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Item 3.1 Ortiz Properties LLC- Site and Building Plan Review 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht REPORT DATE: 4 September 2026 60-DAY DATE: 2 October 2026 RE: Otsego – Ortiz Properties LLC; Site and Building Plan Review TPC FILE: 101.02 BACKGROUND Ortiz Properties LLC has applied to develop a 13,760 square foot building upon Lot 3, Block 1, Otsego I- 94 West Industrial Park 4th Addition. The proposed use of the building is a commercial kitchen producing tortillas for distribution. The proposed development is subject to Site and Building Plan Review in accordance with Section 11-9-3 of the Zoning Ordinance. The Planning Commission will consider the proposed development at its meeting on Tuesday, 8 September 2026. Exhibits: § Property Location Map § Architectural plans dated 08/03/2026 (6 sheets) § Civil plans dated 08/03/2026 (10 sheets) § Photometric Lighting Plan dated 07/29/2026 ANALYSIS Comprehensive Plan. The subject property is guided for Industrial land uses by the Future Land Use Plan map of the 2023 Comprehensive Plan. The proposed building includes warehouse space, walk-in cooler, freezer, and dry storage areas, commercial kitchen/food production space, and employee areas. The proposed development adds both industrial space and employment within the City consistent with the goals and policies of the Comprehensive Plan. Zoning. The subject site is zoned I2, General Industrial District, which provides for business locations with office, storage, processing, assembly, compounding, warehousing and similar uses. The proposed use of the property is a permitted use in the I2 District. Surrounding Uses. The subject property is surrounded by the existing and planned land uses identified in the table below. The proposed use will be compatible within the area. 2 Direction Land Use Plan Zoning Map Existing Use North Industrial I2 District Bret Admixtures United Rentals East Industrial I2 District Multiple tenant industrial South -- -- Albertville West Industrial I2 District Knife River Building Materials. Sheet A580 of the architectural plans identifies that the exterior of the proposed building is to be finished with precast concrete panels and metal siding with varied textures and colors. Sheet A580 includes a schedule of the percentage of each material by elevation and the overall exterior finish of the building. The precast concrete panels exceed 78 percent of the overall building exterior and comply with Section 11-17-4.E.1 of the Zoning Ordinance. Building Height. Buildings within the I-2 District may be up to 48 feet in height as allowed by Section 11- 86-9 of the Zoning Ordinance. The proposed building height is 23 feet as shown on Sheet A580 of the architectural plans, which complies with the Zoning Ordinance. Lot Requirements. Lots within the I-2 District are required to be a minimum of 2.0 acres in area with a minimum width of 200 feet by Section 11-86-6 of the Zoning Ordinance. The subject property is a 2.8 acre lot and is 225 feet wide, measured at the front setback line. The subject property complies with the minimum lot requirements of the I-2 District. Setbacks. The table below states the required setbacks applicable to the lot as established by Section 11-86-7 of the Zoning Ordinance and the setbacks measured from lot lines to the proposed building. The proposed building location complies with applicable setback requirements. 