONTROL PLAN 1
Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - EC01.DWGC503SWPPP NARRATIVE SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT OTSEGO OUTLOT. THIS REPORT SHALL BE ON THE SITE AT ALLTIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR OTSEGO OUTLOT SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR OTSEGO OUTLOT IN OTSEGO, MN. THE SITE IS LOCATED IN THENORTHWEST QUADRANT OF 88TH STREET NE AND PARISH AVENUE NE.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER: CONTRACTOR:COMPANY NAME: RICE COMPANIESCONTACT:ADDRESS: 1019 INDUSTRIAL DRIVE SOUTHSAUK RAPIDS, MN 56379PHONE: 320.252.0404E-MAIL:IDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER: SWPPP INSPECTION: BMP INSTALLER:COMPANY: RICE COMPANIESCONTACT: WILL HUSTONADDRESS: 1019 INDUSTRIAL DRIVE SOUTHSAUK RAPIDS, MN 56379PHONE: 320.252.0404E-MAIL: WILL.HUSTON@RICECOMPANIES.COMTRAINING COURSE/ENTITY: UNIV. OF MN - DESIGN OF SWPPPEXPIRATION DATE: MAY 31, 2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI).-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT.-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROJECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION).-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPLETE.-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION.-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONS.-IMPLEMENT SWPPP.OPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.-SHALL NOT DISTURB MORE LAND THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 7.7 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A COMMERCIAL BUILDING AND ASSOCIATED PARKINGAND UTILITIES.PRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE WAS PREVIOUSLY MASS GRADED FOR THE ANCHOR TENANT. THIS PHASE IS THE LAST PHASE OF BUILD-OUT. THERE ARE TWOSTORMWATER INFILTRATION BASINS ON THE SOUTH END OF THE SITE. THE SITE CURRENTLY DRAINS TO THESE BASINS. THE ULTIMATE DISCHARGE IS THEMISSISSIPPI RIVER. THERE ARE NO KNOWN SOURCES OF CONTAMINATION ON SITE.SOIL TYPESTHE SITE CONTAINS LOAMY SOILS PER TEH WEB SOIL SUREEY IN THE ORIGINAL SWPP PLAN.POST-DEVELOPMENT SITE CONDITIONSA BUILDING AND ADDITIONAL PARKING WILL BE ADDED. THE IMPROVEMENTS ARE CONSISTENT WITH THE ORIGINAL PLAN, AND ARE ACTUALLY 558SFUNDER THE ORIGINALLY PROPOSED IMPERVIOUS SURFACES. THERE WILL BE NO MODIFICATIONS TO THE STORMWATER BASINS OR THE DRAINAGEPATTERNS.STORM WATER MANAGEMENT PLANTHE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF PREIMETER CONTROLS AND INLET PROTECTION.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF THE SAME BMPS AS THE EXISTING SITE. THE BUILDING AND PARKING WERESHOWN IN THE ORIGINAL DESIGN, AND WE ARE PROPOSING 558SF LESS IMPERVIOUS SURFACES THAN THE ORIGINAL DESIGN.REFER TO THE ORIGINAL STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS,POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN. ANYSEDIMENT CONTROL MADE OF SOIL MUST BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN 24 HOURS.2. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.3. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.4. CLEAR AND GRUB SITE.5. STRIP AND STOCKPILE TOPSOIL.6. ROUGH GRADE OF SITE.7. STABILIZE DENUDED AREAS AND STOCKPILES.8. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.9. INSTALL INLET PROTECTION AROUND CATCH BASINS.10. INSTALL STREET SECTION.11. INSTALL CURB AND GUTTER.12. INSTALL PAVEMENT.13. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)14. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.15. REMOVE ACCUMULATED SEDIMENT.16. FINAL GRADE.17. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.PRIOR TO START OF CONSTRUCTION:THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.DURING CONSTRUCTION:THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.INLET SEDIMENT CONTROL BMP REMOVAL:IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.UPON COMPLETION OF CONSTRUCTION ACTIVITIES:PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONS:CONSTRUCTION ACTIVITY, ALL SUPPORT ACTIVITIES, AND AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED (USING MPCA CONSTRUCTIONSTORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE APERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDEINDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTEDIN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLANINSPECTION SCHEDULE:- PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERYSEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN ½ INCH IN 24 HOURS.- INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ONOTHER PORTIONS OF THE SITE.- 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 ACTIVITYRESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT.- WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONSMUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.- FOR PROJECTS WHERE A POLLINATOR HABITAT OR NATIVE PRAIRIE TYPE VEGETATED COVER IS BEING ESTABLISHED, INSPECTIONS MAY BE REDUCEDTO ONCE PER MONTH IF THE SITE HAS TEMPORARY VEGETATION WITH A DENSITY OF 70% TEMPORARY UNIFORM COVER. IF AFTER 24 MONTHS NOSIGNIFICANT EROSION PROBLEMS ARE OBSERVED, INSPECTIONS MAY BE SUSPENDED COMPLETELY UNTIL THE TERMINATION REQUIREMENTS INSECTION 13 HAVE BEEN MET.SCOPE OF INSPECTION SHALL INCLUDE:1. DATE AND TIME OF INSPECTIONS; AND2. NAME OF PERSONS CONDUCTING INSPECTIONS; AND3. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND4. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND5. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2½ INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUSTOBTAIN 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; AND6. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATIONOF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND7. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHINSEVEN (7) CALENDAR DAYS; AND8. ALL PHOTOGRAPHS OF DEWATERING ACTIVITIES AND DOCUMENTATION OF NUISANCE CONDITIONS RESULTING FROM DEWATERING ACTIVITIESAS DESCRIBED IN SECTION 10; AND9. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES:THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE WITHIN 72 HOURS OF DISCOVERY.3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.2 THROUGH 13.7.4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING THE NOT PERMITTEES MUST INCLUDE EITHER GROUND OR AERIAL PHOTOGRAPHS SHOWING THE REQUIREMENTS OF 13.2 HAVE BEENMET. PERMITTEES ARE NOT REQUIRED TO TAKE PHOTOGRAPHS OF EVERY DISTINCT PART OF THE SITE, HOWEVER THE CONDITIONS PORTRAYED MUST BESUBSTANTIALLY SIMILAR TO THOSE AREAS THAT ARE NOT PHOTOGRAPHED. PHOTOGRAPHS MUST BE CLEAR AND IN FOCUS AND MUST INCLUDE THEDATE THE PHOTO WAS TAKEN.SWPPP BMP QUANTITIESSILT FENCE 370 LFINLET PROTECTION 6 EACHTEMPORARY SEED MIX 1 ACRESPERMANENT SEED MIX (25-131) 0.1 ACRESSOD 6,750 SFEROSION CONTROL BLANKET 1,260 SFROCK CONSTRUCTION ENTRANCE 1 EACHSTREET SWEEPING AS NEEDEDPOTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT / DRIP PANDIESEL FUEL VARIOUS SECONDARY CONTAINMENT / DRIP PANFERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDS CONTRACTOR SECONDARY CONTAINMENTPAINTS CONTRACTOR SECONDARY CONTAINMENTGREASE CONTRACTOR SECONDARY CONTAINMENT / DRIP PANSANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLECONCRETE TRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXER S.C. / WASHOUT AREAPROJECT AREA = 4.0-ACDISTURBED AREA = 1.3-ACEXISTING IMPERVIOUS IN DISTURBED AREA = 0.1-ACPROPOSED IMPERVIOUS IN DISTURBED AREA = 1.1-ACSPECIAL AND/OR IMPAIRED WATERS WITHIN 1 MILE OF THE PROJECT SITENAME: MISSISSIPPI RIVERIMPAIRMENT: SCENIC OR RECREATIONAL RIVER SEGMENTDISTANCE AND DIRECTION FROM SITE: ~3,000' EASTANTICIPATED CONSTRUCTION SCHEDULESITE GRADING WINTER/SPRING 2024UTILITIES WINTER/SPRING 2024BUILDING CONSTRUCTION WINTER/SPRING 2024FINAL COMPLETION SUMMER 2024
Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - EC01.DWGC504SWPPP NOTES SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1. WORK ADJACENT TO RESIDENTIAL PROPERTIESxINSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.xINSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2. IMPORTANT VEGETATIONxSAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.xA SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3. LONG-STEEP CUT/FILL SLOPESxTHERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYSxPLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.xLONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.xTHE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.4. CULVERT INLET/OUTLET PROTECTIONxSOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.xAT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.xRIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.5. STORM