3.16 ALDI, Inc.
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 12 December 2022
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty
3.16 – ALDI, Inc.
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of site and building plans for development of an ALDI retail grocery store
and a Site Improvement Performance Agreement.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
Yes
No
BACKGROUND/JUSTIFICATION:
ALDI Inc. has submitted plans for development of Lot 1, Block 28, Parrish Meadows with a 20,644 square
foot retail grocery store. The property is located at the northwest corner of Parrish Avenue (CSAH 42) and
87th Street. Site and building plans for commercial uses are subject to review by the Planning Commission
and approval of the City Council. The Planning Commission considered the application at their meeting on
17 October 2022. Mr. Ryan Anderson, ISG, Inc., was present to represent the applicant.
Site and Building Plan Review applications do not require a public hearing, but the Chair entertained
questions from the audience. Two questions were asked regarding if the business pays taxes and how
many people would be employed. City staff responded that the business will pay property taxes. Mr.
Anderson said that there would be up to 20 full time and part time employees at the store.
The Planning Commission discussed hours of operation and delivery schedules. Mr. Anderson explained
that there will be one primary delivery truck per day and some small vendors. Mr. Anderson was also
asked how this store compared to others in the area and he noted this building is larger. There were no
significant concerns from the Planning Commission regarding the proposed use and they voted 4-0 to
recommend City Council approval.
The developer has submitted revised plans addressing the comments of City staff and recommendations of
the Planning Commission. The plans attached with the planning report exhibit reflect the most recent
submission and the conditions of approval as stated on the proposed findings of fact and decision reflect
the changes made by the developer.
The City Attorney has drafted a Site Improvement Performance Agreement that has been executed by the
developer.
SUPPORTING DOCUMENTS ATTACHED:
▪ Planning Report dated 10 October 2022
▪ Engineering Review dated November 30, 2022
▪ Findings of Fact and Decision
▪ Resolution 2022-97 approving a Site Improvement Performance Agreement
▪ Site Improvement Performance Agreement
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve Site and Building Plans for ALDI, Inc. for Lot 1, Block 28 Parrish Meadows, subject to the
conditions stated by the Findings of Fact and Decision as presented and adopt Resolution 2022-97
approving a Site Improvement Performance Agreement.
BUDGET INFORMATION
FUNDING: BUDGETED:
N/A
N/A
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht, AICP
REPORT DATE: 10 October 2022
60‐DAY DATE: 29 November 2022
RE: Otsego – Parrish Meadows; ALDI Inc.
TPC FILE: 101.02
BACKGROUND
ALDI Inc. has submitted plans for development of Lot 1, Block 28, Parrish Meadows with a
20,644 square foot retail grocery store. The property is located at the northwest corner of
Parrish Avenue (CSAH 42) and 87th Street. Site and building plans for commercial uses are
subject to review by the Planning Commission and approval of the City Council. The Planning
Commission will to consider the application at their meeting on 17 October 2022.
Exhibits:
Site Location Map
Applicant narrative dated September 30, 2022
Exterior Elevations dated 05/10/22
Exterior Elevations Material Schedule dated 08/29/22
Operations Plan (floor plan) dated 05/10/22
Civil Plans dated 10/28/22 (UPDATED)
ANALYSIS
Comprehensive Plan. The property is planned for commercial uses as part of the City’s primary
commercial development area surrounding the TH 101/CSAH 39 interchange. The proposed
retail grocery use will serve expanding local markets, as well as regional patrons, consistent
with the guidance of the Comprehensive Plan for the area.
2
Zoning. The property is zoned B‐3, General Business District. The proposed retail grocery store
is a permitted use within the B‐3 District. Permitted uses are subject to site and building plan
review in accordance with Section 11‐9‐2 of the Zoning Ordinance. Approval of the site and
building plans is to be based on compliance with the general performance standards
established by the Zoning Ordinance and City Code.
Surrounding Area. The table below summarizes the existing and planned land uses in the area
surrounding the property. The property is located at the intersection of Parrish Avenue (CSAH
42) and 87th Street with commercial uses existing or planned for all four corners. The property
serves as a transition from the commercial uses planned adjacent to Parrish Avenue (CSAH 42)
to the Parrish Meadows townhouse dwellings being constructed to the west. The proposed
building is oriented to face Parrish Avenue (CSAH 42) and 87th Street maximizing visibility of the
building from the Parrish Avenue (CSAH 42) and 87th Street intersection and orienting the site
activity away from residential uses to the west.
Direction Land Use Plan Zoning Map Existing Use
North Commercial B‐3 District
R‐7 District
PUD District
Coborn’s
Dunkin/dentist
Undeveloped
Parkview Grand Apartments
Retail
Eye clinic/retail/restaurant
East Commercial PUD Districts
B‐3 District
Bank
Undeveloped
Super Target
Bank
Holiday
South Commercial B‐3 District
A‐1 District
Undeveloped
Farmstead
West Residential R‐6 District Parrish Meadows townhomes
Building Materials. Section 11‐17‐4.D.1 of the Zoning Ordinance requires the exterior finish of
buildings within the B‐3 District 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 grade of materials is defined by Section 11‐17‐4.B of the Zoning Ordinance and
Grade A materials consist generally of masonry, as well as glass walls, windows and doors. The
submitted information includes a schedule for the exterior elevation materials, but does not
specify percentages. The material used to emphasize the building entry is not identified on the
schedule of materials. A schedule indicating the percentage area of the materials used on each
elevation and the overall building will be required with application for a building permit to
verify compliance with the exterior finish requirements of the Zoning Ordinance.
3
Building Height. Principal buildings within the B‐3 District are allowed to be up to three stories
or 35 feet in height. The proposed building is a single‐story structure with a height of almost 29
feet to the top of the roof at the entrance at the southeast corner of the building with the
majority of the building being 18.75 ft. in height. The proposed building complies with the
height limits of the B‐3 District.
Landscaping. A landscape plan has been submitted, which provides for a mix of shade and
evergreen trees along Parkview Avenue and the north line of the property. There is also a row
of trees along 87th Street between the access and Parkview Avenue. We recommend that the
landscape plan be revised to provide:
Shade trees to be planted 50 feet on‐center or a row of Karl Forester grass clumps
along the south property line abutting 87th Street from the access to Parrish Avenue
(CSAH 42).
A row of Karl Forester grass clumps along the east property line abutting Parrish
Avenue (CSAH 42) between the off‐street parking area and stormwater basin.
The sizes of proposed plantings comply with the provisions of Section 11‐19‐2.B of the Zoning
Ordinance. Section 5‐2‐3.C.2 of the City Code requires installation of in‐ground irrigation for
the yards and planting areas within the property, which must be indicated on the landscape
plan.
Lot Requirements. Section 11‐77‐7 of the Zoning Ordinance establishes lot requirements and
setbacks for the B‐3 District, shown in the table below. Setbacks for parking stalls and drive
aisles are established by Section 11‐21‐5.B of the Zoning Ordinance. The lot and proposed site
plan comply with the applicable lot requirements and setbacks.
Min. Lot
Area
Min. Lot
Width
Setbacks
ROW North Parking
ROW North
Required 1.0ac. 200ft. 30ft. 10ft. 15ft. 5ft.
Proposed 2.8ac. 282ft. 85ft. 25ft. 15ft. 25ft.
Access. The property abuts Parrish Avenue (CSAH 42), 87th Street, and Parkview Avenue.
Parrish Avenue (CSAH 42) is designed by the Transportation Plan as a minor arterial street and
no direct lot access is allowed. The site plan proposes a right‐in/right out driveway at 87th
Street and a driveway on to Parkview Avenue, which are both local commercial streets
intended to provide access to adjacent properties.
The proposed access to 87th Street is setback 150 feet from Parkview Avenue and 275 feet from
Parrish Avenue (CSAH 42). The proposed access to Parkview Avenue is setback 135 feet from
87th Street and 160 feet from the Parkview Avenue and Park Avenue intersection. The
proposed access locations comply with Section 11‐21‐6.A of the Zoning Ordinance
4
The driveways are to be 32 feet wide measured at the right‐of‐way line. The width of the
proposed driveways is subject to approval of the City Engineer in accordance with Section 11‐
21‐6.C.2 of the Zoning Ordinance based on the width needed for delivery vehicle access.
Sidewalks/Trails. The property has a trail adjacent to Parrish Avenue along its east lot line and
sidewalks abutting 87th Street and Parkview Avenue along the south and west lot lines
respectively. The site plan is to be revised to provide for connection from the trail on Parrish
Avenue (CSAH 42) and public sidewalks on Parkview Avenue and 87th Street to the interior
sidewalks abutting the south and east walls of the building.
Off‐street Parking. The table below calculates the number of off‐street parking stalls required
for the proposed use in accordance with Section 11‐21‐9 of the Zoning Ordinance:
Use Gross
Area
Net
Area
Requirement Required
Stalls
Retail 20,644sf. 18,580sf. 1 stall/200sf. 93
The site plan illustrates 94 off‐street parking stalls meeting the requirements of the Zoning
Ordinance. There are four disability accessible stalls at the front of the building to meet ADA
standards.
The off‐street parking stalls are designed as nine feet wide by 19 feet in depth and accessed via
24 foot wide drive aisles. The site plan is to be revised to illustrate the 32 parking stalls in the
center of the parking area as being 20 feet in depth and the stalls abutting the sidewalk or
perimeter of the parking area as 18 feet deep (with two foot overhang) to comply with Section
11‐21‐7.B of the Zoning Ordinance.
The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete
curb. The dimensions of the off‐street parking area comply with Section 11‐21‐7 of the Zoning
Ordinance. The construction specifications for the off‐street parking area are to be subject to
review and approval of the City Engineer.
Loading Area. There is a loading dock on the west end of the building facing south. The loading
dock ramp descends three feet below the elevation of the parking area. There is a metal fence
along the west side of the loading area. Section 11‐22‐5 of the Zoning Ordinance requires the
loading area be screened from view of adjacent streets and residential uses. We recommend
that the proposed fence be replaced with a solid fence a minimum of six feet in height to
provided more complete screening. Landscaping in the yard along Parkview Avenue will also
provide screening of the loading area.
Exterior Lighting. Section 11‐16‐6 of the Zoning Ordinance establishes performance standards
for exterior lighting. An exterior lighting plan including photometric measurements of light
intensity and indicating the type, location, and height of all exterior light fixtures has been
submitted. All exterior light fixtures are to have a 90 degree horizontal cut‐off and not cast
5
more than 0.4 foot‐candles of light at the property lines. The proposed site lighting complies
with the Zoning Ordinance.
Waste Storage. The building floor plan illustrates that waste storage containers will be kept
within the loading area and a swinging gate fence is to be provided to screen the view of the
containers from the parking area. Details for the swinging gate are to be submitted for the
Zoning Administrator to verify compliance with Section 11‐18‐4.C of the Zoning Ordinance,
which requires a solid wall with minimum height of six feet.
Signs. Section 11‐37‐5.C of the Zoning Ordinance allows the proposed use one free standing
sign not to exceed 100 square feet in area (each side) and 20 feet in height plus wall signs on
two elevations facing public streets up to 15 percent of the wall area with individual signs not
to exceed 100 square feet.
The submitted plans indicate a freestanding sign at the southeast corner of the property at the
Parrish Avenue (CSAH 42) and 87th Street intersection. The proposed sign is to be 76 square
feet in area and 20 feet in height, which complies with the allowances established by the Zoning
Ordinance. The sign is shown to be setback more than the 10 feet from property lines as
required by Section 11‐37‐3.B of the Zoning Ordinance.
The building elevation plans show one 76 square foot wall sign on the east elevation facing
Parrish Avenue (CSAH 42) and one 76 square foot wall sign on the south elevation facing 87th
Street. The location and area of proposed wall signs complies with the provisions of the Zoning
Ordinance.
A sign permit must be applied for approved by the Zoning Administrator prior to installation of
signs upon the property.
Grading. Plans for grading, erosion control, and storm water management have been
submitted for the property. All grading, drainage, and erosion control plans are subject to
review and approval of the City Engineer.
Utilities. City sewer and water utilities have been extended to the property within the abutting
public right‐of‐way with the Parrish Meadows final plat. Connection of the proposed building
to City utilities is to be subject to review and approval of the City Engineer. Utility Availability
Charges have been paid, but the developer will pay Utility Connection Charges with application
for building permit based on the proposed use of the building.
Performance Agreement. Section 11‐9‐7 of the Zoning Ordinance requires that the developer
execute a Site Improvement Performance Agreement (SIPA) with the City to provide for
construction of the project, completion of any public improvements, establishment of required
securities, and payment of applicable fees. The City Attorney will draft a SIPA related to the
proposed development, which is to be approved by resolution of the City Council, executed by
the developer, and recorded with the property.