71st Street 70th Street Side West East Required 30ft. 30ft. 20ft. Proposed 65ft. 290ft. 20ft. 120ft. Building Coverage. Section 11-86-8 of the Zoning Ordinance limits coverage of the lot by buildings to 50 percent of the lot area. The proposed 13,760 square foot building will cover 11.3 percent of the lot. The proposed development complies with the building coverage limits of the I-2 District. Off-Street Parking. The subject lot is to be accessed from 71st Street, which is a local industrial street. The site plan (civil plans Sheet C200) has two 32 foot wide accesses at the corners of the lot, the design and location of which conform with the requirements of Section 11-21-6 of the Zoning Ordinance. The off-street drive aisles and parking area are set back 15 feet from the right-of-way for 71st Street and 10 feet from side lot lines. The proposed off-street parking spaces are designed as nine feet wide by 20 feet deep accessed by drive aisles that are a minimum of 23 feet wide, which complies with Section 11-21-7.B of the Zoning Ordinance. The off-street parking area is shown to be paved with asphalt and surrounded by concrete 3 curb and gutter. The design and construction of the off-street parking area are required to comply with Section 11-21-7 of the Zoning Ordinance, subject to review and approval by the City Engineer. Section 11-21-8 of the Zoning Ordinance requires the proposed uses of the property to provide the number of off-street parking spaces calculated in the table below. The site plan illustrates 18 off-street parking spaces for passenger vehicles, including one accessible parking space. The proposed number of parking spaces complies with the requirements of the Zoning Ordinance. Use Requirement Area Required Spaces Gross Net Office 1/200sf. 925sf. 833sf. 5 Production 1/1,000sf. 12,835sf. 11,552sf. 12 TOTAL 17 Landscaping. A landscape plan has been prepared as Sheet L100 of the civil plans that includes a mix of deciduous and coniferous shrubs, grasses, and perennials. The landscape plan is to be revised to provide for installation of shade trees at 50 feet on center in the front yard along the front and side lot lines, subject to review and approval by the Zoning Administrator. Turf grass, and planting areas where necessary based on plant type, is required to be irrigated as provided for by Section 5-2-3.C.2 of the City Code. Exterior Lighting. The developer has submitted a photometric lighting plan for the proposed development. Section 11-16-6.C.1 of the Zoning Ordinance limits the intensity of light at the property lines to not more than 0.4 foot-candles. There are several locations along the side lot lines where the intensity limit is exceeded and adjustments are required. Light fixtures are required to have a 90 degree horizontal cut-off as required by Section 11-16-6.C.3 of the Zoning Ordinance and the type of fixtures shown on the photometric lighting plan to comply. The height of freestanding light fixtures is limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance, and the proposed installations comply with that requirement. Waste Storage. Sheet A051 of the architectural plans details a waste storage enclosure constructed to a height of eight feet with masonry block and two sets of gates for access to multiple containers. The waste storage enclosure is located at the northeast corner of the subject property in compliance with applicable front and side yard setback requirements as shown on Sheet C200 of the civil plans. The proposed enclosure complies with the requirements of Section 11-18-4.C of the Zoning Ordinance. Signs. The submitted plans do not identify any proposed signs. All signs are to comply with Chapter 37 of the Zoning Ordinance and require issuance of a sign permit by the Zoning Administrator prior to installation. Utilities. A utility plan has been submitted for connection to City sewer and water utilities. All utility plans are subject to review and approval by the City Engineer. The developer will be required to pay Utility Access Charges for the proposed building in accordance with the City Code at the time a building permit is issued. 