SEWER INLET PROTECTIONxSTORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.xINFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.xINFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.xDOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.6. DEEP UTILITIES: WATER AND SANITARY/GAS LINExSILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.xDISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.xTHE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARYxSEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.7. STOCKPILES (TEMPORARY AND PERMANENT)xLOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTESxPERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACEDWITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.xTEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.xIF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.xIF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER8. CONSTRUCTION DEWATERINGxDURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TOSURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORKSHALL BE INCIDENTAL TO THE GRADING CONTRACT):o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.o USE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.o DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA.o PUMP TO A TEMPORARY SEDIMENT BASIN.xENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.xDEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.xALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.9. CONSTRUCTION ENTRANCESxA TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.xTHE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.xGEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.xROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.xCONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.xTRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.xIF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.xTHE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.10. CONCRETE TRUCK WASHOUTxCONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.xWASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.xWASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.xWASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.xWASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.xCONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.xIMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.xWASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.11. VEHICLE MAINTENANCExROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.xVEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.xENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.xALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.12. FUELINGxANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.xFUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.xABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.xALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.13. HAZARDOUS MATERIALSxHAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.xCONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.xMPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.xNO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.xABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.xIF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.xALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.14. CHEMICAL CONTAINMENTxGASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.xALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.xHAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.xAN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.xTHE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.xTHE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.xALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.xALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACTxALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.15. SOLID WASTExSOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.xCONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.xMPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.xSOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.16. DUST CONTROLxTHE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A. RAPID STABILIZATION METHODS ON SLOPESB. WATER ON ROADWAYS AND GRADED AREASC. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.xALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.17. WINTER STABILIZATIONxCOVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTERxALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCHxALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150xALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERINGREQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASINDRAINING.xPERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.xPERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINEDxINLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.xIF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.xALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.18. NON-STORMWATER DEWATERINGxHYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGEDxTHROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.xPOTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.19. WORK NEAR SPECIAL WATERSxEXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.xTEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.xIF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.xMAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.xNO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"xSEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS20. INFILTRATION/FILTRATION AREASxFENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.xEXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.xDO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.xDIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.xENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.xIF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZEDSWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURINGCONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1. THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2. INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3. THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4. IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDAMENDMENT NO. DATE REASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENT REQUESTED BY PREPARED BY
NEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.08.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.08.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcNOT FOR CONSTRUCTION.........R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - DT01.DWGC601DETAILSLAST REVISED:11/07/23CONCRETE CROSS GUTTER SI06SLOPE3/4" per ftNO. 4 REBARS3'7"SECTION A-A EXPANSION JOINT(TYP.)1GUTTER FLOW LINEAA3' MINNOTES:1. 1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132. CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/30/2022INTEGRAL CURB AND WALK SI055" CONCRETE WALKPAVEMENTAGG. BASE13LENGTH AND LOCATION NOTED ON PLANS#4 x 3'-0" @ 3'-0" CENTERS FOR WALK#4 x 3'-0" @ 3'-0" CENTERS FOR ENTRANCE AREAMATCH ARCHITECTURAL PLAN ONWIRE & REBARS IN STOOP AREA6X6 - 6/6 WELDED WIRE FABRIC3" RADIUSTACK COAT(BIT. PAV'TONLY)#4 BARSCURB TO EXTEND TO BOTTOMOF AGGREGATE BASE4" GRANULAR MATERIAL ORPER GEOTECHNICAL REPORT2-1/2"3"6"6"6"6"NOTES:1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL WALK SCORING AND JOINT LAYOUT REQUIREMENTS.2. CONTRACTION JOINTS SHALL BE EVERY 5'.3. EXPANSION JOINTS SHALL BE EVERY 100' AND AT 90° INTERSECTIONS.4. ISOLATION JOINTS SHALL BE BETWEEN WALKS AND STRUCTURES.5. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3F52 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.6. VERIFY SECTION WITH GEOTECHNICAL REPORT.PARALLEL RAMP SECTION A-AAANOTES:1. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2%MAXIMUM.2. RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.3. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.4. WHERE THE LANDING IS CONSTRAINED ON TWO OR MORE SIDES, THE LANDING SHALL BE 60".ISOMETRIC PLANRAMP 8.33% SLOPEMAXIMUMINTEGRAL CURB WITH ROUNDEDEDGES TO HOLD ADJACENT GRADE,AS REQUIREDLANDING 2% MAX.CROSS SLOPE,BOTH DIRECTIONSPROVIDE A FLAT 4'x4' LANDING BEHINDTHE PEDESTRIAN RAMP, 2% MAX. CROSSSLOPE6" HEIGHTMAX. ATRAMPFRONT FACEOF CURB3 CURB FACEOR GUTTER5% APPROACHSLOPE MAX.1/2" PREFORMED JOINTFILLER MATERIAL (TYP.)CONCRETESURFACEINTEGRALCURB TO HOLDADJACENTGROUND, ASREQUIREDLANDINGCONCRETE WALKROUND ALL SLOPEDINTERSECTIONSINTEGRAL CURB TO HOLD ADJACENTGROUND, AS REQUIREDSIDEWALKWIDTH44' MIN. ORPER PLANRAMP = 7' MAX(1:20-1:12 SLOPE)LANDING4' MIN.RAMP = 7' MAX(1:20-1:12 SLOPE)6" WIDTH,