6
RECOMMENDATION
The proposed ALDI retail grocery store is consistent with the land uses guided by the 2012
Comprehensive Plan and complies with the requirements of the Zoning Ordinance. Our office
recommends approval of the site and building plans as set forth below.
POSSIBLE ACTIONS
A. Motion to recommend approval of site and building plans upon Lot 1, Block 28, Parrish
Meadows for ALDI Inc., subject to the following conditions:
1. The property shall be developed in accordance with the plans as approved by the
City of Otsego in compliance with the requirements of the Zoning Ordinance and
City Code and the conditions outlined herein.
2. A schedule specifying the exterior materials and the percentage area of the
materials used on each elevation and the overall building shall be submitted to
verify compliance with the requirements of Section 11‐17‐4.D.1 of the Zoning
Ordinance.
3. The landscape plan shall be revised subject to review and approval of the Zoning
Administrator to provide for the following:
a. Shade trees to be planted 50 feet on‐center or a row of Karl Forester
grass clumps along the south property line abutting 87th Street from the
access to Parrish Avenue (CSAH 42).
b. A row of Karl Forester grass clumps along the east property line abutting
Parrish Avenue (CSAH 42) between the off‐street parking area and
stormwater basin.
c. Installation of in‐ground irrigation for the yards and planting areas within
the property.
4. The site plan shall be revised to provide for five‐foot wide pedestrian
connections from the principal building to the trail on Parrish Avenue (CSAH 42)
and sidewalks on 87th Street and Parkview Avenue, subject to review and
approval of the Zoning Administrator.
5. The site plan is to be revised such that off‐street parking stalls have a minimum
depth of 20 feet (including allowed two‐foot overhang) as required by Section
11‐21‐7.B of the Zoning Ordinance.
7
6. Construction specifications for off‐street parking areas shall be subject to review
and approval of the City Engineer.
7. The site plan shall be revised to provide a solid fence a minimum of six feet in
height to the west of the loading area, subject to review and approval of the
Zoning Administrator.
8. Plans for the construction of the waste storage enclosure shall be submitted and
are subject to review and approval of the Zoning Administrator for compliance
with Section 11‐18‐4.C of the Zoning Ordinance.
9. All signs shall comply with Section 37 of the Zoning Ordinance and require
approval of a sign permit by the Zoning Administrator prior to placement upon
the property.
10. All grading, drainage, and erosion control plans are subject to review and
approval of the City Engineer.
11. All utility plans are subject to review and approval of the City Engineer.
12. The developer shall pay Utility Connection Charges at the time a building permit
is issued in accordance with the provisions of the City Code.
13. The developer shall enter into a Site Improvement Performance Agreement
(SIPA) as drafted by the City Attorney and subject to approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request
does not comply with the Zoning Ordinance and City Code.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Site Location Map
461 ft
Overview
Legend
Roads
CSAHCL
CTYCL
MUNICL
PRIVATECL
TWPCL
Highways
Interstate
State Hwy
US Hwy
City/Township Limits
c
t
Parcels
S E P T E M B E R 30, 2 0 2 2
D. Daniel Licht
Planning
City of Otsego
13400 90th St NE
Otsego, MN 55330
ddl@planningco.com
7900 International Drive + Suite 550 + Bloomington, MN 55425
952.426.0699 + ISGInc.com
Architecture + Engineering + Environmental + Planning
RE: SITE PLAN APPLICATION NARRATIVE
ALDI DEVELOPMENT
Daniel,
Enclosed is a Site Plan application and the supporting documents for an ALDI site development. The site is vacant
and identified by Parcel number 118360028010. The property owner is Tamarak Land – Parrish Meadows, LLC. ALDI
has a Purchase Agreement with the owner contingent of the site plan approval. Upon closing, the taxes on the property
will be paid and we will provide the City with confirmation of all property taxes paid. Below is a more detailed
description of the proposed project with this Site Plan application.
SITE + PROJECT DESCRIPTION
The subject site is 2.79 acres and located in the northwest corner of 85th St NE and Parrish Ave NE. The proposed
use is an ALDI grocery store, that would be 20,664 square feet. A right-in access to the site would be from 85th
Street NE on the southern side of the property and a full access would be on the western side of the property to
Parkview Avenue. The required number of parking spaces is 103 and the proposed site includes 98 parking spaces.
The impervious area of the site would be 56.28% and the open space comprises 43.72% of the site.
An 8-ft opaque fence will be installed to the west of the loading for full screening of truck in the loading dock area,
and there will be full perimeter landscaping to comply with the code and provide color, shade and soften the sight.
The building elevations are comprised of a mix of materials, colors and glazing to add architectural interest to the
building façade.
Thank you for taking the time to review the enclosed application and supporting documents. We look forward to
working with the City on this project. Please contact me at 952.426.0699 or Andrea.Rand@ISGInc.com with any
questions or if there is any additional information we can provide in support of this project.
Sincerely,
Andrea Rand, AICP
Project Coordinator
19'-11" A.F.F.T.O. BLKG0'-0"FIN. FLOOR28'-10" A.F.F.T.O. STEEL22'-1 1/2" A.F.F.T.O. STEELA1bGRADE LINE - SEE CIVIL DWGS.A6aA5A5A1A9A10A25A26E2A1A9A28A2A17A12A6A9A1A5A1aA1a18'-8" A.F.F.T.O. MASONRY/STUDA13A14A11E5A17A17A17A17A2A1A306F1AA4A22FF28'-10" A.F.F.T.O. STEEL0'-0"FIN. FLOOR3'-4" A.F.F.T.O. MASONRY11'-2" A.F.F.B.O. CANOPY EQEQ9'-6"
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Date:AIssued:PROJECT ARCHITECT/ENGINEER DATEPROJECT LEADDATESealSealDATEPROJECT DESIGNER1Date:Revisions:BCDE23456789585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564Drawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document in anyway. Any licensee who alters this document is required by law to affixhis or her seal and to add the notation "Altered By" followed by his orher signature and the specific description of the alteration or revision.www.apd.comCCopyright 2022Copying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. Contact APDE&A with any need for additional dimensions or clarifications.DO NOT SCALE PLANSAPD Engineering & Architecture615 Fishers Run Victor, NY 14564585.742.2222 - www.apd.comStore #:22-0289AALDI Inc.Otsego, MNParkview AvenueOtsego, MN 55330Wright County05/10/22RHSDV7ERAs NotedXXIssued Client Review05/10/223North ElevationSCALE: 1/8" = 1'-0"4South ElevationSCALE: 1/8" = 1'-0"1West ElevationSCALE: 1/8" = 1'-0"ExteriorElevationsCBCEE-12East ElevationSCALE: 1/8" = 1'-0"
EXTERIOR PAINT SYSTEM SCHEDULEPT # SYSTEMSUBSTRATESYSTEMCOLORREMARKSPT-15LATEX SATINCAST CONCRETE1C. PRIMER A24W83001C. K431C. K43AS SELECTED BY OWNEREXPOSED FOUNDATION WALLS WHERE NOTEDPT-16 URETHANE GLOSSCONCRETE BLOCK1C. PRIMER A2W2001C. 646-1001C. B65-720AS SELECTED BY OWNERDUMPSTER INTERIOR ENCLOSURE WALLS ONLY WHENSHOWN OR REQUIRED BY CONSTRUCTION MANAGERPT-17LATEX SATINEXISTING EIFS/STUCCO1C. PRIMER B28W26001C. B20-26001C. B20-2600AS SELECTED BY OWNERONLY WHEN SHOWN OR REQUIRED BYCONSTRUCTION MANAGERPT-18 LATEX SATINP.T. WOOD1C. PRIMER B24W8041C. K431C. K43AS SELECTED BY OWNERDUMPSTER ENCLOSURE ROOF FRAMING WHERESHOWN OR REQUIRED BY CONSTRUCTION MANAGERPT-19 LATEX GLOSSSTEEL1C. PRIMER 646-1001C. B65-7201C. B65-720CL-5 OR AS SELECTED BY OWNERLINTELS, RAILINGS, GATE FRAMES, CART GUIDES,BOLLARDS, OVERHEAD DOOR FRAMES, MISC.EXPOSED STEELPT-20LATEX OVERALKALI-RESISTANTPRIMER SYSTEMCMU1C. PRIMER A24W2001C. K431C. K43AS SELECTED BY OWNEREXPOSED CMUBASE BID (BRICK 'A')SPEC-BRICK CONCRETE MASONRY VENEER4Wx8Hx16LGARDNER BLEND w/ HOLCIM "SANDBEIGE"MORTARMORTAR ALT: SOLOMON "37H DEEP BROWN"CONTACT THE CONCRETE PRODUCTS GROUP AT 800-789-0872 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2KEYMATERIAL / MFG.COLOR / NO.NOTESBASE BID (BRICK 'A')SPEC-BRICK CONCRETE MASONRY VENEER4Wx8Hx16LCHESAPEAKE BLEND w/ HOLCIM "SMITH GRAY"MORTARMORTAR ALT: SOLOMON "85X DARKCHOCOLATE"CONTACT THE CONCRETE PRODUCTS GROUP AT 800-789-0872 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2BASE BID (BRICK 'A')SPEC-BRICK CONCRETE MASONRY VENEER4Wx8Hx16LSTANTON BLEND w/ HOLCIM "ATLANTA RED"MORTARMORTAR ALT: SOLOMON 40A REDCONTACT THE CONCRETE PRODUCTS GROUP AT 800-789-0872 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2ALDI COLOR PALETTELIGHTDARKTRADITIONALMASONRY VENEER PALETTE OPTIONS (SPEC-BRICK) - BASE BID (BRICK 'A')NICHIHA FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD 'BARK'CONTACT NICHIHA AT 770-805-9466 FOR ORDERING. SEE SPEC FOR TRIM REQUIREMENTSAND ADDITIONAL INFO. ALL INCLUDED TRIM ('H', 'J', 'L', CORNER, ETC) TO MATCH FCPA10KEYMATERIAL / MFG.COLOR / NO.NOTESNICHIHA FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD 'CEDAR'CONTACT NICHIHA AT 770-805-9466 FOR ORDERING. SEE SPEC FOR TRIM REQUIREMENTSAND ADDITIONAL INFO. ALL INCLUDED TRIM ('H', 'J', 'L', CORNER, ETC) TO MATCH FCPA10NICHIHA FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD 'BARK'CONTACT NICHIHA AT 770-805-9466 FOR ORDERING. SEE SPEC FOR TRIM REQUIREMENTSAND ADDITIONAL INFO. ALL INCLUDED TRIM ('H', 'J', 'L', CORNER, ETC) TO MATCH FCPA10ALDI COLOR PALETTELIGHTDARKTRADITIONALNICHIHA FIBER CEMENT EXTERIOR CLADDING PALETTE OPTIONSDRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #104 DOVER SKYSEE SPEC FOR ADDITIONAL INFOA29KEYMATERIAL / MFG.COLOR / NO.NOTESDRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #104 DOVER SKYSEE SPEC FOR ADDITIONAL INFOA29DRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #612 MOONLIGHTSEE SPEC FOR ADDITIONAL