4 Grading Plan. Plans for grading, erosion control, and stormwater management have been submitted for the proposed development. All wetland, grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. Easements. There are existing drainage and utility easements at the perimeter of the lot. Drainage and utility easements will be required by separate document to overlay stormwater management and public water utilities within the subject property. All drainage and utility easements are subject to review and approval by the City Engineer. Performance Agreement. Section 11-9-7 of the Zoning Ordinance further requires that the developer enter into a Site Improvement Performance Agreement with the City to provide for construction of the project improvements approved with the site and building plans. The City Attorney will draft a Site Improvement Performance Agreement for consideration by the City Council. RECOMMENDATION City staff recommends approval of the site and building plans for Lot 3, Block 1, Otsego I-94 West Industrial Park 4th Addition, subject to the conditions outlined below. POSSIBLE ACTION Motion to recommend approval of site and building plans for Lot 3, Block 1, Otsego I-94 West Industrial Park 4th Addition, subject to the following conditions: 1. Uses occupying the principal building shall include those permitted uses allowed within the I-2 District or those conditional or interim uses subject to approval of the applicable zoning application; residential occupancy of the principal building is prohibited. 2. The subject property shall be developed in accordance with the site and building plans submitted to the City subject to the stipulations, limitations, and conditions as approved by the City Council in accordance with Section 11-9-4 of the Zoning Ordinance. 3. The conditions of the Engineering Review dated September 1, 2026 prepared by the City Engineer, Hakanson Anderson, Inc., are incorporated herein. 4. The design and construction of off-street drive aisles and parking areas shall comply with Section 11-21-7 of the Zoning Ordinance, subject to review and approval of the City Engineer. 5. The landscape plan shall be revised to provide for installation of shade trees at 50 feet on center in the front yard along the front and side lot lines, subject to review and approval by the Zoning Administrator. 6. A revised exterior lighting plan shall be submitted that complies with the intensity limits at property lines required by Section 11-16-10 of the Zoning Ordinance, subject to review and approval by the Zoning Administrator. 7. Irrigation shall be provided for all turf grass and planting areas as required by Section 5-2-3.C.2 of the City Code, subject to review and approval by the Zoning Adminstrator. 5 8. All signs shall comply with Chapter 37 of the Zoning Ordinance, subject to issuance of a sign permit by the Zoning Administrator. 9. All utility plans shall be subject to review and approval by the City Engineer. 10. Utility Access Charges for the proposed building shall be paid in accordance with the City Code at the time a building permit is issued. 11. All wetland, grading, drainage, erosion control, and stormwater management plans shall be subject to review and approval by the City Engineer. 12. All drainage and utility easements shall be subject to review and approval by the City Engineer. 13. The developer shall execute a Site Improvement Performance Agreement as drafted by the City Attorney and approved by the City Council. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Jason Coombe, Building Official Subject Property 1,234 ft Overview Legend Highways Interstate State Highway US Highway Roads City/Township Limits c t Parcels Torrens SYMBOLS101DOOR TAGBUILDING SECTIONENLARGED PLANNEW DOOREXISTING DOOR1REVISIONREVISION DELTA0GRID LINEEXTERIOR ELEVATIONINTERIOR ELEVATION1A101NameElevationLEVEL1tWINDOW / STOREFRONT / CURTAINWALL TYPEWALL TYPE1i11i#KEY NOTERoom Name101ROOM#1A101SIM01A101SIMWALL SECTIONDETAIL SECTION1A101SIM1A101SIM1A101SIM1A101PROJECT NAME:PROJECT DESCRIPTIONORTIZ WAREHOUSE & COMMERCIAL KITCHEN PROJECT DESCRIPTION:NEW SINGLE STORY 14,000 SF WAREHOUSE FACILITY WITH LOADING DOCKS, WALK-IN COOLER & FREEZER, DRY STORAGE, BREAKROOM, RESTROOM AND COMMERCIAL KITCHEN AND MANUFACTURING AREA TO MAKE TORTILLAS.THIS PROJECT IS BEING DELIVERED AS DESIGN-BUILD WITH DEFERRED SUBMITTALS BY THE GENERAL CONTRACTOR. ADDRESS:NE 71ST STREETOTSEGO, MN 55301PID:WRIGHT COUNTY, PID 118238001030PROPOSED USE:"F-1" (CLASSIFICATION)BUILDING HEIGHT:1 STORIESBUILDING AREA:13,760 GFAFIRE PROTECTION:FULL BUILDING SPRINKLED*REFER TO SHEET A001 FOR MORE EXTENSIVE CODE REVIEWPROJECT AREA:13,760 USFCLIENTPROJECT TEAMORTIZ RESTAURANTS 5929 KYLER AVE. NEALBERTVILLE, MN 55301CONTACT: HEIDI & LUIS ORTIZEMAIL: ORTIZRESTAURANTS@HOTMAIL.COMPHONE: 218-204-0528GENERAL CONTRACTORROCHON28 2ND STREET NW, SUITE 200OSSEO, MN 55369CONTACT: PAUL BRATONEMAIL: PAULBRATON@ROCHONCORP.COMPHONE: 763-235-3816ARCHITECTCIVIL ENGINEERSTRUCTURAL ENGINEERMECHANICAL/ELECTRICAL/PLUMBINGTHIS PROJECT IS BEING DELIVERED AS DESIGN BUILD MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SUPRESSION BY THE GENERAL CONTRACTOR UNDER A SEPARATE SUBMTITTAL(S)KITCHEN EQUIPMENT CONSULTANTZEPOLE725 CRESCENT ST. NEST. CLOUD, MN 56304CONTACT: BRETT GUTHMILLEREMAIL: BRETT@ZEPOLE.COMPHONE: 630-783-1239INNOVATIVE STRUCTURAL SOLUTIONS5279 KYLER AVE NEALBERTVILLE, MN 55301CONTACT: MICHALE VAN DE RIET, P.E.EMAIL: MVANDERIET@ISSENG.COMPHONE: 763-587-3214THIELEN & GREEN7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MINNESOTA 55038CONTACT: KRIS THIELEN - ARCHITECT (MN #59237)EMAIL: KMT@TANDGARCH.COMPHONE: 763-553-7927CONTACT: AMANDA PREISLER - PROJECT MANAGEREMAIL: AMANDA@TANDGARCH.COMPHONE: 763-285-4194WESTWOOD12701 WHITEWATER DR., SUITE 300MINNETONKA, MN 55343CONTACT: JOE SCHRAMMEMAIL: JOE.SCHRAMM@WESTWOODPS.COMPHONE: 952-906-7444GENERAL FIRE DEPT NOTES1. ALL LIFE SAFETY SYSTEMS SHALL BE DESIGNED PER APPLICABLE FIRE PREVENTION CODE -SEE LIFE SAFETY PLAN2. FIE EXTINGUISHER REQUIREMENTS SHELL BE AS DETERMINED BY FIELD INSPECTION AND NFPA 10. THE CONTRACTOR SHALL SUPPLY ALL FIRE EXTINGUISHERS AND CABINETS AS REQUIRED - SEE LIFE SAFETY PLAN FOR SUGGESTED LOCATION(S)3. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON THE FRONT OF THE BUILDING AND SHALL BE VISIBLE / LEGIBLE FROM THE PUBLIC RIGHT-OF-WAY, SAID NUMBERS SHALL CONTRAST VISUALLY WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR4. COMMERCIAL DUMPSTERS OR CONTAINERS WITH A CAPACITY OF ONE-AND-ONE-HALF CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN FIVE FEET OF COMBUSTIBLE WALLS, OPENINGS, OR ROOF EAVE LINES UNLESS THESE AREAS ARE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM5. POST "NO PARKING - FIRE LANE" SIGNS ALONG VEHICULAR ACCESS ROADSDEFERRED SUBMITTALSTHE FOLLOWING ITEMS WILL BE SUBMITTED AS DEFERRED SUBMITTALS BY THE APPROPRIATE INSTALLING SUBCONTRACTOR OR VENDOR. FOR EACH DEFERRED SUBMITTAL ITEM, THE SUBCONTRACTOR OR VENDOR SHALL FIRST SUBMIT SIGNED AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL OR FIRE MARSHAL. ARCHITECT’S REVIEW WILL BE FOR GENERAL CONFORMANCE WITH THE BUILDING DESIGN ONLY. SUBCONTRACTOR OR VENDOR SHALL BE RESPONSIBLE FOR DETERMINING SUBMITTAL REQUIREMENTS AND PAYMENT OF ALL FEES FOR SUBMITTALS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE TIMING OF SUBMITTALS SO AS TO NOT INTERFERE WITH OVERALL CONSTRUCTION SCHEDULE, ALLOWING TIME FOR APPROPRIATE REVIEWS FOR ARCHITECT AND BUILDING OFFICIAL OR FIRE MARSHAL. NO DELAYS OR TIME EXTENSIONS WILL BE ALLOWED FOR FAILURE TO ALLOW APPROPRIATE TIME FOR REVIEW.1. FIRE SPRINKLER SYSTEMS2. FIRE ALARM SYSTEMS (IF REQUIRED)3. MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERING4. IT, LOW-VOLTAGE, AV, DATA, SECURITY5. SIGNAGE (INTERIOR AND/OR EXTERIOR)GENERAL NOTES1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS, MATERIAL SUPPLIERS, AND/OR THEIR CONSULTANTS TO REVIEW THE CONTRACT DOCUMENTS IN ITS ENTIRETY. 