DEPTH AS
NEEDED ELEVATIONLAST REVISED:08/30/2022MINNESOTA PRIVATE PARALLEL PEDESTRIAN CURB RAMP SI10ARAMP 8.33% SLOPEMAXIMUM7' MAXIMUM WHERE SLOPEIS BETWEEN 1:20-1:127' MAXIMUM WHERE SLOPEIS BETWEEN 1:20-1:123'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOT12"CONCRETE CURB& GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERLAST REVISED:08/30/2022SIGN POST INSTALLATION SI14NOTES:1. SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2. PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACE AT THE HEADOF THE STALL.INTERNATIONAL SYMBOL OF ACCESIBILITYHANDICAP SIGNHANDICAP STRIPING/SIGNAGENOTES:1. SEE PLAN FOR PARKING LAYOUT.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL.3. STRIPING TO MATCH PARKING, UNLESS PER LOCAL CODE.4. INTERNATIONAL SYMBOL OF ACCESSIBILITY TO BE PAINTED ON GROUND WHEREREQUIRED BY LOCAL GOVERNMENTAL UNIT.5. "NO PARKING" TO BE PAINTED ON GROUND WHEN SIGN CANNOT BE PLACED PERCODE OR WHERE REQUIRED BY LOCAL GOVERNMENTAL UNIT.HANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITYCODEHANDICAP VANACCESSIBLE PARKINGSIGN, 12"X6", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NO PARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5°LAST REVISED:11/02/2022HANDICAP ACCESSIBLE SIGNAGE AND STRIPING SI15NO PARKINGNO PARKINGLAST REVISED:08/30/2022SAW CUT CONTROL JOINT SI22T = THICKNESS OF CONCRETENOTES:1. THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING,PRIOR TO SEALING THE JOINT.FILL JOINT WITH FLOWABLEPOLYURETHANE CAULK(SELF LEVELING) FLUSHWITH SURFACE.1/2" DIAMETER DOWELBARS 2'-8" LONG @2'-6" SPACING W/CAGE1/8"T/3T/212' MIN.15' MIN.VARIESAANOTES:1. CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUTWATER FROM INFILTRATING/CONTACTING WITH SOIL.2. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-ALAST REVISED:08/30/2022CONCRETE WASHOUT AREA GD082MAXIMUM1SLOPENOTES:1. GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE.2. USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER.3. USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER.25'6" MIN.TEMPORARY CONTOUR FURROWSSLOPE TRACKINGLAST REVISED:08/30/2022SURFACE ROUGHENING FOR ALL SLOPES GREATER THAN 4:1 GD09FILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPBERMWATER TABLE00 5"0 5"1 4"2 4"3 6"4 6"5 5"6 5"7 5"NOTES:1. MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5. DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVARIESNON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVARIES4'VARIES12"WET SLOPE LININGVARIESLAST REVISED:08/30/2022TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESGD21±2/3 DIA.FLOWLAST REVISED:08/31/2022CULVERT INLET PROTECTOR GD28NOTES:1. INFRASAFE CULVERT INLET PROTECTOR OR ENGINEER APPROVED EQUAL.2. FILTER FABRIC MAY BE REPLACED AS REQUIRED BY REMOVING BOLTS/RIVETS CONNECTING HDPE LAYERS AND BOLTING/RIVETING BACK TOGETHER.EMERGENCY OVERFLOWBOLT PROTECTORTO INLET APRONDUAL LAYER HDPE W/400 MICRONFILTER FABRIC BETWEEN LAYERS2" DIA.GREENSPACE GRADE AT BUILDINGCURB & DRIVE AT OVERHEAD DOOR OPENINGFFE (SEE PLANS)LAST REVISED:08/31/2022TYPICAL GRADE AT BUTLER BUILDING BD013'BEAVERTAIL(SEE DETAIL)FFE (SEE PLANS)6" BELOW FFE (TYP.)SEE ARCHITECTURALFOR SLAB1/2" EXPANSION FOAMCURB FLOW LINE ANDPAVEMENT 1" BELOW FFE10% (TYP.)SEE PAVEMENT PLAN6"LAST REVISED:08/30/2022PRIVATE CONCRETE SIDEWALK SI082% CROSS SLOPENOTES:1. SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.4" CONCRETE WALK WITH CONTRACTIONJOINTS EVERY 5' AND EXPANSION JOINTS EVERY100' OR AT 90° INTERSECTIONSFINISH GRADESEE PLAN6" MIN4" MnDOT 3138 CLASS 5 AGGREGATE BASELAST REVISED:08/30/2022B6 STYLE CURB & GUTTER SI01NOTES:1. EXPANSION JOINT SPACING IS 100'2. MIN. 3" CL. 5 UNDER C.&G.3. CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B624 24"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT CURBDROP BACK (RIBBON) CURB7"Y"7"Y"SLOPE 3/4" PER FT.TIP OUT SLOPE 3/4" PER FT.LAST REVISED:03/14/2023BOLLARD SI184'GRADE AS OCCURSFROST DEPTH5'-6"3"PAINTED 6" CONCRETE FILLEDSTEEL PIPE BOLLARD WITHSMOOTH CROWNED TOPCONCRETE FILLEDPOST HOLESOLID UNDISTURBEDSOIL18"FLOWCONCRETE SWALEFLOWFLOW12"13.5"SECTION A-APERSPECTIVEFLOW