INFOA29ALDI COLOR PALETTELIGHTDARKTRADITIONALFALLBACK OPTION 3: EXTERIOR INSULATION FINISH SYSTEM (EIFS)BERRIDGE MANUFACTURING - CEE-LOCK LEAD-COTESEE SPEC FOR ADDITIONAL INFOA29KEYMATERIAL / MFG.COLOR / NO.NOTESBERRIDGE MANUFACTURING - CEE-LOCK LEAD-COTESEE SPEC FOR ADDITIONAL INFOA29BERRIDGE MANUFACTURING - CEE-LOCK LEAD-COTESEE SPEC FOR ADDITIONAL INFOA29ALDI COLOR PALETTELIGHTDARKTRADITIONALFALLBACK OPTION 1: LOCKING METAL PANEL SYSTEMPRIMARY OPTION: MASONRY VENEERSEE KEYNOTE A2 ABOVEA29KEYMATERIAL / MFG.COLOR / NO.NOTESSEE KEYNOTE A2 ABOVEA29SEE KEYNOTE A2 ABOVEA29ALDI COLOR PALETTELIGHTDARKTRADITIONALNICHIHA FIBER CEMENT EXTERIOR CLADDING RIBBED 'MOTHER OF PEARL'RIBS TO RUN VERTICALLY; CONTACT NICHIHA AT 770-805-9466 FOR ORDERINGSEE SPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INFOA29KEYMATERIAL / MFG.COLOR / NO.NOTESNICHIHA FIBER CEMENT EXTERIOR CLADDING RIBBED 'MOTHER OF PEARL'RIBS TO RUN VERTICALLY; CONTACT NICHIHA AT 770-805-9466 FOR ORDERINGSEE SPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INFOA29NICHIHA FIBER CEMENT EXTERIOR CLADDING RIBBED 'MOTHER OF PEARL'RIBS TO RUN VERTICALLY; CONTACT NICHIHA AT 770-805-9466 FOR ORDERINGSEE SPEC FOR TRIM REQUIREMENTS AND ADDITIONAL INFOA29ALDI COLOR PALETTELIGHTDARKTRADITIONALFALLBACK OPTION 2: NICHIHA FIBER CEMENT PANELSALTERNATE No.3 (BRICK 'C')BELDEN BRICKMODULAR MAYO BLEND w/ HOLCIM"DANDELION" MORTARMORTAR ALT: SOLOMON 10X LIGHT BUFFCONTACT THE BELDEN BRICK COMPANY AT 330-451-2031 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2KEYMATERIAL / MFG.COLOR / NO.NOTESALTERNATE No.3 (BRICK 'C')BELDEN BRICKMODULAR EBONY BLACK BLEND w/ HOLCIM"SMITH GRAY" MORTARMORTAR ALT: SOLOMON "85X DARKCHOCOLATE"CONTACT THE BELDEN BRICK COMPANY AT 330-451-2031 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2ALTERNATE No.3 (BRICK 'C')BELDEN BRICKMODULAR COMMODORE BLEND w/ HOLCIM"ATLANTA RED" MORTARMORTAR ALT: SOLOMON 40A REDCONTACT THE BELDEN BRICK COMPANY AT 330-451-2031 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2ALDI COLOR PALETTELIGHTDARKTRADITIONALALTERNATE No. 2 (BRICK 'B')QUIK-BRIK CONCRETE MASONRY VENEER4Wx8Hx16LBISMARCK BLEND w/ HOLCIM "SANDBEIGE"MORTARMORTAR ALT: SOLOMON "37H DEEP BROWN"CONTACT ECHELON MASONRY AT 800-899-8455 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2KEYMATERIAL / MFG.COLOR / NO.NOTESALTERNATE No. 2 (BRICK 'B')QUIK-BRIK CONCRETE MASONRY VENEER4Wx8Hx16LMAROUS BLEND w/ HOLCIM "SMITH GRAY"MORTARMORTAR ALT: SOLOMON "85X DARKCHOCOLATE"CONTACT ECHELON MASONRY AT 800-899-8455 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2ALTERNATE No. 2 (BRICK 'B')QUIK-BRIK CONCRETE MASONRY VENEER4Wx8Hx16LPROMENADE BLEND w/ HOLCIM "ATLANTARED" MORTARMORTAR ALT: SOLOMON 40A REDCONTACT ECHELON MASONRY AT 800-899-8455 FOR ORDERINGSEE SPEC FOR ADDITIONAL INFOA2ALDI COLOR PALETTELIGHTDARKTRADITIONALMASONRY VENEER PALETTE OPTIONS (BELDEN) - ALTERNATE No.3 (BRICK 'C')MASONRY VENEER PALETTE OPTIONS (QUIK-BRIK) - ALTERNATE No. 2 (BRICK 'B')PREFINISHED METAL COPINGA1- SILVER - AT HIGH ROOF & CANOPYA1a - SIERRA TAN - AT BRICKA1b - AGED BRONZE - AT NICHIHA TOWERSA1c- GRANITE - AT EIFSA1c - GRANITE - AT RIBBED NICHIHAA1c - ZINC - AT STANDING SEAMA1d - GRANITE - AT EIFSSEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT(VALSPAR (SW) AGED BRONZE #437R2398) ON POST FORMED ALUMINUM.A1KEYMATERIAL / MFG.COLOR / NO.NOTESPREFINISHED METAL COPINGA1- SILVER - AT HIGH ROOF & CANOPYA1a - PETERSEN ALUM - MUSKET GREY-AT BRICKA1b - PETERSEN ALUM - #'CEDAR 397C0290SPRAY CODE' - AT NICHIHA TOWERSA1c- GRANITE - AT EIFSA1c - GRANITE - AT RIBBED NICHIHAA1c - ZINC - AT STANDING SEAMA1d - GRANITE - AT EIFSSEE SPEC FOR ADDITIONAL INFOA1PREFINISHED METAL COPINGA1- SILVER - AT HIGH ROOF & CANOPYA1a - AGED BRONZE - AT BRICKA1b - AGED BRONZE - AT NICHIHA TOWERSA1c- GRANITE - AT EIFSA1c - GRANITE - AT RIBBED NICHIHAA1c - ZINC - AT STANDING SEAMA1d - GRANITE - AT EIFSSEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT(VALSPAR (SW) AGED BRONZE #437R2398) ON POST FORMED ALUMINUM.A1ALDI COLOR PALETTELIGHTDARKTRADITIONALPREFINISHED METAL COPING PALETTE OPTIONSNICHIHA FIBER CEMENT PANEL BASE FLASHING PETERSEN ALUMINUM - 'AGED BRONZE'SSEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT ONPOST FORMED ALUMINUM.A28KEYMATERIAL / MFG.COLOR / NO.NOTESNICHIHA FIBER CEMENT PANEL BASE FLASHINGPETERSEN ALUMINUM - #'CEDAR 397C0290SPRAY CODE'SEE SPEC FOR ADDITIONAL INFOA28NICHIHA FIBER CEMENT PANEL BASE FLASHING PETERSEN ALUMINUM - 'AGED BRONZE'SEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT ON POSTFORMED ALUMINUM.A28ALDI COLOR PALETTELIGHTDARKTRADITIONALFIBER CEMENT PANEL BASE FLASHINGPREFINISHED ALUM. SILLA3- BRIGHT SILVERA3a - PETERSEN ALUMINUM - 'AGED BRONZE'SEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT ON POSTFORMED ALUMINUM.A3KEYMATERIAL / MFG.COLOR / NO.NOTESPREFINISHED ALUM. SILLA3 - BRIGHT SILVERA3a - PETERSEN ALUM # "CEDAR 397C0290SPRAY CODE"SEE SPEC FOR ADDITIONAL INFOA3PREFINISHED ALUM. SILLA3- BRIGHT SILVERA3a - PETERSEN ALUMINUM - 'AGED BRONZE'SEE SPEC FOR ADDITIONAL INFO; NOTE AGED BRONZE IS CUSTOM COLOR PAINT ON POSTFORMED ALUMINUM.A3ALDI COLOR PALETTELIGHTDARKTRADITIONALPREFINISHED ALUMINUM SILL PALETTE OPTIONSDESIGNER NOTE:1. ALDI WOULD LIKE ALL BRICK OPTIONS BID ON ALL PROJECTS.2. THE BRICK SPEC USED AS THE BASIS OF DESIGN FOR AHJ EXTERIOR ELEVATION APPROVAL SHALL BE CONSIDERED BRICK 'A'3. THE BID FORM HAS AN ALTERNATE FOR BRICK 'B' AND BRICK 'C'4. THESE IDENTIFIERS MAY NEED TO BE REVISED DEPENDING ON WHICH BRICK IS NEEDED FOR AHJ APPROVAL.5. ALL BRICK SPECS FOR THE APPLICABLE COLOR PALLET SHOULD BE LEFT IN THE BID SET.6. IF BRICK SPEC CHANGES FROM BRICK USED FOR AHJ APPROVAL, COORDINATE REVISION REQUEST WITH ALDICONSTRUCTION REPRESENTATIVEUPPER WALL FIELD PALETTE OPTIONSDESIGNER NOTE:1. SELECTION OF COLOR PALETTE BY ALDI DIRECTOR.2. UPPER WALL OPTIONS CAN BE INTERCHANGED BETWEEN COLOR PALETTES ASAUTHORIZED BY THE ALDI DIRECTOR3. REPLACE EXTERIOR FINISH SCHEDULE ROWS TO THE LEFT WITH DESIRED OPTION.4. THIS SHEET IS FOR REFERENCE ONLY AND SHOULD NOT BE PART OF A PERMIT SET.DESIGNER NOTE:1. DELETE A1c OPTIONS IF NOT USING AN UPPER FIELD MATERIAL.DESIGNER NOTE:1. INCORPORATE PAINT SYSTEM AND COLOR INTO MATERIAL KEYNOTES AS NEEDED.DRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #104 DOVER SKYSEE SPEC FOR ADDITIONAL INFOA29KEYMATERIAL / MFG.COLOR / NO.NOTESDRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #104 DOVER SKYSEE SPEC FOR ADDITIONAL INFOA29DRYVIT SYSTEMS, INCEXTERIOR INSULATION FINISH SYSTEMSANDPEBBLE FINE DPRCOLOR #612 MOONLIGHTSEE SPEC FOR ADDITIONAL INFOA29ALDI COLOR PALETTELIGHTDARKTRADITIONALEXTERIOR INSULATION FINISH SYSTEM (EIFS)Drawing No.Scale:Project No.Type:Date:Drawn By:Project Name & Location:Drawing Name:Inc.(XXX) XXX-XXXX(XXX) XXX-XXXX faxDivision AddressDivision City, Division State, ZipPLOTTED: 8/29/2022 4:32 PM
Date:AIssued:PROJECT ARCHITECT/ENGINEER DATEPROJECT LEADDATESealSeal1Date:Revisions:BCDE23456789Store #:Proj. No.ALDI Inc.Project NameProject AddressProject Town, State, ZipProject CountyDateRHSDV7ERAs NotedXXV7.0 ER PROTOTYPE - NOT FOR CONSTRUCTIONIssued for Use / Reference08/29/22THESE DRAWINGS ARE PROTOTYPICAL AND SHALL NOT BE USED FORANY CONSTRUCTION OR RENOVATION ACTIVITIES. They are onlyfor use by ALDI and their designated design professionals on ALDIprojects. When applying the required professional standard ofcare and permitted by law, the design professional may integratethese drawings into his/her own technical submission. The designprofessional is responsible for preparing a submittal in accordancewith all applicable laws, building codes and local site conditions.Deviations from this prototypical design are to be coordinatedwith the ALDI Director of Real Estate. To save cost, non-aestheticrevisions to the shell design should be made after approval fromthe ALDI Director of Real Estate585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564Drawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document in anyway. Any licensee who alters this document is required by law to affixhis or her seal and to add the notation "Altered By" followed by his orher signature and the specific description of the alteration or revision.www.apd.comCCopyright 2022Copying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. Contact APDE&A with any need for additional dimensions or clarifications.DO NOT SCALE PLANSAPD Engineering & Architecture615 Fishers Run Victor, NY 14564585.742.2222 - www.apd.com101112Exterior ElevationMaterial ScheduleXXXA-20X
NO PARKINGNO PARKINGREF.ELECTRIC SWITCHGEAR& BOLLARDS16 DOOR COOLER22'-0" x 66'-4" x X'-X"h.BACKROOM109UNISEX 1103BREAKROOM106OFFICE107HALL104UNISEX 2105MEATCOOLER(10) SPOT MERCHANDISERS16 DOOR FREEZER16'-0" x 43'-6" x X'-X"h.HUBDRAIN4NOTES:1. THIS DRAWING IS FORGENERAL FIXTURING LAYOUTAND REFERENCE TOEQUIPMENT ONLY. ALLINFORMATION IS FOR ALDIOPERATIONAL USE ONLYAND SHALL NOT BE USED FORCONSTRUCTION OR BIDDINGPURPOSES.2. ALL DIMENSIONS TO WALLSARE TO FACE OF STUDUNLESS NOTED OTHERWISE.3. THIS FACILITY DOES NOTCONTAIN A BAKERY, ABUTCHER, A DELI OR FISHCOUNTER.4. ALL FOOD IS PREPACKAGED.THERE IS NO ON SITE FOODPREPARATION.5. GONDOLA LOCATIONS AREMEASURED FROM THE FACEOF THE STAINLESS STEEL PRICETAG MOLDING (SSPTM).CO2 TANKS8'-0 1/4"12'-0"CLEAR72'-3" MULTI-DECK UNITS 12' 6DMLHFRESH MEAT 12' 6DMLHFRESH MEAT12' 6DMLHPRODUCE12' 6DMLHDELI
12' 6DMLHPRODUCE12' 6DMLHDELI 12' 6DMLHDELI 12' 6DMLHDELI 12' 6DMLH8' DELI / 4' FM
36'-3" MULTI-DECK UNITS12' 6DMLH4' PRO / 8' DELIREFRIGERATIONEQUIP PANELSALES102TRASH CANVESTIBULE101WALKOFF MATHUBDRAINHUB DRAINWATER &FIRE RISERSUTILITYAREA108ROOFLADDERDRINKINGFOUNTAINSLOCKERSCOATCLOSETFLOOR DRAINMANAGERORGANIZATIONDESKBALERFLOORSCRUBBERRECALL SHELVINGDUMPSTER162'-8"49'-4"212'-0"40'-0"79'-4"119'-4"132566BATTERYCHARGERS STACKERSBATTERY CHARGERSPALLET JACKS2
eCOMMERCE110PRODUCEATTIC STOCKSHELVING6" DIA. COVERED STEELPIPE BOLLARD (TYP. OF 7)FLOOR DRAIN72'-6 1/4" CLEAR
1'-1 1/2" TYP.