2. ITEMS SHOWN IN ONE LOCATION IN THE DRAWINGS AND/OR INCLUDED IN THE SPECIFICATIONS SHALL BE CONSIDERED PART OF THE WORK AND SHALL APPLY AT SIMILAR LOCATIONS THROUGHOUT THE PROJECT. IN THE EVENT OF INCONSISTENCIES BETWEEN THE DRAWINGS PROVIDED THE GENERAL CONTRACTOR SHALL SEEK CLARIFICATION FROM THE ARCHITECT OF RECORD.3. NO DEVIATIONS FROM THE CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE OWNER AND/OR ARCHITECT.4. DO NOT SCALE DRAWINGS.5. GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS ARE REQUIRED TO VERIFY ALL CONDITIONS PRIOR TO COMMENCING WORK.6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFIRM WITH THE OWNER ANY PROJECT REQUIREMENTS PRIOR TO BIDDING WORK INCLUDING: PRE-APPROVED SUBCONTRACTORS, MATERIALS, CONSTRUCTION REQUIREMENTS, ETC.7. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS PRIOR TO STARTING THAT PORTION OF WORK IN A TIMELY MATTER TO ALLOW REVIEW BY AOR AND OWNER FOR RESPONSE. NO WORK IS TO OCCUR IN AREA OF CONFLICT UNTIL WRITTEN RESPONSE AND APPROVAL IS ACHIEVED BY ALL PARTIES (OWNER, ARCHITECT, GENERAL CONTRACTOR).8. THE GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT AND OWNER IMMEDIATELY ANY HAZARDOUS SUBSTANCES ENCOUNTERED IN THE FIELD.9. ALL WORK SHALL BE PERFORMED BY APPROPRIATE SKILLED PERSONALE AND MATERIALS USED SHALL BE OF FIRST QUALITY.10. WATER RESISTANT GYP. BD. SHALL BE USED AT ALL WET LOCATIONS11. IF REQUIRED, THE GENERAL CONTRACTOR SHALL PREPARE FIRE SPRINKLER DESIGN DRAWINGS, SUBMIT AND RECEIVE APPROVAL PRIOR TO INSTALLATION AS REQUIRED WITH THE LOCAL AGENCIES HAVING JURISDICTION ON THIS PROJECT. THE AUTOMATIC SPRINKLER SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE CODES LISTED BELOW AND LOCAL AMENDMENTS. A SEPARATE PERMIT BY DESIGN BUILD ENGINEERING COORDINATED BY THE GENERAL CONTRACTOR IS REQUIRED TO BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL.12. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING AS DIRECTED BY THE MANUFACTURER FOR ALL WALL MOUNTED EQUIPMENT OR DEVICES, AND SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR ALL ITEMS NOTED AS "BY OWNER" OR "BY OTHERS".13. DRAWINGS WERE PREPARED USING PRODUCT SPECIFIC CONFIGURATION INFORMATION, ACTUAL DIMENSIONS AND DETAILS OF SELECTED MATERIALS MAY CHANGE BEFORE INCORPORATION INTO THE WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ACCOMMODATING ANY CHANGES TO OTHER MATERIALS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.14. TYPICAL AND PROJECT SPECIFIC DETAILS ARE INCLUDED IN THE DRAWINGS, WHERE DETAILS OR DESIGN INTENT CANNOT BE DETERMINED SEEK CLARIFICATION PRIOR TO COMMENCING WORK15. ALL WORK SHALL CONFORM TO LAWS, REGULATIONS, CODES AND ORDINANCES OF FEDERAL, STATE, COUNTY, CITY OR ANY OTHER JURISDICTION AS EACH MAY APPLY. IN THE EVENT OF ANY CONFLICT BETWEEN ANY OF THE PROJECT REQUIREMENTS, THE MOST STRINGENT REQUIREMENT SHALL GOVERN16. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERS LOCATIONS AND STANDPIPE CONNECTIONS, AS APPLICABLE, SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL17. ALL EXIT DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT18. REFER TO INDIVIDUAL SHEETS FOR OTHER GENERAL NOTES SPECIFIC TO THAT SECTIONTRUE NORTHPLAN NORTHPROJECT LOCATIONLOCATION MAPTRUE NORTHPLAN NORTHPROJECT LOCATIONKEY PLANACT ACOUSTIC CEILING TILEADJ ADJACENTBD BOARDBO BOTTOM OFBM BEAMCL CENTER LENECLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETEDIM DIMENSIONEQ EQEXIST EXISTINGFLR FLOORFO FACE OFFP FILLER PANELGYP BD GYPSUM BOARDHT HEIGHTINSUL INSULATIONMAX MAXIMUMMIN MINIMUMNIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTERPLY WD PLYWOODPT PRESSURE TREATEDPTD