AAFLOW4'CONCRETECURB ANDGUTTERLAST REVISED:08/30/2022CURB CUT WITH CONCRETE SWALE SI26BBSECTION B-BNO. 4 REBAR(TYP.)6"24"12"12"24"12"NOTES:1. MATCH ENDS INTO CURB AND GUTTER OR TAPER AS NECESSARY.2. CURB OPENINGS SHALL BE CAST, NOT CUT OUT.3. 1-1/2" DEEP SAW CUT JOINT SHALL BE PLACED EVERY 10' ALONG CONCRETE SWALE.4. EXPANSION JOINTS SHALL BE INSTALLED AT ALL COLD JOINTS AND 30' MAX SPACING.5. AGGREGATE SECTION UNDER CONCRETE TO MATCH PAVEMENT SECTION AGGREGATEGRADATION AND THICKNESS.5" 3500PSI TYPE 1 CONCRETELAST REVISED:01/04/2024STANDARD DUTY CONCRETE SECTION SI21PAVEMENT SECTIONS SHOWN ARE PER THE CONCRETE PAVEMENT RECOMMENDATION LETTER FROM ITT DATEDMAY 28, 2020.REFER TO THE LETTER FOR ADDITIONAL INFORMATION.NOTES:1. CONCRETE SHALL HAVE MACROFIBER REINFORCEMENT.2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREAOR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TOENGINEER PRIOR TO CONSTRUCTION.3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL ANDDOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4. DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 12"DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENTEDGE.3" COMPACTED CL. 5 AGGREGATE BASE, MnDOT 3138, 2211SURFACE COMPACTIONLAST REVISED:01/05/2024PRIVATE PEDESTRIAN CURB RAMP SI09FACE OFCURBBACK OF CURB8"4' MIN. &PER PLAN5' MIN.5' MIN.AA6' MIN.42146FACE OFCURB8"5' MIN.4' MIN. &PER PLAN5' MIN.AA6' MIN.1465% APPROACH SLOPE MAXCURB FACE OR GUTTERSEE NOTE #51/2" PREFORMED JOINT FILLER MATERIALRAMP6' MIN.LANDING4' MIN.RAMP 8.33% RAMPMAX. SLOPECONCRETE WALKSECTION A-A6" HEIGHT MAX.SIDE FLARE10% MAX. SLOPEROUND ALL SLOPEDINTERSECTIONS5' MIN.SIDE FLARE4' MIN.RAMP5' MIN.SIDE FLARENOTES:1. PROVIDE A RELATIVELY FLAT LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPEBOTH DIRECTIONS. LANDING WIDTH SHALL MATCH RAMP WIDTH. MINIMUM RAMP AND LANDINGWIDTH IS 4'; A 5' WIDTH IS PREFERRED.2. PEDESTRIAN RAMP SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTIONOF TRAVEL AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%3. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2%MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, ORPROVIDE AT-GRADE CROSSING.4. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLAREDSLOPE TO BE 10% MAXIMUM.5. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.6. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.7. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.1ELEVATION OF RAMPPLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMP24AAPERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01BEAVERTAIL3'LAST REVISED:08/30/2022BEAVERTAIL CURB SI30
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WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFOFOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEXISTING INFILTRATION BASIN (201P)TOP=867.0HWLs: 2YR=864.27, 10YR=864.98, 100YR=866.53OUTLET=864.10BOTTOM=861.0PROPOSED BUILDINGFFE=870.888TH STREET NEPARISH AVENUE NE (CSAH NO. 42)NO PARKINGPARISH AVENUE NE (CSAH NO. 42)90TH STREET NE (CSAH NO. 39)NO PARKINGNO PARKINGNO PARKING
PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY1-SKH10-TWN7-TWN1-SKH1-SKH1-PFC3-AWS15-PMD3-AWS15-PMD3-AWS15-PMD3-AWS15-PMD1-PFC3-AWS15-PMD3-AWS15-PMD1-PFC3-AWS3-AWSBACCAAAAABBCBCCCCCD1-ISAROW 1: 19-KFGROW 2: 12-KFGROW 3: 11-SALROW 4: 13-SALROW 5: 14-SDOROW 6: 11-SDOAB1-ISA0'30' 60' 90'Common Ground AllianceCall 48 Hours before digging:811 or call811.comNEW RETAIL BUILDINGOTSEGO, MNOTSEGO OUTLOTREVISIONSNUMBERDATEProject Number: SRC23082.William R. HustonLic. No. 44984Date:01.26.24I hereby certify that this plan,specifications, or report wasprepared by me or under mydirect supervision and that I am aduly licensed Engineer under thelaws of the State of Minnesota.01.26.24NOTICE: This document ("Instrument ofService") was prepared by RiceCompanies, Inc. ("RCI") specifically forthe referenced project and is not intendedfor any other use. RCI retains allcommon law, statutory and other reservedrights, including copyrights. ThisInstrument of Service shall not be used onother projects, for additions to this projector for completion of this project by otherswithout RCI's prior written consent. Anyunauthorized use of this Instrument ofService shall be prohibited.Copyright Rice Companies, Inc. 2024. All rights reserved.320.252.0404RICECOMPANIES.COMWRHcBUILDING