EXTERIOR
WALL
THICKNESS
3'-1 3/4"9'-5 3/4"10'-6"66'-4"22'-0"10'-9"CLEAR5'-0"
RACKING 12'-0"17'-11"6'-0"16'-11"8'-1"16'-0"
2'-7"
7'-5"
7'-4"10'-0"34'-2"7'-6"
CLEAR 43'-6"6'-0"
5'-0"
RACKING
5'-1 1/2"8'-0"4'-9 1/2"
7'-4 1/4"±
CLEAR15'-9 1/2"CLEAR3'-5"7'-6 3/4"32'-0"7'-6 3/4"3'-1 3/4"7'-3 1/2"7'-3 1/2"7'-3"7'-3 1/2"7'-3"7'-3 1/2"3'-1 3/4"7'-3 1/2"7'-3 1/2"
74'-6"151'-1"3'-1 3/4"7'-8"32'-0"48'-0"3'-1 3/4"44'-0"8'-11 3/4"±
CLEAR
89'-6"76'-0"1'-0"7'-3"
28'-6"16'-8 1/4"16'-8 1/4"
7'-6 1/2"
CLEAR
48'-0"48'-0"7'-3"11'-6 1/4"3'-1 3/4"3'-1 3/4"3'-1 3/4"3'-1 3/4"3'-1 3/4"7'-3 1/2"7'-9 1/4"7'-1"9'-7"32'-0"3'-1 3/4"7'-6 3/4"3'-1 3/4"7'-6 3/4"4'-0"(143)MODEL563WCARTSTORAGE6'-0"
(TYP)CLOSET111FLOOR MOUNTEDCORNER GUARD(BOTH ENDS)FLOOR MOUNTEDSTAINLESS STEEL RAILFLOOR MOUNTEDSTAINLESS STEEL RAILS1 P5E4 P4E3 P3E1 P1E2 P2CHECK LANE(TYP.)FUTUREPRODUCEPRODUCEBEVERAGECOOLERS14'-0"14'-0 3/4"7'-0 1/2"
CLEAR16'-6 1/2"10'-2 1/4"4'-0"4'-4 1/4"16'-6 1/2"7'-0"3'-0"7'-1"12'-6"12'-6"7'-1"4'-4 1/4"11'-11"11'-5"6'-11 1/2"CLEAR18'-
4
1
/
2
"
4'-8"7'-1"
CLEAR
7'-1"
CLEAR12'-8"13'-2 3/4"2'-0"10'-2 1/4"S2 P6S3 P7S4 P8FUTURES7 P11S6 P10S5 P9 ATTENDANTSTATION3'-1 3/4"GUIDANCERAILINGFLOR12'-10"7'-9"CLRCHECKLANEDISPLAY4'-0"ATTENDANTSTATION23'-5"BEVERAGECOOLERS566'-8 1/4"
CLEAR33HUBDRAIN
HUB DRAINHUB DRAIN (CAPPEDFOR FUYURE USE)HUBDRAINHUBDRAINHUBDRAIN12'-7 1/4" CLEARFLOORMOUNTEDSTAINLESSSTEEL RAILSARTELL, MN - AREA SUMMARY OCCUPANCY USE ROOM NAMESQUARE FOOTAGE MERCANTILE (M) SALES / VESTIBULE12,589 UNISEX 296 UNISEX 196 HALL120 SUBTOTAL (MERCANTILE)12,901 BUSINESS (B) OFFICE258 BREAK ROOM315ECOMMERCE407CLOSET36 SUBTOTAL (BUSINESS)1016 STORAGE / STOCK (S-2) BACKROOM3,762 COOLER1,342 FREEZER647 SUBTOTAL (STORAGE / STOCK)5,751 SUBTOTAL (OCCUPANCIES)19,668 EXTERIOR /INTERIOR WALLS / UNOCCUPIED SPACE996 BUILDING SQUARE FOOTAGE20,664 EXTERIOR CANOPY1,167 TOTAL SQUARE FOOTAGE (INCLUDING CANOPY)21,831SARTELL, MN - OPERATIONS DATA ITEMV7.0 PROTOTYPE LINEAR FOOTAGE OF BASE(PRODUCE INCLUDED)807'-2" ASSUMED PALLET STORAGE 74 BUILDING DIMENSIONS119'-4" x 153'-4" SALES FLOOR DIMENSIONS 74'-6" x 151'-1" LENGTH OF MULTIDECK120' COOLER MILK DOORS4 COOLER GENERAL DOORS12 FREEZER GENERAL DOORS 16 SPOT MERCHANDISERS10 CART STORAGE143NORTHDrawing No.Scale:Project No.Type:Date:Drawn By:Project Name & Location:Drawing Name:Inc.(XXX) XXX-XXXX(XXX) XXX-XXXX faxDivision AddressDivision City, Division State, ZipPLOTTED: 5/10/2022 5:01 PM
Date:AIssued:PROJECT ARCHITECT/ENGINEER DATEPROJECT LEADDATESealSealDATEPROJECT DESIGNER1Date:Revisions:BCDE23456789585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564Drawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document in anyway. Any licensee who alters this document is required by law to affixhis or her seal and to add the notation "Altered By" followed by his orher signature and the specific description of the alteration or revision.www.apd.comCCopyright 2022Copying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. Contact APDE&A with any need for additional dimensions or clarifications.DO NOT SCALE PLANSAPD Engineering & Architecture615 Fishers Run Victor, NY 14564585.742.2222 - www.apd.comStore #:22-0289AALDI Inc.Otsego, MNParkview AvenueOtsego, MN 55330Wright County05/10/22RHSDV7ERAs NotedXXIssued Client Review05/10/221Operations PlanSCALE: 1/8" = 1'-0"Operations PlanCBCFP-1
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-SITE DATA.DWGInc.SITE DATA SHEETC-010MJEMJERJAC-010 SITE DATA SHEET---- ---- C-01087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICEPROJECT LOCATIONNSWELOCATION MAP0SCALE IN FEETSITE SUMMARYZONING:SITE/LOT AREA:IMPERVIOUS AREA:GREENSPACEPROVIDED:PARKING REQUIREMENTS (PER CITY CODE)TOTAL: 10393SETBACKSPROJECT ADDRESS / LOCATION:LOT 1 BLOCK 28 PARRISH MEADOWSSECTION 22 T121N R23WOTSEGO, MNWRIGHT COUNTYB.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEW AVENUEAND PARK AVENUE NORTHEAST1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUTARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS),DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONSISSUED BY THE ARCHITECT/ENGINEER.2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THEGENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT ANDCOMPLETE COORDINATION OF ALL WORK.3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATIONOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATIONOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OFDETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR INCHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGNINTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDINGWITH THE WORK.6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED,INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TOMANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEENMANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFYARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TOAVOID GALVANIC CORROSION.8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FORGENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THEKNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THECONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACEUTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFYENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.9. THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITYLOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION(1-800-252-1166).PROJECT GENERAL NOTESALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF OTSEGO, MN REQUIREMENTS ANDMnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2018 EDITION, THE STANDARDSPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2013, AND CURRENT VERSION OF THEMINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE.HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUMOF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE WRIGHT COUNTY COORDINATESYSTEM, IN U.S. SURVEY FEET.ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD 88).RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATESFOR THIS PROJECT.THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN SEPTEMBER2022 BY ISG.SPECIFICATIONS REFERENCEPROJECT DATUMTOPOGRAPHIC SURVEY LEGEND EXISTINGWWETXXXXUT><IIIOEUEUTVGFBOPROPOSED>IIOEUEUTVG>>>>>>>>OHLUTLCIVIL SHEET INDEXLIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEASTPARISH AVENUE NE
COUNTY ROAD 39 NEMN-10
1 CONSTRUCTION STAKINGOWNER TO PROVIDE 10 TRIPS TO THE CONSTRUCTION SITE FOR STAKING PURPOSES.STAKING SHALL INCLUDE ANY COMBINATION OF THE FOLLOWING: GRIDLINES WITH OFFSETS,ROUGH GRADE STAKING, UTILITIES, CURB & GUTTER, LIGHT POLES, SIGNS, SIDEWALK. ANYADDITIONAL SURVEY WORK NEEDED OR REQUIRED SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO EMPLOY AND PAY ISG, INC. CONTACT RYAN ANDERSON WITH ISG, INC.AT (952) 426-0699 FOR PRICING INFORMATION.ABBREVIATIONS:DATUM CONVERSION FROM NAVD88TO NGVD29 SUBTRACT 0.393 FT
N.T.S.N.T.S.N.T.S.AA2 1/2"BREAK AWAY CHANNEL POSTSIGN FACESEE BREAK AWAYCHANNEL POST DETAILU-SECTION POSTSIGNAS NOTED ONPLANS/SCHEDULE5/16" STANDARDGALVANIZED OR ZINCPLATED SQUARE OR HEXHEAD MACHINE BOLTWITH NUTSECTION A-AGROUND SURFACE12"1"1/4" ALUMINUM BOLTSWITH LOCK NUTSU-SECTION POST WITH5/16" HOLES AT 1" O.C.(#20/FT.)4'-0"SEE SIGN SCHEDULE FORMOUNTING HEIGHTN.T.S.POLE OR WALL MOUNTEDRESERVED CURBSIDE PARKINGSIGNS. SEE PLAN FORLOCATION AND TYPE (TYP)PARKINGSTALL WIDTH (TYP)ALDI BLUE CUSTOM COLOR:CCE COLORANT OZ 32 64 128L1-BLUE - 63 1 1R3-MAGENTA - 5 - 1Y3-DEEP GOLD - 1 1 --ARIAL BOLD FONT SHALL BE USED FOR NUMBERS AND LETTERS-PAINT SHALL BE SEALMASTERS 'COLOR PAVE' OR 'LIQUID THERMOPLASTIC' TRAFFICMARKING PAINT OR AS APPROVED BY ALDI CM. CONTACT ROCHESTER JET-BLACK, GARYROSBROOK, 585-441-4125 FOR ORDERING.-a. COLOR PAVE SHALL BE USED FOR NEW PAVEMENT-b. LIQUID THERMOPLASTIC SHALL BE USED FOR OLDER PAVEMENT THAT HAS BEEN SEALEDWITH A COAL TAR SEALER.-SURFACE PREPARATION SHALL COMPLY WITH MANUFACTURERS REQUIREMENTS.-SIGNS, NUMBERS AND WORDING TO BE PLACED CENTEREDSTRIPE PARKINGSPACES TO MATCHSTANDARD PARKINGSPACESCURBSIDECURBSIDECURBSIDE12" LETTERS (TYP)24" STRIP TO BEPAINTED "ALDI BLUE"WITH WHITE LETTERSPARKINGSTALL DEPTH (TYP)DRIVE AISLE (TYP)N.T.S.N.T.S.21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-020MJEMJERJAC-020 SITE DETAILS---- ---- C-02087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
N.T.S.N.T.S.N.T.S.N.T.S.21CONCRETE CURB & GUTTERNTSB618NOTES:123NOTES:CURB CUTSTORM OUTLETNTSST280ANCHOR EDGE SECTION21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-021MJEMJERJAC-021 SITE DETAILS---- ---- C-02187TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
HEAVY-DUTYSANITARY CLEANOUTNTSSA201BITUMINOUS PAVEMENTNTSBITUMINOUS PAVEMENTNTSHEAVY DUTYCONCRETE PAVEMENTNTSHEAVY DUTYSTANDARDN.T.S.21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-022MJEMJERJAC-022 SITE DETAILS---- ---- C-02287TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
RIM ELEVATION324NOTES:123414020MANHOLE OR CATCH BASINNTSSD10121-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-023MJEMJERJAC-023 SITE DETAILS---- ---- C-02387TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-024MJEMJERJAC-024 SITE DETAILS---- ---- C-02487TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
NW BASIN INFILTRATION BASINNTSSD800SW BASIN INFILTRATION BASINNTSSD800E BASIN INFILTRATION BASINNTSSD800INLINE DRAINNTS SD30021-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SITE DETAILSC-025MJEMJERJAC-025 SITE DETAILS ---- ---- C-02587TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.PYLON SIGN DETAILC-026MJEMJERJAC-026 PYLON SIGN DETAIL ---- ---- C-02687TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE'A''A'N.T.S.N.T.S.'A'-'A'LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C1-SWPPP.DWGInc.SWPPP NOTESC-110MJEMJERJAC-110 SWPPP NOTES---- ---- C-11087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C1-SWPPP.DWGInc.SWPPP NOTESC-111MJEMJERJAC-111 SWPPP NOTES---- ---- C-11187TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
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>>>FBOEX HHEX MHRIM=865.19EX HHEX SIGNALEX MHRIM=865.48EMFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBONE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIII
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>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>>>>>>>>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>PCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPC21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C1-SWPPP.DWGInc.SITE EROSION CONTROL PLANC-120MJEMJERJAC-120 SITE EROSION CONTROL PLAN---- ---- C-12087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEASTEROSION CONTROL LEGENDSYMBOLDESCRIPTIONEROSION CONTROL LEGENDPCSF101100EROSION CONTROL QUANTITIESITEM NO.DESCRIPTIONUNITSQUANTITY