PAINTEDRO ROUGH OPENINGTBD TO BE DETERMINEDTYP TYPICALUNO UNLESS NOTED OTHERWISEVIF VERIFY IN FIELDW/ WITHWD WOODABBREVIATIONSOWNER ACKNOWLEDGEMENTTHIELEN & GREEN REQUIRES APPROVAL OF THE FOLLOWING PERMIT DOCUMENTS PRIOR TO SUBMITTING FOR CITY PLAN REVIEW. PLEASE REVIEW THE PERMIT DOCUMENTS IN FULL AND MAKE NOTE OF ANY ADDITIONAL CHANGES THAT SHOULD BE ADDRESSED. AN AUTHORIZED SIGNATURE BELOW INDICATES THE APPROVAL OF THIS DESIGN AND AUTHORIZES THIELEN & GREEN TO PROCEED WITH THE PERMITTING PROCESS AS OUTLINE IN THE CONTRACT AGREEMENT. XCLIENT NAME DATEScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:28 PMAs indicatedA000COVER SHEETAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHEN SHEET INDEXNUMBER SHEET NAME REVISIONARCHITECTURALA050 ARCHITECTURAL SITE PLANA051 ARCHITECTURAL SITE DETAILSA100 ARCHITECTURAL FLOOR PLANA150 ENLARGED RESTROOM PLAN & ELEVSA580 EXTERIOR ELEVATIONSA900 RENDERINGSCIVILC001 COVERC100 EXISITNG CONDITIONSC200 SITE PLANC300 GRADING PLANC400 INITIAL EROSION CONTROL PLANC401 FINAL EROSION CONTROL PLANC500 UTILITY PLANC900 DETAILSC901 DETAILSL100 LANDSCAPE PLANORTIZ WAREHOUSE + COMMERCIAL KITCHENNE 7ST STREET REVISION SCHEDULENO. DESCRIPTION DATE GENERAL SITE PLAN NOTES1. ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY - CIVIL ENGINEERING IS A DEFERRED SUBMITTAL PROVIDED BY THE OWNER AS NEEDED; NOT IN CONTRACT2. ALL GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW - TYPICAL3. ALL SIGNAGE SHOWN FOR REFERENCE ONLY - PROVIDED BY OTHERS UNDER A DEFERRED SUBMITTAL4. ALL EXTERIOR LIGHTING SHOWN FOR REFERENCE ONLY -REFER TO DESIGN-BUILD ELECTRICAL DRAWINGS FOR ADD. INFO. - REFER TO EXTERIOR ELEVATIONS FOR BUILDING MOUNTED FIXTURES - COORDINATE FINAL LOCATIONS WITH OWNER IN FIELD PRIOR TO INSTALLATION5. GC TO VERIFY THAT ALL ENTRANCE LANDINGS ARE FLUSH WITH FINISHED FLOOR AND PATCH/ REPAIR AS REQUIRED6. GC TO VERIFY THAT ALL PAVED SURFACES ADJACENT TO THE BUILDING SLOPE AWAY TO PROVIDE POSITIVE DRAINAGE7. ZONING: • I-2 GENERAL INDUSTRIAL• LANDSCAPING1. BOUNDARY NOT LESS THAN 10' WIDE FROM SIDE OR REAR LOT LINES2. NOT LESS THAN 15' SIDE FROM PUBLIC RIGHT OF WAYS• ARCHITECTURAL STANDARDS1. MINIMUM 75% GRADE A AND B MATERIALS TOGETHER WITH MAXIMUM 25% GRADE C AND DA. GRADE Aa. BRICK, BRICK FACE, CUSTOM CMU BRICK LIKE APPEARANCEb. GLASSc. MASONRY VENEERd. NATURAL OR ARTIFICIAL STONEB. GRADE Ba. ARCHITECTURAL PANELS WITH SIMULATED FINISHb. FIBER CEMENTc. PRECAST CONCRETE PANELS WITH EXPOSED AGGREGATE, SAND BLAST, FORM LINER, BRICK FACE STONE CAST WITH INTEGRAL COLOR STAIN EXCEEDING ASTM G154d. SPECIALTY CONCRETE BLOCKC. GRADE Ca. EIFSb. GLASS BLOCKc. OPAQUE PANELSd. ORNAMENTAL METALe. WOODD. GRADE Da. SMOOTH CAST CONCRETE PANELS WITH INTEGRAL COLORb. ARCHITECTURALLY PRECAT CONCRETE PANELS WITH SMOOTH FINISHA0502172' - 0"13,760 GSFSTORMWATERFILTRATIONSTORMWATERFILTRATIONA0511BUILDING FOOTPRINT 80' - 0"BUILDING FOOTPRINT172' - 0"A5801A5802A5803A5804A0511Sim11112223334567777789A0503SimFASTEN SIGN TO 2" O.D. GALV. MTL. POLE W/ CAP (IMBED POLE IN CONC. SIDEWALK)PROVIDE STRIPING PER JURISDICTIONAL STANDARDS AS SHOWNPROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY IN ALL ACCESSIBLE STALLSPAVED PARKING SURFACE & UNL9OADING ZONE SHALL BE SMOOTH & LEVEL W/ NO SLOPES GREATER THAN 2%CENTER SIGNON PARKINGSTALLPARKINGBYPERMITONLY8'-0".8'-0".19'-0".GALV. MTL. 12" x 18" SIGN W/ WHITE REFLECTIVE GRAPHICS ON A BLUE BACKGROUND (1" LTR. COPY) INSTALL BETWEEN 60" TO 66" FROM BOTTOM OF SIGN TO PARKING SURFACE1" = 30'-0"1ARCH SITE PLAN1" = 20'-0"2ENLARGED SITE PLANScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:34 PMAs indicatedA050ARCHITECTURAL SITEPLANAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHEN SITE PLAN KEYNOTES1BUILDING ENTRY/ EXIT STOOP LOCATION - REFER TO STRUCT FOR TYPICALSTOOP DETAIL FOR ADD INFO - SLOPE AWAY FROM BUILDING AT MAX 