PERMIT SET....01.26.241...R:\CAD\COBORN'S\OTSEGO\2024 OUTLOT\CIVIL\CAD\SHEETS\OUTLOT - PL01.DWGL101LANDSCAPE PLAN LANDSCAPE LEGENDSHRUBS / VINESOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERA SHREDDED HARDWOOD MULCH (TYP.)B EDGER (TYP.)C SOD (TYP.)D MNDOT SEED MIX 33-261LANDSCAPE KEYNOTESAB&B3PFC1.5" CAL.90PMDB&B3SKH2.5" CAL.17TWN24AWSSKYLINE HONEY LOCUSTOVERSTORY TREEABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREADQTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.ORNAMENTAL TREEDECIDUOUS SHRUBPERENNIALSPRAIRIE FIRE CRABANTHONY WATERER SPIREATINY WINE NINEBARKPARDON ME DAYLILYGLEDITSIA TRIACANTHOS VAR. INERMIS SKYCOLEMALUS 'PRAIRIEFIRE'SPIRAEA X BUMALDA 'ANTHONY WATERER'PHYSOCARPUS OPULIFOLIUS 'SMPOTW'HEMEROCALLIS 'PARDON ME'AS SHOWNAS SHOWNPLANT SCHEDULE34316612" O.C.3'-0" O.C.3'-0" O.C.CONT.#5CONT.#5CONT.#1 3CODE QTY COMMON NAME BOTANICAL NAME SIZE ROOT SPACING REMARKS1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BYTHE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESSTHAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER STATE & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16. BACKFILL SOIL AND TOPSOIL SHALL BE FROM THE TOPSOIL STRIPPING PRIOR TO CONSTRUCTION AND SHALL BEFREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIEDOTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE,SHRUBS, AND PERENNIALS.17. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOILAMENDMENTS FOR OPTIMUM PLANT GROWTH. ALL PARKING ISLAND GRADES SHALL HAVE A SIGNIFICANTCROWN.18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. SINGLE TREE AND SHRUB PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOODMULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING,EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. MULCH TO BE FREE OF DELETERIOUSMATERIAL AND MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NOEXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCHEXISTING CONDITIONS (WHERE APPLICABLE).19. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).20. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITHSHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWNAND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER DOTSPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.21. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. SEE PLAN FOR LIMITS OF IRRIGATION. LANDSCAPE WITHIN LANDSCAPE/IRRIGATION DASHED LINETO BE IRRIGATED FROM BUILDING. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO WATER PLANT MATERIAL DURINGINSTALLATION AND DURING ESTABLISHMENT PERIOD. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTORTO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BEWINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEARWARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BEOBTAINED FROM THE GENERAL CONTRACTOR.22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK.25. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED AS PLANTING BEDS, ARE TO BE SODDED, UNLESS NOTEDOTHERWISE. SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTOEXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED.26. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY ARCHITECT IF PLAN AND SCHEDULEDO NOT MATCH. ALL PLANT MATERIAL TO ADHERE TO THE AMERICAN STANDARD FOR NURSERY STOCK, LATESTVERSION. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH.27. SEE EROSION CONTROL PLAN FOR ADDITIONAL REQUIREMENTS AND INFORMATION.PLANTING NOTESLAST REVISED:05/05/2023SHRUB & PERENNIAL CONTAINER PLANTING LA012XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADEDECIDUOUS TREE PLANTINGLA02LAST REVISED:05/05/20232XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND(MAX.) OR TO FIRST BRANCH.BOTTOM OF STAKE 3' (MIN.) BELOWGROUND. STAKING POSTS TO BE2"X2" STAINED WOOD OR PAINTEDSTEEL DELINEATOR POSTS. PLACE 3POSTS EQUIDISTANT AROUND ANDOUTSIDE ROOT BALL. SECURE TREE TOPOSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE,40 MIL., 1.5" WIDE STRAP.2ISAISANTI RED-OSIER DOGWOOD CORNUS SERICEA 'ISANTI' 5'-0" O.C.CONT.#525SDOSTELLA DE ORO DAYLILY HEMEROCALLIS 'STELLA DE ORO' 24" O.C.CONT.#1 27KFGKARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 24" O.C.CONT.#1 24PPSPERENNIAL PURPLE SLVIA SALVIA NEMOROSA 24" O.C.CONT.#1 11