NOTES:CONCRETE WASHOUTNTSEC50021-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C0-DETAILS.DWGInc.SWPPP DETAILSC-121MJEMJERJAC-121 SWPPP DETAILS---- ---- C-12187TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICELIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FBOEX CBT/C=864.58I=860.04 (15" HDPE) NI=860.10 (15" RCP) SEX CBT/C=866.31I=862.77 (15" RCP) SEX STM MHR=868.36I=861.65 (15" RCP) SI=861.60 (15" RCP) EEX CBT/C=864.61I=859.79 (15" RCP) NI=859.64 (15" HDPE) SEEX CBT/C=866.48I=862.51 (15" RCP) NI=862.47 (25" RCP) WEX SAN MHR=870.5915 (12" PVC) W.00 (12" PVC) EEX CBT/C=864.90I=EX CBT/C=865.24I=EX CBT/C=865.66I=EX HHEX HHEX MHRIM=865.19EX HHEX SIGNALEX MHRIM=865.48EMFBOFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO30303010NE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIII
II21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C2-EXIST.DWGInc.EXISTING SITE ANDREMOVAL PLANC-210MJEMJERJAC-210 EXISTING SITE AND REMOVAL PLAN ---- ---- C-21087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40REMOVAL LEGENDSYMBOLDESCRIPTIONLIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
X X X X X XALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'NW BASIN2 YR HWL = 864.1010 YR HWL = 864.75100 YR HWL = 865.53SW BASIN2 YR HWL = 863.2110 YR HWL = 863.99100 YR HWL = 865.38E BASIN2 YR HWL = 866.8410 YR HWL = 867.08100 YR HWL = 867.31>>
>>>FBOEX CBT/C=864.58I=860.04 (15" HDPE) NI=860.10 (15" RCP) SEX CBT/C=866.31I=862.77 (15" RCP) SEX CBT/C=864.90I=EX CBT/C=865.24I=EX CBT/C=865.66I=EX HHEX MHRIM=865.19EX HHEX SIGNALEX MHRIM=865.48EMFBOUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO30303010NE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIIII21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C3-SITE.DWGInc.SITE PLANC-310MJEMJERJAC-310 SITE PLAN---- ---- C-31087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40PAVEMENT LEGENDSYMBOLDESCRIPTIONLIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
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>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>NW BASIN2 YR HWL = 864.1010 YR HWL = 864.75100 YR HWL = 865.53SW BASIN2 YR HWL = 863.2110 YR HWL = 863.99100 YR HWL = 865.38E BASIN2 YR HWL = 866.8410 YR HWL = 867.08100 YR HWL = 867.31>>>>>>>>>>>>>>
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>>>FBOEX CBT/C=864.58I=860.04 (15" HDPE) NI=860.10 (15" RCP) SEX CBT/C=866.31I=862.77 (15" RCP) SEX CBT/C=864.90I=EX CBT/C=865.24I=EX CBT/C=865.66I=EX HHEX MHRIM=865.19EX HHEX SIGNALEX MHRIM=865.48EMFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO30303010NE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIIIISTORM DRAIN STRUCTURE SCHEDULESTORM DRAIN APRONSCHEDULESANITARY SEWER STRUCTURE SCHEDULESANITARY SEWER PIPE SCHEDULESTORM DRAIN PIPE SCHEDULE21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C3-SITE.DWGInc.UTILITY PLANC-320MJEMJERJAC-320 UTILITY PLAN---- ---- C-32087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
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>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>NW BASIN2 YR HWL = 864.1010 YR HWL = 864.75100 YR HWL = 865.53SW BASIN2 YR HWL = 863.2110 YR HWL = 863.99100 YR HWL = 865.38E BASIN2 YR HWL = 866.8410 YR HWL = 867.08100 YR HWL = 867.31GGGUTUTUTUTUTUTUEUEUEUEUEUEIIIII I I I I I I I IIIIIIIIIIIIIIIIII>>
>>>>>EX CBT/C=864.58I=860.04 (15" HDPE) NI=860.10 (15" RCP) SEX CBT/C=866.31I=862.77 (15" RCP) SEX SAN MHR=870.59I=858.15 (12" PVC) WI=858.00 (12" PVC) EEX CBT/C=864.90I=EX HHEX MHRIM=865.19EX HHEX SIGNAEMFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO30303010NE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIII
IIIIIII>>>>>>>>>>>>EX SAN MHR=870.59I=858.15 (12" PVC) WI=858.00 (12" PVC) ESFSFSFSFSFSFSFFFFSFFSFSFSUEUEUEUEUEUEUEUEUEUEI I I I I I I IIII
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NW BASINN2 YR HWL = L = 8646464.10810 YR HWL = = = R HW864.75100 YR HWLWLWL = 00 Y865.53SW BASINN2 YR HWL = L = 863.2180 YR HWL = R HW863.9900 YR HWL = 00 Y865.38IIIIIIIIIIIIIIIIIIIIIIII>>EX CBT/C=866.31I=862.77 (15" RCP) SSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSSSFSSSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUUEUEUEUEUEUE
21100II>>>>>>>>>>>E BASIN2 YRHWL = L = 866.848484810 YR HWWWL=L = L = R HW8686867.08100100100 YRYR HYRWL = 000 Y867.31GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGUTUTUTUTUUUTTTUUTUUUTTUUTUUTUTTTTUTUUTUTUUTUUTTTTUUTTTTUUTUTUUUTTUUTTTUUUTUTUEUEUEUEUEUEIIIIITTIIII I I I I I I
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEEUEEEEEUUEUEUUEUEUEUEUEUEUEUUUUUEUUUEUEUUUEUEUEUEUEUEEUUEGGGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBONE CornerSW 1/4 NW1/4Sec. 22-121-23ALADI, INC. FOOD STSTOREBUUUILDING SQ. FT. =220,0,664FFE = 870.00'SFSFSFFSSFFSSFSFSFFSF3010SFSFSFUEUEUEIISFS21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C3-SITE.DWGInc.HYDRANTCOVERAGE PLANC-321MJEMJERJAC-321 HYDRANT COVERAGE PLAN---- ---- C-32187TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEASTHYDRANT COVERAGE LEGEND
>>>>
>>>>>FBOEX HHEX MHRIM=865.19EX HHEX SIGNALEX MHRIM=865.48EMFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBONE CornerSW 1/4 NW1/4Sec. 22-121-23I I I I I I I I I IIIIIIIIIXXXXXX
>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>NW BASIN2 YR HWL = 864.1010 YR HWL = 864.75100 YR HWL = 865.53SW BASIN2 YR HWL = 863.2110 YR HWL = 863.99100 YR HWL = 865.38E BASIN2 YR HWL = 866.8410 YR HWL = 867.08100 YR HWL = 867.31>>>>>>>>>>>>>>
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>>>>>>>>>>>>>>>>>>>>>>>100YR100YR100YR100YR100YR100YR100YR10
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10
0
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R
100YR 100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR 100YR21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C4-GRADE.DWGInc.OVERALL GRADINGPLANC-410MJEMJERJAC-410 OVERALL GRADING PLAN---- ---- C-41087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET20 40GRADING LEGENDGENERAL GRADING NOTES101100LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
SFSFSFSFSFSFSFSFSFSFSFSFSFX X X X X X X X X X X X X
>>>>>>
>>>>>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>>>>>>>>>>>>>>>GUTUTUTUTUTUTUEUEUEUEUEUEUEIIIIIIIIIIII>21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C4-GRADE.DWGInc.BUILDING GRADINGPLANC-420MJEMJERJAC-420 BUILDING GRADING PLAN---- ---- C-42087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET10 20GRADING LEGENDGENERAL GRADING NOTES101100LIC. NO.DATERYAN J. ANDERSON10/28/202255938CITY SUBMITTAL #109/29/22CITY SUBMITTAL #210/28/22B.M. ELEVATION=873.32'TOP NUT OF FIRE HYDRANT ON THE NORTHWEST CORNER OF PARKVIEWAVENUE AND PARK AVENUE NORTHEAST
X X X X X
>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>
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>>>>>>>>>>>>>>>>>>>>>>FBO40803870.63uwv41300870.05uwv40146865.52umpufo40207864.80umpug centerpoint45003869.96uwvFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE
UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOI I I I I I I IIIIII
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>>>>>>>>>>>>>>>SITE RESTORATION21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C5-LAND.DWGInc.SITE RESTORATIONPLANC-510MJEMJERJAC-510 SITE RESTORATION PLAN---- ---- C-51087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET## ##
X X X X X
>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>
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>>>>>>>>>>>>>>>>>>>>>>40803870.63uwvEX SAN MHR=870.59I=858.15 (12" PVC) WI=858.00 (12" PVC) E41300870.05uwv45003869.96uwvFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE
UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEGGGGGGGGGGGGGGGGFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOI I I I I I I IIIIII
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>>>>>>>>>>>>>>>PLANT SCHEDULE21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C5-LAND.DWGInc.SITE PLANTING PLANC-520MJEMJERJAC-520 SITE PLANTING PLAN---- ---- C-520ADD THIS REFERENCE BLOCK TO SIGNATURE XREF AND DELETE THIS TEXT AND REFERENCE BLOCK87TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET## ##
DECIDUOUS TREE PLANTINGNTSSTAKING DIAGRAMEVERGREEN TREE PLANTINGNTSSTAKING DIAGRAM,NO STAKING TREESUNDER 6'MULTI-STEM TREE PLANTINGNTS1. COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANYDISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.2. SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.3. REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTHFROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.4. REFER TO SPECIFICATIONS FOR TOPSOIL REQUIREMENTS.5. REFER TO PLANTING AND SITE DETAILS FOR AMENDED SOIL DEPTH IN PLANTINGBEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE.6. FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALLAPPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'SREPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OFINSTALLATION.7. ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE ASINDICATED IN THE PLANT SCHEDULE.8. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THEPLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLANSHALL GOVERN.9. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OFEQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR,FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'SREPRESENTATIVE.10. ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERYSTOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OFNURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIESLISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.11. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVEAND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR)AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTORFREE OF CHARGE WITH THE SAME GRADE AND SPECIES.12. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TOHAVE A STRONG CENTRAL LEADER SHALL BE REJECTED.13. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTIONOPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITSORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.14. PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (6' Ø)TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE ANUNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC.15. APPLY PRE-EMERGENT TO ALL LANDSCAPE ISLANDS PRIOR TO ADDING ROCK MULCH.16. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCHAPPLICATION.17. INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THECONTRACTOR.18. ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.PLANTING NOTES1. IRRIGATION SYSTEM SHALL BE CONSTRUCTED AS A DESIGN BUILD PROJECT. CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT INFORMATION TOLANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.SUBMIT IRRIGATION PLAN AT A SCALE OF 1 INCH EQUALS 30 FEET OR GREATERINDICATING POINT OF CONNECTION, BACKFLOW PREVENTER, LAYOUT / LOCATIONSOF DRIP-LINE, VALVES, MAINLINE, ISOLATION VALVES, FLOW SENSORS, RAIN /FREEZE SENSOR, PIPE SIZING, AND CONTROLLER LOCATIONS.2. ONLY PLANTING BEDS AND LAWN TURF AREAS SHALL BE SERVICED BY THEIRRIGATION SYSTEM. ALL IRRIGATION SHALL BE COMPATIBLE WITH LOCALJURISDICTION CODE. IRRIGATION SHALL NOT OVER SPRAY ONTO ADJACENTHARDSCAPE, BUILDINGS, OR ANY OTHER NON-TURF AREAS.3. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDVERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. EXERCISE EXTREMECARE IN EXCAVATING AND WORKING NEAR UTILITIES. DAMAGE DONE TO UTILITIES,STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED ATTHE IRRIGATION CONTRACTORS EXPENSE.4. IRRIGATION CONTRACTOR TO FIELD ADJUST DRIP LINE LOCATIONS SO AS TO AVOIDCONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES.5. INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE AT ALL POINTSWHERE IRRIGATION MAIN LINE AND LATERALS ARE LOCATED.6. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVESLOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM.7. THE CONTRACTOR SHALL PLACE A #12 SOLID COPPER TRACE WIRE WITH PURPLE PECOVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINECONNECTING QUICK COUPLER VALVES.8. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTORTO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS.9. INSTALL A BACKFLOW PREVENTER AND ENCLOSURE AT THE POINT OF CONNECTION.INSTALL PER MANUFACTURER SPECIFICATIONS. COORDINATE WITH LOCAL CITYORDINANCES TO ENSURE THE POINT OF CONNECTION MEETS ALL CODES.10. IRRIGATION CONTRACTOR SHALL INSTALL DRIP IRRIGATION SYSTEM FOR ALLPLANTING AREAS AND SPRAY HEADS FOR TURF LAWN AREAS.11. CONTRACTOR TO INSTALL NEW TORO CUSTOM COMMAND SERIES / HUNTER ACC-D /RAIN BIRD ESP-LXIVM (OR APPROVED EQUAL) CONTROLLER WITH STAINLESS STEELPEDESTAL MOUNT. SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR,QUICK COUPLERS, AND CONTROL VALVES FROM ONE MANUFACTURER.CONTRACTOR TO VERIFY 110V UNINTERRUPTED ELECTRICAL SERVICE FOR THECONTROLLER. CONTRACTOR TO INSTALL CONTROLLER PER MANUFACTURER'SSPECIFICATIONS.12. INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACKFROM PAVEMENT EDGES AS INDICATED ON THE PLANS.13. PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALLDAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK ISACCEPTED IN WRITING BY THE OWNER'S REPRESENTATIVE.IRRIGATION NOTES21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C5-LAND.DWGInc.PLANTING DETAILSAND NOTESC-530MJEMJERJAC-530 PLANTING DETAILS AND NOTES ---- ---- C-53087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE
EX SIGNALEMSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF30303010SW Sec. X X X X
>>>>ALDI, INC. FOOD STOREBUILDING SQ. FT. = 20,664FFE = 870.00'>>NW BASIN2 YR HWL = 864.1010 YR HWL = 864.75100 YR HWL = 865.53SW BASIN2 YR HWL = 863.2110 YR HWL = 863.99100 YR HWL = 865.38E BASIN2 YR HWL = 866.8410 YR HWL = 867.08100 YR HWL = 867.310.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.8 0.9 0.9 1.0 1.01.11.2 1.21.1 1.11.0 1.01.1 1.11.2 1.21.1 1.11.0 0.9 0.9 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.91.1 1.4 1.71.9 1.9 1.81.7 1.7 1.71.8 1.8 2.0 1.9 1.9 1.8 1.81.71.8 1.8 1.9 1.8 1.81.51.2 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.00.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.5 0.8 1.2 1.6 2.1 2.8 3.7 3.6 2.8 2.4 2.3 2.3 2.5 2.9 3.6 3.9 3.2 2.6 2.4 2.3 2.4 2.6 3.3 3.7 3.3 2.4 1.8 1.3 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.00.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.91.42.1 3.1 4.6 6.6 6.34.43.3 3.0 3.0 3.34.46.3 7.05.13.7 3.1 3.0 3.1 3.9 5.6 6.55.73.7 2.51.71.0 0.6 0.3 0.2 0.1 0.1 0.1 0.00.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.5 0.6 1.0 1.7 2.8 4.6 7.8 11.3 10.9 7.2 4.6 3.7 3.6 4.5 6.9 10.6 11.7 8.6 5.4 3.9 3.6 4.1 5.9 9.5 10.3 9.7 5.9 3.5 2.1 1.1 0.6 0.3 0.2 0.2 0.1 0.1 0.00.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.7 1.0 1.9 3.7 6.6 11.2 15.9 15.2 10.4 6.3 4.4 4.3 6.0 9.8 15.0 16.3 12.2 7.5 4.9 4.1 5.3 8.3 13.4 16.4 13.8 8.5 4.7 2.5 1.1 0.6 0.4 0.2 0.2 0.1 0.1 0.00.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.8 1.1 2.0 3.7 6.4 10.8 15.2 14.5 9.8 6.0 4.3 4.2 5.7 9.3 14.2 15.5 11.5 7.0 4.7 4.1 5.0 7.8 12.5 15.7 12.9 7.9 4.5 2.4 1.2 0.6 0.4 0.2 0.2 0.1 0.1 0.00.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.3 1.9 2.9 4.4 7.1 10.2 9.7 6.5 4.3 3.5 3.5 4.2 6.2 9.4 10.5 7.6 4.9 3.7 3.5 3.9 5.4 8.3 9.3 8.6 5.4 3.4 2.2 1.3 0.7 0.4 0.2 0.2 0.1 0.1 0.00.1 0.2 0.3 0.5 0.6 0.7 0.7 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.9 2.4 3.2 4.4 6.0 5.7 4.1 3.2 2.9 2.9 3.1 3.9 5.5 6.1 4.6 3.4 3.0 3.0 3.1 3.7 5.1 5.9 5.3 3.8 3.0 2.4 1.6 0.8 0.4 0.3 0.2 0.1 0.1 0.10.1 0.2 0.4 0.6 0.8 1.0 1.2 1.3 1.2 1.1 1.0 1.1 1.1 1.1 1.2 1.5 1.6 1.8 1.9 2.2 2.5 2.8 3.4 3.3 2.7 2.4 2.3 2.3 2.4 2.6 3.2 3.3 2.9 2.5 2.4 2.5 2.7 2.9 3.4 3.7 3.4 2.9 2.7 2.6 2.1 1.2 0.5 0.3 0.2 0.1 0.1 0.10.0 0.2 0.5 0.8 1.2 1.6 2.1 2.4 2.0 1.5 1.4 1.4 1.4 1.5 1.9 2.4 2.6 2.3 2.1 2.0 2.1 2.0 2.1 2.3 2.3 2.2 2.0 1.9 1.8 1.8 1.9 1.9 1.9 1.9 2.0 2.4 3.0 3.2 3.2 2.7 2.5 2.4 2.6 2.9 2.9 1.7 0.7 0.3 0.2 0.1 0.1 0.10.0 0.2 0.5 1.0 1.6 2.3 3.4 3.9 3.1 2.2 1.7 1.5 1.6 1.9 2.8 3.8 4.0 3.1 2.4 2.0 1.7 1.8 3.0 6.5 9.2 4.6 2.4 1.5 1.3 1.2 1.4 2.1 1.7 1.4 2.0 3.7 8.6 9.6 10.3 5.2 2.7 2.2 2.7 3.6 3.9 2.4 1.0 0.4 0.2 0.1 0.1 0.10.0 0.1 0.3 0.9 1.7 2.7 3.9 4.4 3.6 2.4 1.6 1.2 1.4 2.1 3.1 4.3 4.5 3.4 2.4 1.7 1.2 1.4 2.9 12.0 25.1 6.0 2.1 1.3 1.0 1.0 1.5 3.5 2.3 1.3 2.4 5.7 5.0 2.4 3.0 4.4 4.6 3.0 1.2 0.4 0.1 0.1 0.1 0.10.0 0.1 0.1 0.4 0.9 1.7 2.6 3.0 2.4 1.5 0.9 0.5 0.7 1.3 2.1 3.0 3.1 2.3 1.5 0.9 0.6 0.8 1.05.7 2.4 2.8 3.9 4.2 2.7 1.1 0.4 0.2 0.1 0.1 0.00.0 0.0 0.1 0.1 0.3 0.6 1.0 0.0 0.9 0.5 0.3 0.2 0.2 0.4 0.8 1.2 1.3 0.9 0.6 0.4 0.4 1.0 2.05.9 2.4 2.4 3.0 3.1 1.8 0.7 0.3 0.2 0.1 0.1 0.00.0 0.0 0.1 0.1 0.2 0.3 0.0 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.3 0.4 1.4 5.15.9 2.4 2.3 2.6 2.4 1.2 0.4 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 1.5 8.85.8 2.4 2.3 2.5 2.2 1.1 0.3 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 1.4 4.96.3 2.5 2.3 2.6 2.5 1.4 0.5 0.2 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.7 1.1 1.3 1.2 1.5 2.26.9 2.6 2.4 3.1 3.4 2.1 0.8 0.3 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.74.57.9 4.8 2.2 1.58.7 2.7 2.8 4.04.42.8 1.1 0.4 0.2 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.513.9 2.7 2.7 3.9 4.2 2.7 1.1 0.4 0.2 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.08.7 2.3 2.1 2.8 3.1 1.9 0.7 0.3 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.04.51.9 1.6 1.9 2.0 1.1 0.3 0.2 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.02.7 1.4 1.2 1.3 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 3.5 15.7 11.5 2.4 0.7 0.2 1.0 0.8 0.8 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 2.9 7.1 6.1 2.3 0.8 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.7 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.021-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C6-LIGHTING.DWGInc.SITE LIGHTING PLANC-610MJEMJERJAC-610 SITE LIGHTING PLAN---- ---- C-61087TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE0SCALE IN FEET30 60FOOTCANDLE LEGENDN.T.S.1"L31" and "L34" LIGHT STYLEMANUFACTURER/MODEL NUMBERLIGHT FIXTURE SCHEDULESTYLETYPELAMPS REMARKSProvide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as anacceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications."L22" LIGHT STYLE"L21" LIGHT STYLE"L24" LIGHT STYLEL21BL21AL21AL21CL21CL22L22L22L22L22L22L22L24L24L24L24L24L31L31L31L31L34L34L34
21-25841V7.0 EROTSEGO, MNALDI Inc. Store #: 141Drawing No.ISG Project No.Type:Drawn By:Project Name & Location:Drawing Name:Date:AIssued:1Date:Revisions:BCDE234567891Designed By:Reviewed By:MANAGING LOCATION:FILE LOCATION: S:\PROJECTS\25000 PROJ\25800-25899\25841 ALDI-OTSEGO MN\25841 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\25841 C6-LIGHTING.DWGInc.SITE LIGHTINGCATALOGUE PAGESC-620MJEMJERJAC-620 SITE LIGHTING CATALOGUE PAGES---- ---- C-620ADD THIS REFERENCE BLOCK TO SIGNATURE XREF AND DELETE THIS TEXT AND REFERENCE BLOCK87TH ST NE & PARRISH AVE NEOTSEGO, MN 55330WRIGHT COUNTY7900 INTERNATIONAL DRIVEINTERNATIONAL PLAZA, SUITE 550MINNEAPOLIS, MN 55425PHONE: 952.426.0699MINNEAPOLIS / ST. PAUL OFFICE
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
November 30, 2022
Ryan J. Anderson, P.E.
ISG, Inc
7900 International Drive
International Plaza, Suite 550
Minneapolis, MN 55425
Re: Aldi Otsego
Plan Acceptance
Dear Mr. Anderson,
We have reviewed the civil plan set dated 10/28/2022 for Aldi Otsego, and found them acceptable.
The cover sheet has been signed by Ronald Wagner, City Engineer for your use and an electronic
copy (.pdf) has been sent to you via email. If you would like an original hard copy, please let me
know and one will be mailed to you.
If you have any further questions, need additional information, or wish to discuss any of these items
in greater detail please contact myself, or Mr. Ronald Wagner, P.E., City Engineer, at 763-427-5860.
Sincerely,
HAKANSON ANDERSON ASSOCIATES, INC.
___________________________________
Abdullah Alqwaizani, E.I.T.
cc: Ronald J. Wagner, P.E., City Engineer
NOVEMBER 2 9 , 2022
D. Daniel Licht
Planning
City of Otsego
13400 90th St NE
Otsego, MN 55330
ddl@planningco.com
7900 International Drive + Suite 550 + Bloomington, MN 55425
952.426.0699 + ISGInc.com
Architecture + Engineering + Environmental + Planning
RE: SITE PLAN REVISIONS
ALDI DEVELOPMENT
Daniel,
We received the site plan review comments from Ronald Wagner, City Engineer with Hakanson Anderson dated November 10,
2022. We have prepared the following information to the comments that were part of the City Council staff report/conditions
for approval. Please note that for your convenience each review item is restated below along with our corresponding response.