2% -MAINTAIN ADA REQUIREMENTS2BOLLARD LOCATION - SEE CIVIL FOR ADD INFO3REFER TO CIVIL DWGS FOR EXTENTS OF LANDSCAPING - SHOWN FORREFERENCE ONLY4GUTTER AND DOWNSPOUT LOCATION - REFER TO SECTIONS FOR ADD INFO5NEW EXTERIOR ALUM BUILDING AWNING - SEE SECTIONS FOR ADD INFO6ACCESSIBLE STALL - SEE CIVIL FOR ADD INFO7LIGHT POLE LOCATIONS - REFER TO CIVIL DWGS FOR ADD INFO8ACCESSIBLE CURB - SEE CIVIL FOR ADD INFO9TRASH ENCLOSURE - SEE A051 FOR ADD INFO12" = 1'-0"3ACCESSIBLE STALLREVISION SCHEDULENO. DESCRIPTION DATE A0512A0513A05148" INSIDE DIM 17' - 4"8" 8" GATE 8' - 0" GATE 8' - 0"8"1' - 0"2' - 8"4' - 0"4' - 0"4' - 0"2' - 8"DUMPSTERS BY TENANTSLOPE INTERIOR SLAB 1/4" PER 12"8A05120'-0"6' - 0"6' - 0"6' - 0" 1' - 0"1' - 7" 6"2"6"3"1" 5"1-1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING -PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICALCONCRETE PAVING3/4" DIAMETER STEEL CANE BOLTBOTTOM OF GATEPIPE SLEEVE -WELD TO FRAME, GALVANIZED FINISH1/8" BAR IN "ZEE" PROFILE, 1" WIDE -PROFILE TO ACCEPT CANE BOLT -WELD TO FRAMETRASH ENCLOSURE DOOR:2" X 2" X 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" x 3/16" STEEL ANGLE BRACE 5"9" DIA. SCHEDULE 80 STEEL PIPE PIVOT -PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD -PAINT W/ EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHINGGREASE FITTING AT EACH HINGE POINT2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) -WELD TO DOOR PIVOT -SHOP PRIME & PAINT8" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP -PAINT W/ EXTERIOR GRADE EPOXY PAINT, COLOR TO MATCH FLASHINGTRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" X 3/16" STEEL ANGLE BRACE -SHOP PRIME ANGLES & PAINT1' - 0"2"EXTERIOR FINISH AS SCHED9" DIA SCHEDULE 80 STEEL PIPE PIVOT -PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD8" DIA SCHEDULE 40 BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEPGREASE FITTING AT EACH HINGE POINT2" X 2" X 1/4" STL ANGLE DOOR FRAME (STILES & RAILS) -WELD TO DOOR PIVOT -SHOP PRIME & PAINT1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS (LEAVE RAW) -WELD TO DOOR FRAME AS SHOWNREINF CONC OR 8" CMU8"8" CMU -SMOOTH FACE,FINISH TO MATCH BROWN PRECAST @ BLDGSEE CIVIL FOR ADDITIONALSITE INFO2X TOP PLATE WITH PREFINISHED 20 GA COPING, SEE SCHED FOR ADD INFOUNDISTURBED SOILScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:35 PMAs indicatedA051ARCHITECTURAL SITEDETAILSAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHEN1/4" = 1'-0"1ENLARGED TRASH ENCLOSURE1/4" = 1'-0"2TRASH NORTH/ SOUTH1/4" = 1'-0"3TRASH EAST1/4" = 1'-0"4TRASH WEST1" = 1'-0"5CANE BOLT DETAIL1 1/2" = 1'-0"6DUMPSER PIVOT DETAIL1 1/2" = 1'-0"7DUMPSTER GATE DETAIL1/2" = 1'-0"8WALL @ TRASH ENCLOSUREREVISION SCHEDULENO. DESCRIPTION DATE 27 3 / 4 61 3/4CF40-75 CORN FEEDER BOX MASA CART CM 50HP CORN MILL3' 8"2' 3"4' 0"27 3/4 61 3 /4GENERAL FLOOR PLAN NOTES1. DIMENSIONS ARE TO THE FACE OF SHEATHING OR MASONRY UNLESS NOTED OTHERWISE2. WALL TYPES WITH FIRE RATINGS SHALL CONTINUE FROM FLOOR TO FLOOR OR ROOF ABOVE, UNLESS NOTED OTHERWISE3. THE HINGE SIDE OF ALL INTERIOR DOOR FRAMES SHALL BE PLACED 4" FROM THE ADJACENT INTERIOR WALL AS MEASURED TO THE JAMB, UNLESS NOTED OTHERWISE, INTERIOR DOORS PLACED IN MASONRY WALLS SHALL BE PLACED A MINIMUM OF 4" AND MAXIMUM OF 8" AWAY FROM WALLS TO COORDINATE WITH MASONRY COURSING, UNLESS NOTED OTHERWISE4. FIRE DAMPERS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE-RATED WALLS, FLOORS, OR CEILING ASSEMBLIES5. ALL INTERIOR PARTITIONS IN EXCESS OF 30'-0" OF LENGTH SHALL HAVE FULL HEIGHT CONTROL JOINTS INSTALLED WITH 30'-0" MAXIMUM SPACING, UNLESS NOTED OTHERWISE, WHERE POSSIBLE, ALIGN CONTROL JOINTS TO DOORS AND WINDOWS6. FIXTURES, FURNITURE, VENDING, AND EQUIPMENT SUPPLIED BY OWNER, SHOWN FOR REFERENCE ONLY, REFER TO EQUIPMENT PLANS7. FLOOR FINISH TRANSITIONS OCCUR AT CENTERLINE OF DOOR FRAME UNLESS NOTED