EAST LINE OF THEN.W. 1/4 OF THE N.E. 1/4SEC. 22, TWP. 121, RNG. 23CONTROLLED ACCESS ASSHOWN ON THE PLAT OFFRIENDSHIP ADDITIONROADWAY AND UTILITYEASEMENT PER DOC.NO. A1034743UTILITY EASEMENT PERDOC. NO. 724036∆∆∆∆∆∆∆∆∆DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF PARKVIEW RETAILDRAINAGE AND UTILITY EASEMENTTHE PLAT OF PARKVIEW RETAILDRAINAGE AND UTILITY EASEMENTPER THE PLAT OF PARKVIEW RETAILS89°51'25"E 293.48N00°08'40"E 173.47S89°37'47"W 289.78S00°17'07"E 165.84BLOCK 1LOT 1L=7.85R=5.00Δ=89°54'53"8080S89°51'25"E 75.00N.E. CORNER OF THEN.W. 1/4 OF THE N.E. 1/4 OFSEC. 22, TWP. 121, RNG. 23N.E. CORNER OF THE N.E. 1/4OF SEC. 22, TWP. 121, RNG. 23S.E. CORNER OF THEN.W. 1/4 OF THE N.E. 1/4 OFSEC. 22, TWP. 121, RNG. 23N89°37'47"E 1325.48NORTH LINE OF THE N.E. 1/4SEC. 22, TWP. 121, RNG. 23N00°17'07"W 481.52S00°17'07"E 832.05Sheet 1 of 1 SheetsPARKVIEW RETAIL 4TH ADDITIONSURVEYORS CERTIFICATEI, Andrew C. Westbrock, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; thatthis plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plathave been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of thiscertificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this day of , 20 .Andrew C. Westbrock, Licensed Land SurveyorMinnesota License No. 61071STATE OF COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of , 20 , by Andrew C. Westbrock, Land Surveyor,Minnesota License No. 61071. (Notary Signature)(Notary Name Printed)Notary Public, County, MinnesotaMy Commission Expires CITY COUNCIL, CITY OF OTSEGO, MINNESOTAThis plat of PARKVIEW RETAIL 4TH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meeting thereof held this dayof , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City ClerkWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this dayof , 20.Wright County SurveyorWRIGHT COUNTY HIGHWAY ENGINEERThis plat was reviewed and recommended for approval this day of , 20.Wright County EngineerWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to MinnesotaStatutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 .Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20, at o'clock.M., and was duly recorded in Cabinet No. , Sleeve, as Document Number .Wright County RecorderKNOW ALL PERSONS BY THESE PRESENTS: That Coborn Realty Company Limited Partnership, a Minnesota limited partnership, owner of the following described property situated in theCounty of Wright, State of Minnesota, to wit:OUTLOT C, PARKVIEW RETAIL, Wright County, Minnesota.Has caused the same to be surveyed and platted as PARKVIEW RETAIL 4TH ADDITION.In witness whereof said Coborn Realty Company Limited Partnership, a Minnesota limited partnership, has caused these presents to be signed by its proper officer this dayof , 20 .Coborn Realty Company Limited PartnershipBy Christopher M. Coborn, Chief ManagerSTATE OF COUNTY OF This instrument was acknowledged before me this day of , 20 , by Christopher M. Coborn, Chief Managerr of Coborn Realty Company LimitedPartnership, a Minnesota limited partnership, on behalf of said partnership. (Notary Signature)(Notary Name Printed)Notary Public, County, MinnesotaMy Commission Expires FOUND MONUMENTTHE EAST LINE OF THE NORTHWEST QUARTER OF THE NORTHEASTQUARTER OF SECTION 22, TOWNSHIP 121, RANGE 23IS ASSUMED TO BEAR N00°17'07"W0'30 60 90SCALE IN FEET1 INCH = 30 FEETGOVERNMENT CORNERSITEVICINITY MAP (NOT TO SCALE)SECTION 22, TOWNSHIP 121, RANGE 23NE 1/4NW 1/4SW 1/4SE 1/4
S:\Municipal\Aotsego23xx\2348.05 Parkview Retail 4th Addition\A-REVIEW PHASE\REVIEW NO.
1\OT2348.05 for Developer.docx
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
MEMORANDUM
TO: Honorable Mayor and City Council
CC: Adam Flaherty, City Administrator
Audra Etzel, City Clerk
Daniel Licht, City Planner
Dave Kendall, City Attorney
Kurt Kneidermeier, Utility Manager
William Huston, Rice
FROM: Ronald Wagner, P.E. City Engineer
Abdullah Alqwaizani, E.I.T.
DATE: February 1, 2024
RE: Parkview Retail 4th Addition
We have reviewed the following information provided by Rice on behalf of William Huston
regarding the Parkview Retail 4th Addition.
Site Plan for Parkview Retail 4th Addition, dated 1/8/2024 by Rice.
The submittal is to be considered for preliminary acceptance. We would offer the following
comments:
1. Concrete is placed where the signages are. Verify what the signages are?