CITY COUNCIL APPROVAL CONDITIONS COMMENTS
Site Data Sheet
1. The datum elevation shall be NGVD 1929 Adj. or provide equation converter from datu m 1988 (NGVD 88) to datum
1929 (NGVD 29).
ISG Response: This is present on the site data sheet.
2. Provide an approval signature line for Ronald J. Wagner, P.E., City Engineer
ISG Response: This has been added to the site data sheet.
Site Details
3. Standard Plate No. 505 is repeated twice.
ISG Response: One of the details has been deleted and is only in the plan set once.
4. Standard Plate No. 404 shall be provided.
ISG Response: This has been added.
5. Please use MnDOT Standard Plate for pedestrian curb ramp instead of Standard Plate No. 70.
ISG Response: This has been revised.
Site Pylon Sign Detail
6. No comments.
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952.426.0699 + ISGInc.com
SWPPP Notes
7. No comments.
Site Erosion Control Plan
8. The street on the east side of the site is misspelled. The street is Parrish Avenue NE.
ISG Response: This has been revised.
Existing Site and Removal Plan
9. No comments.
Site Plan
10. Verify the watermain pipes around northwest pond must have minimum 7.5’ coverage from all directions.
ISG Response: Watermain has been verified that it has 7.5’ of coverage.
Utility Plan
11. Add insulation to watermain and sanitary in the areas with less than 7.5’ or crossing within 2’ of storm sewer.
ISG Response: A note has been added to have watermain insulated 10’ from outer edge of storm and sanitary
crossings.
Existing Site and Removal Plan
12. No Comment.
Building Grading Plan
13. No Comment.
Site Restoration Plan
14. No comments
Site Planting Plan
15. No comments.
Planting Details and Notes
16. No comments.
Page 3 of 3
952.426.0699 + ISGInc.com
Site lighting Plan
17. No comments.
Summary and/or Recommendation
We recommend approval contingent on the above comments being addressed.
Please contact me at 952.426.0699 or via email at Andrea.Rand@ISGInc.com with any questions or if there is any additional
information we can provide in support of this project.
Sincerely,
Andrea Rand, AICP
Project Coordinator
V2-6Dec22 1
SITE AND BUILDING PLAN REVIEW
FINDINGS OF FACT & DECISION
APPLICANT: ALDI, Inc.
APPLICATION: Request for Site and Building Plan Review for a retail grocery store.
CITY COUNCIL MEETING: 12 December 2022
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes
the following findings of fact:
A. The legal description of the property is Lot 1, Block 28, Parrish Meadows.
B. The property lies within the East Sewer District and is guided for commercial land uses by the 2012
Otsego Comprehensive Plan, as amended.
C. The property is zoned B-3, General Business District.
D. The applicant is proposing development of a retail grocery store; retail grocery is a permitted use
within the B-3 District
E. Section 11-9-2 of the Zoning Ordinance requires Site and Building Plan for permitted uses within the
B-3 District to be subject to review by the Planning Commission and approval of the City Council.
F. The planning report dated 10 October 2022 prepared by the City Planner, The Planning Company LLC,
is incorporated herein.
G. The engineering review dated November 30, 2022 prepared by the City Engineer, Hakanson Anderson,
Inc. is incorporated herein.
H. The Otsego Planning Commission considered the application at their regular meeting on 17 October
2022; based upon review of the application and evidence received, the Planning Commission
recommended by a 4-0 vote that the City Council approve the request based on the aforementioned
findings.
DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED,
subject to the following conditions:
1. The property shall be developed in accordance with the plans as approved by the City of Otsego in
compliance with the requirements of the Zoning Ordinance and City Code and the conditions
outlined herein.
V2-6Dec22 2
2. The landscape plan shall be revised subject to review and approval of the Zoning Administrator to
provide for installation of in-ground irrigation for the yards and planting areas within the property.
3. Construction specifications for off-street parking areas shall be subject to review and approval of the
City Engineer.
4. All signs shall comply with Section 37 of the Zoning Ordinance and require approval of a sign permit
by the Zoning Administrator prior to placement upon the property.
5. All grading, drainage, and erosion control plans are subject to review and approval of the City
Engineer.
6. All utility plans are subject to review and approval of the City Engineer.
7. The developer shall pay Utility Connection Charges at the time a building permit is issued in
accordance with the provisions of the City Code.
8. The developer shall enter into a Site Improvement Performance Agreement (SIPA) as drafted by the
City Attorney and subject to approval of the City Council.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 12th day of December, 2022.
CITY OF OTSEGO
By:________________________________
Jessica L. Stockamp, Mayor
Attest:
By:____________________________
Audra Etzel, City Clerk
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2022-97
APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT
FOR ALDI, INC.
WHEREAS, ALDI, Inc. (the “developer”) is proposing development of Lot 1, Block 28, Parrish Meadows; and
WHEREAS, site and building plans for the development were approved on 12 December 2022 by the City
Council; and
WHEREAS, Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a Site
Improvement Performance Agreement to provide the City construction and warranty securities for the
public and private improvements and to provide the City various remedies in the event that the developer
breaches the terms and conditions of said agreement; and
WHEREAS, those obligations are outlined and memorialized in the attached Site Improvement Performance
Agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT:
1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and
ADLI, Inc. is hereby approved in form subject to modification of fees, charges, and securities as
approved by City staff.
2. The Mayor and City Clerk are hereby authorized to execute the Site Improvement Performance
Agreement on behalf of the City of Otsego.
2
ADOPTED by the City Council of the City of Otsego this 12th day of December, 2022.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
1
Aldi Site Improvement Performance Agreement
223951v5
(reserved for recording information)
SITE IMPROVEMENT PERFORMANCE
AGREEMENT
(ALDI)
THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”) dated
____________________, 2022, by and between the CITY OF OTSEGO, a Minnesota municipal corporation
(“City”) and ALDI INC. (MINNESOTA), a Minnesota corporation (“Developer”).
1. BACKGROUND.
A. The Developer has submitted to the City application for Site and Building Plan Review
in the City of Otsego, Minnesota, legally described as Lot 1, Block 28, Parrish Meadows, Wright County,
Minnesota, according to the recorded plat thereof, (hereinafter referred to as the “Subject Property”).
B. The development of the above described property includes the construction of a retail
grocery store having a total area of approximately 20,644 square feet (the “Improvements”).
2. CONDITIONS OF APPROVAL. This Agreement is a condition of City Site and Building Plan
approval and will be recorded against the Subject Property.
2
Aldi Site Improvement Performance Agreement
223951v5
3. PLANS. The Subject Property shall be developed in accordance with the following plans
which are on file with the City. The plans shall not be attached to this Agreement. If the plans vary from the
written terms of this Agreement, the written terms shall control. The plans are:
Plan A – Site Plan
Plan B – Grading and Drainage and Erosion Control Plan
Plan C – Utility Plan
Plan D – Landscape Plan
Plan E – New Building Floor Plan
Plan F – New Building Elevations Plan
Plan G – Lighting Photometric Plan
Plan H – Traffic Control Plan
No work can occur outside of the areas indicated on the plans without modifying this
Agreement or obtaining a separate grading permit. The plans referred to in this Section 3 are collectively
referred to as the “Development Plans”.
4. EROSION CONTROL. The Developer is responsible for obtaining an MPCA Construction
Permit for the Subject Property as well as developing a SWPPP for the Subject Property prior to issuance of
a building permit. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP.
Changes made throughout construction must be documented in the SWPPP. All basin slopes and slopes
adjacent to wetlands must have erosion control blanket installed.
Additional erosion control measures may be required during construction as deemed necessary by
City staff. Any additional measures required shall be installed and maintained by the Developer.
5. LICENSE. Subject to the terms and conditions of this Agreement, Developer hereby grants
the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform
all work and inspections deemed reasonably appropriate by the City in conjunction with the Improvements.
3
Aldi Site Improvement Performance Agreement
223951v5
6. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility
construction, and public street construction is restricted to access the Subject Property as approved by the
City Engineer.
7. LATERAL WATERMAIN. The Improvements shall include, and the Developer shall install,
a lateral watermain. The utility design of such watermain will be reviewed with the building permit
plans. The Developer shall post a $47,950.00 security for the utility service connection to the public
utilities with this Agreement.
8. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay for construction observation performed by the City's in-house engineering staff or
consulting engineer. Construction observation shall include part or full time inspection of proposed public
utilities and will be billed on hourly rates estimated to be eight percent (8%) of the estimated construction
cost contemplated by this Agreement.
9. DRAINAGE AND GRADING. All grading, drainage, erosion control, and wetland impacts
are subject to review and approval of the City Engineer, which shall not be unreasonably denied, withheld,
or delayed. The Subject Property shall be graded in accordance with the approved grading development
and erosion control plan, Plan “B”. The plan shall conform to City of Otsego specifications. Within thirty
(30) days after completion of the grading and final establishment of ground cover or temporary stabilization
reasonably approved by the City, which shall not be unreasonably denied, withheld, or delayed, the
Developer shall provide the City with an “as constructed” grading plan certified by a registered land
surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed
on public easements or land owned by the City. The “as constructed” plan shall include field verified
elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and
elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow
areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads.
The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is
on file with the City and all erosion control measures are in place per the Development Plans. The soils
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observation and testing report, including referenced development phases and lot descriptions, shall be
submitted to the Building Official for review prior to the issuance of the Certificate of Occupancy.
If and to the extent necessary in connection with the Improvements, retaining walls over four feet in
height shall be constructed in accordance with plans and specifications prepared by a structural or
geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed
by the design engineer shall be filed with the Building Official evidencing that the retaining wall was
constructed in accordance with the approved plans and specifications for same. All retaining walls
identified on the Development Plans and by special conditions referred to in this Agreement shall be
constructed before any other building permit is issued for a lot on which a retaining wall is required to be
built. All retaining walls must comply with the City’s engineering manual and the City’s zoning ordinance.
10. STREETS. Streets indicates any work within the public right of way that touches or impacts
City streets. Developer agrees to provide proper temporary traffic control signage and maintain traffic on 87th
St and Parkview Ave during construction of entrances and sidewalks associated with the Development.
Developer shall complete all necessary street patching and curbing replacement prior to Sept 1, 2023. If
Developer fails to complete all necessary street patching and curbing replacement prior to Sept 1, 2023, the
City shall have the ability to draw on the security provided by the Developer to complete this work.
11. TRAFFIC CONTROL SIGNS. The Developer shall pay a cash fee to the City $750.00 for
installation of traffic control signs. The fee is calculated as follows: three (3) traffic signs at $250.00 per traffic
sign.
12. DRIVEWAYS, SIDEWALKS, AND ADA PEDESTRIAN RAMPS. The Developer shall install
driveways, sidewalks and ADA compliant pedestrian curb ramps consistent with the Development Plans. The
Developer shall post a security in the amount of $92,640.00 to ensure that the driveways, sidewalks and ADA
compliant pedestrian ramps are installed in compliance with the approved site plan.
13. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the
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Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control,
street cleaning, and street sweeping.
14. LANDSCAPING. The Developer shall revise the landscaping plan subject to review and
approval of the Zoning Administrator to provide for the following:
A. The Developer shall install shade trees 50 feet on-center or a row of Karl Forester grass
clumps along the south property line abutting 87th Street from the access to Parrish
Avenue (CSAH No. 42).
B. The Developer shall install a row of Karl Forester grass clumps along the east property
line abutting Parrish Avenue (CSAH No. 42) between the off-street parking area and
stormwater basin.
C. The Developer shall install in-ground irrigation for the yards and planting areas within the
property.
The Developer shall post a $104,076.00 landscaping security upon issuance of a building permit to
ensure that the landscaping is installed in accordance with the approved landscape plan. All new plants shall
be guaranteed for one (1) year from the time planting has been completed. All plants shall be alive and in
satisfactory growth at the end of the guarantee period or be replaced by the property owner upon inspection
by the Zoning Administrator.
15. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it
will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform
dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable
county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also
be strictly followed.
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16. SPECIAL PROVISIONS. The following special provisions shall apply to this Agreement:
A. Implementation of the conditions listed in the Findings of Fact and Decision
approved by the City Council on December 12, 2022.
B. The property shall be developed in accordance with the plans as approved by the
City of Otsego in compliance with the requirements of the Zoning Ordinance and
City Code and the conditions outlined herein.
C. All grading, drainage, and erosion control plans are subject to review and approval
of the City Engineer, not to be unreasonably withheld, conditioned, delayed or
denied.
D. All utility plans are subject to review and approval of the City Engineer, not to be
unreasonably withheld, conditioned, delayed or denied.
E. The Developer shall pay Utility Connection Charges at the time a building permit is
issued in accordance with the provisions of the City Code.
F. The Developer shall submit a schedule to the City specifying the exterior materials
and the percentage area of the materials used on each elevation and the overall
building to verify compliance with the requirements of Section 11-17-4.D. 1 of the
Zoning Ordinance.
G. The Developer shall revise the site plan to provide for five-foot wide pedestrian
connections from the principal building to the trail on Parrish Avenue (CSAH No. 42)
and sidewalks on 87th Street and Parkview Avenue, subject to review and approval of
the Zoning Administrator, not to be unreasonably withheld, conditioned, delayed or
denied.
H. The Developer shall revise the site plan such that off-street parking stalls have a
minimum depth of 20 feet (including allowed two-foot overhang) as required by
Section 11-21-7.B of the Zoning Ordinance.
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I. Construction specifications for off-street parking areas shall be subject to review and
approval of the City Engineer, not to be unreasonably withheld, conditioned, delayed
or denied.
J. The Developer shall revise the site plan to provide a solid fence a minimum of six feet
in height to the west of the loading area, subject to review and approval of the Zoning
Administrator, not to be unreasonably withheld, conditioned, delayed or denied.
K. The Developer shall submit plans to the City for the construction of the waste storage
enclosure subject to review and approval of the Zoning Administrator, not to be
unreasonably withheld, conditioned, delayed or denied, for compliance with Section
11-18-4.C of the Zoning Ordinance.
17. SECURITY. To ensure compliance with the terms of this Agreement, and construction of all
public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash
escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required
under this Agreement. The issuer and form of the security (other than cash escrow) shall be subject to City
approval in its reasonable discretion. The security shall be issued by a banking institution in good standing
as determined by the City and approved by the City Administrator. The City shall have the ability to draw on
the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain
an automatic renewal provision and shall not expire until all the Development is complete and fully and finally
accepted by the City, and all terms of this Agreement are satisfied.
The City may draw down the security, on five (5) business days written notice to the Developer, for
any violation of the terms of this Agreement or without notice if the security is allowed to lapse prior to the
end of the required term. If the required public improvements are not completed at least thirty (30) days prior
to the expiration of the security, the City may also draw it down without notice. If the security is drawn down,
the proceeds shall be used to cure the default.
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Upon receipt of proof satisfactory to the City that work has been completed and financial obligations
to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security
shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which
is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve
(12) month period after the applicable work has been completed, except with respect to streets, for which the
warranty period shall be two years as addressed elsewhere in this Agreement.
This security amount shall be submitted to the City prior to execution of the Agreement. All
administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items
shall be paid to the City prior to execution of the Agreement, which are in the aggregate amount of $28,268.75.
Upon completion of the work contemplated hereunder and expiration of the warranty period, the remaining
security shall be promptly released to Developer.
18. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above
is calculated as follows:
CONSTRUCTION COSTS:
A. Watermain - Lateral $47,950.00
B. Driveways, Sidewalks, and ADA Pedestrian Ramps 92,640.00
TOTAL SUBTOTAL: $140,590.00
OTHER COSTS:
A. Site Grading, Erosion & Sediment Control $8,370.00
And Wetland Protection
B. Engineering & Surveying Construction Services (6.5%) 9,138.35
C. Landscaping 104,076.00
OTHER COSTS SUB-TOTAL $121,584.35
TOTAL – SUBTOTAL $262,174.35
TOTAL IRREVOCABLE LETTER OF CREDIT $327,717.94
FOR SECURITY (125% OF SUBTOTAL)
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ESCROW
A. City Legal Expenses (City Minimum) $1,500.00
B. City Construction Observation (Est. 8.0% of $140,590.00) 11,247.20
C. GIS Data Entry Fee 250.00
ESCROW TOTAL $12,997.20
DEVELOPMENT WARRANTY LETTER OF CREDIT
A. Watermain 7,192.50
B. Streets 4,000.00
C. Erosion & Sedimentation Control 418.50
TOTAL WARRANTY LETTER OF CREDIT $11,611.00
This breakdown is not a restriction on the use of the security.
19. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be furnished to the City prior to the City Council signing the
final plat:
A. City Administrative (City Minimum) $1,500.00
B. Traffic Control Signs 750.00
TOTAL CASH REQUIREMENTS $2,250.00
20. ACKNOWLEDGEMENT. The Developer acknowledges that approval of installation of the
Improvements does not constitute a guarantee by the City of any future subdivision approvals and that the
Developer performs the work on the Subject Property at its own risk.
21. RESPONSIBILITY FOR COSTS.
A. The Developer shall pay all costs incurred by the City in conjunction with the
development of the Subject Property, including but not limited to legal, planning, engineering and inspection
expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of
any other plans and documents.
B. The Developer shall hold the City and its officers, employees, and agents harmless
from claims made by itself and third parties for damages sustained or costs incurred resulting from site
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approval and development. The Developer shall indemnify the City and its officers, employees, and agents
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including
attorneys' fees. Notwithstanding anything contained within this Section 21(B), Developer shall not be
obligated to indemnify or defend the City from and against claims based on any negligence or willful
misconduct by the City, its employees, agents or contractors, or the failure of the City to act in accordance
with City ordinances and other applicable laws.
C. The Developer shall reimburse the City for costs incurred by the City in the
enforcement of this Agreement, including engineering and reasonable attorneys' fees.
D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt, which such bills shall include reasonable supporting
documentation of such costs covered by such bills. Bills not paid within thirty (30) days shall accrue interest
at the rate of eight percent (8%) per year. The City may also draw upon any security or escrow provided for
by this contract held by the City to satisfy any obligation of the Developer to the City for the processing of the
development application or administration of this Agreement, including administration, planning, engineering
or legal fees, after such bills have remained unpaid for more than sixty (60) days after being invoiced by the
City.
22. MISCELLANEOUS.
A. Third parties shall have no recourse against the City or Developer under this
Agreement.
B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion
of this Agreement.
C. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties
and approved by written resolution of the City Council. The City's failure to promptly take legal action to
enforce this Agreement shall not be a waiver or release.
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D. This Agreement shall run with the land and may be recorded against the title to the
Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer
has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached
hereto, from all parties who have an interest in the Subject Property; that there are, to the actual knowledge
of Developer, no unrecorded interests in the Subject Property; and that the Developer will indemnify and hold
the City harmless for any breach of the foregoing covenants.
E. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City,
at law or in equity, or under any other agreement, and each and every right, power and remedy herein set
forth or otherwise so existing may be exercised from time to time as often and in such order as may be
deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any
other right, power or remedy.
F. Breach of the terms of this Agreement by the Developer, including nonpayment of
billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the
halting of all work on the Subject Property.
G. If the City determines that the development does not comply with all City, county,
metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances,
zoning ordinances, and environmental regulations, the City may, at its option, refuse to allow construction or
development work at the Subject Property until the Developer does comply. Upon the City’s demand and
Developer’s receipt of written notice specifying in reasonable detail any alleged noncompliance, the
Developer shall cease work until there is compliance.
23. DEVELOPER’S DEFAULT. Developer shall be in default of this Agreement if Developer
shall fail to perform obligations pursuant to this Agreement within 15 days after Developer’s receipt of written
notice from the City specifying such failure (or such other greater period of time reasonably necessary to
cure such failure if such failure is not reasonably able to be cured within such 15-day period, provided
Developer has undertaken procedures to cure such default within such 15-day period and diligently pursues
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such cure to completion) (any such occurrence, an “Event of Default”). If an Event of Default by the
Developer occurs with respect to any of the Improvements to be performed by it hereunder, the City may, at
its option, perform the work and the Developer shall promptly reimburse the City for any actual, reasonable,
third-party out-of-pocket expense incurred by the City. Notwithstanding anything to the contrary contained
herein, if a breach of this Agreement has occurred that would constitute an Event of Default if not cured, and
such breach creates an emergency situation presenting an imminent threat of harm to persons or property,
then the City may, at its option, perform the work necessary to cure such breach and the City shall give the
Developer notice of the need for such repairs as is practicable under the circumstances. If no advance notice
is practicable under the circumstances, the City shall notify the Developer after such cure has been
undertaken. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek
a Court order for permission to enter the Subject Property. When the City does any such work, the City may,
in addition to its other remedies, assess the cost in whole or in part.
24. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail, or via
reputable overnight delivery service (e.g. UPS) at the following address: 4201 Bagley Ave. N., Faribault,
Minnesota 55021, Attn: Director of Real Estate, with a copy to Kayne Law Group, CO., P.A., 612 Park Street,
Suite 100, Columbus, Ohio 43215, Attn: Jacob Worrel, Esq. Notices to the City shall be in writing and shall
be either hand delivered to the City Administrator, or mailed to the City by certified mail, or via reputable
overnight delivery service (e.g. UPS), in care of the City Administrator at the following address: Otsego City
Hall, 13400 90th Street NE, Otsego, Minnesota 55330.
25. FORCE MAJEURE. If Developer is delayed or hindered in or prevented from the
performance of any obligation required hereunder by Force Majeure (regardless of whether or not
any such obligation in this Agreement includes a specific reference to Force Majeure), the time for
performance of such obligation shall be extended for the period of the delay. The term “Force
Majeure” means a delay beyond the reasonable control of the delayed party caused by labor strikes,
lock outs, industry-wide inability to procure materials, extraordinary restrictive governmental laws or
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regulations (such as gas rationing), delays caused by the other party or any governmental or quasi-
governmental entity (including, but not limited to, delays in approving plans, entitlements, and/or
permitting) mass riots, war, military power, sabotage, material fire or other material casualty, a
Pandemic Event (defined below), Severe Weather, or an extraordinary and material act of God (such
as a tornado or earthquake), or other circumstance beyond the reasonable control of the delayed
party. The term “Severe Weather” means weather that a reasonable person would find unusual and
unanticipated at the time of the scheduling of the activity based on recent weather patterns for the
period in question in the vicinity of the Property, provided that the delayed party delivers to the other
party, upon request, reasonable documentation from an unbiased weather authority substantiating
such claim. The term “Pandemic Event” means any of the following: state of emergency or public
health emergency or pandemic (including, without limitation, Covid-19) that results in government
mandated quarantine or travel bans, work stoppages, and/or government mandated closures.
26. CLEARING OF TITLE. Upon the City’s issuance to Developer of a Certificate of
Occupancy and Developer’s satisfaction of its obligations under this Agreement, the City shall,
promptly following Developer’s request, deliver to Developer a document, prepared by Developer,
terminating of record this Agreement.
{Remainder of page is intentionally left blank.
Signature pages to follow.}
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CITY OF OTSEGO
BY: ___________________________________________
Jessica L. Stockamp, Mayor
(SEAL)
AND __________________________________________
Audra Etzel, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF WRIGHT )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2022, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
223951v5
DEVELOPER:
ALDI INC. (MINNESOTA),
a Minnesota corporation
By: ______________________________
Matt Lilla, Divisional Vice President
STATE OF MINNESOTA )
)ss.
COUNTY OF RICE )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2022, by Matt Lilla, the Divisional Vice President of ALDI INC. (MINNESOTA), a Minnesota corporation, on
behalf of said corporation.
______________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: 651-452-5000
AMP/smt
223951v5
FEE OWNER CONSENT
TO
SITE IMPROVEMENT PERFORMANCE AGREEMENT
TAMARACK LAND - PARRISH MEADOWS, LLC, a Minnesota limited liability company, fee owner
of all or part of the subject property, the development of which is governed by the foregoing Site Improvement
Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the
provisions as the same may apply to that portion of the subject property owned by it.
Dated this _____ day of ____________, 2022.
TAMARACK LAND – PARRISH MEADOWS, LLC
By: ______________________________________
Its:
STATE OF MINNESOTA )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of _____________, 2022, by
______________________________________________ the ______________________________ of
Tamarack Land – Parrish Meadows, LLC, a Minnesota limited liability company, on behalf of said entity.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
DSK/smt
223951v5
[BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Otsego
City Hall
13400 90th Street NE
Otsego, Minnesota 55330
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned
bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____,
of (Name of Bank) ";
b) Be signed by the City Administrator or Finance Director of the City of Otsego.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2_____.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45)
days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written
notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written
notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45)
days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall,
13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days
prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be
made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice
for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored
upon presentation.
[NAME OF BANK]
BY: ____________________________________
Its ______________________________