OTHERWISE8. USE VINYL REDUCER STRIPS IN THICKNESS TO MATCH ADJACENT FLOOR MATERIALS -PROVIDE AT EDGES OF RESILIENT FLOOR WHEREVER EDGE IS EXPOSED - SUBMIT SAMPLES FOR PROFILE AND COLOR SELECTION9. ALL MISC PANELS, FIRE EXTINGUISHER CABINETS, EXPOSED DUCTING PARTS, LOUVERS, VENTILATION COVERS AND ANY EQUIPMENT NOT FACTORY FINISHED SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE ON WHICH IT OCCURS10. REFER TO FINISH SCHEDULES, CEILING PLANS, AND ELEVATIONS FOR FURTHER FINISH INFORMATION11. ANY EXPOSED SINK PIPES TO BE WRAPPED TO MEET ADA REQUIREMENTS1A5801A5802A5803A5804123456ABC5A5805A5808' - 0"939 SFOFFICE /EMBROIDERY /ENGRAVING1166' - 0"12' - 0"170' - 0"80' - 0"41' - 11 3/4"9' - 5 5/8"7' - 11"45' - 4 3/8"65' - 3 3/8"17' - 3 5/8"29' - 6"8' - 4 7/8"7' - 7 1/4"15' - 2 3/8"4530 SFRECEIVING /STORAGE1001550 SFWALK IN102909 SFWALK IN101205 SFBREAK10456 SFVESTIBULE112990 SFKITCHEN10349 SFRESTROOM1208' - 4 1/8"6' - 9 7/8"7' - 5 1/4"4 1/2"22' - 11 7/8"29' - 2"32' - 5"20' - 9"26' - 0"4' - 0"13' - 0"11' - 6 3/4" 7' - 1" 8' - 0 "150.00°120.00° 30' - 4"15' - 0"40' - 0"40' - 0"34' - 4 3/4"33' - 9 3/4"34' - 11 3/4"34' - 4 3/4"34' - 4 3/4"100A118A100B103B118B103A116A117121104100C122123B123A112A116B112B12060 SFRESTROOM121399 SFLOADING DOCKPLATFORM118136 SFLOADING DOCK1221598 SFMANUFACTURING B123440 SFCORRIDOR1241229 SFMANUFACTURING A125AAABCDAAAAAAAAAA14' - 9"8' - 0"9' - 4 1/8"7' - 9 1/2"4' - 10"7' - 9 1/2"5 5/8" 3' - 11"8' - 0"4' - 3"A4DA4DA6DA6DB4DC8C8C8B4DA6CA6CC8C8A4DA6A6A6B4DA4DAAA5' - 4"1112333344445A150255555555559' - 7 3/4" 6' - 8 1/2"6' - 7 7/8"88A150782A7503A7504A750ScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:38 PMAs indicatedA100ARCHITECTURALFLOOR PLANAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHEN1/8" = 1'-0"1ARCHITECTURAL FLOOR PLANFLOOR PLAN KEYNOTES1BUILDING ENTRY/ EXIT STOOP LOCATION - REFER TO STRUCT FOR TYPICALSTOOP DETAIL FOR ADD INFO - SLOPE AWAY FROM BUILDING AT MAX 2% -MAINTAIN ADA REQUIREMENTS2GC TO PROVIDE NEW ELECTRICAL METER WITH SERVICE/ FEEDER - VERIFY WITHELEC. DWGS ON AMP SERVICE REQ.3GC TO PROVIDE EXIT SIGNAGE WITH EM LIGHTING AT DOOR PER CODE - SEEELEC DWGS FOR ADD INFO4COLUMN - SEE STRUCT5GC TO INSTALL BOLLARDS AS SHOWN8EQUIPMENT SHOWN FOR REFERENCE ONLY - GC TO COORDINATE W/ OWNERFOR POWER/ DATA REQUIREMENTSREVISION SCHEDULENO. DESCRIPTION DATE FINISH FLOOR100' -0"T.O. PARAPET123' -0"ABC4' - 0"8' - 0"5' - 7"12' - 0"5' - 5"4' - 0"6' - 0"4' - 0"6' - 0"3' - 4 7/8"2' - 11"13' - 0 3/4"1' - 7 3/8"8' - 0"8' - 0"80' - 0"6' - 0"6' - 0"AAA118A100C118BLIGHTER CONCRETE SAND BLASTED AND/OR EXPOSED AGGREGATE AND STAINEDDARKER CONCRETE SMOOTHAND STAINEDWALL PACKREVEL, TYP.T.O. DOCKPARAPET119' -2"DARK GRAY STANDING SEAM METAL SIDINGFINISH FLOOR100' -0"T.O. JOIST LOW118' -0"T.O. PARAPET123' -0"23' - 0"12345615' - 4"4' - 0"6' - 0"4' - 0"14' - 2 1/4"8' - 0"1' - 1 3/8"6' - 11"48' - 1 1/2"3' - 0"3' - 10"4' - 0"44' - 10"3' - 0"5' - 8"172' - 0"EXTERIOR ELEVATIONS:SOUTH ELEVATION: 1,833 SF• CLASS A & B COMBINED: 1,284 SF (70%)• CLASS C & D COMBINED: 549 SF (30%)WEST ELEVATION:3,957 SF• CLASS A & B COMBINED: 3,162SF (80%)• CLASS C & D COMBINED: 795 SF (20%)EAST ELEVATION: 3,957 SF• CLASS A & B COMBINED: 3,209SF (81%)• CLASS C & D COMBINED: 748 SF (19%)NORTH ELEVATION: 1,833 SF• CLASS A & B COMBINED: 1,413 SF (77%)• CLASS C & D COMBINED: 418 SF (23%)LIGHTER CONCRETE SAND BLASTED AND/OR EXPOSED AGGREGATE AND STAINEDDARKER CONCRETE SMOOTHAND STAINED6' - 0"4' - 0"6' - 0"3' - 0"116AAAABC112A100AD100B2A7503A7504A750FINISH FLOOR100' -0"T.O. PARAPET123' -0"ABC14' - 0" 6' - 0"3' - 0" 6' - 0" 5' - 11"9' - 6 7/8"7' - 3 7/8"AAALIGHTER CONCRETE SAND BLASTED AND/OR EXPOSED AGGREGATE AND STAINEDDARKER CONCRETE SMOOTHAND STAINEDWALL PACKREVEL, TYP.FINISH FLOOR100' -0"T.O. PARAPET123' -0"1234564' - 0"4' - 0"6' - 0"4' - 0"105' - 6"4' - 0"6' - 0"4' - 0"6' - 0"4' - 0"6' - 0"4' - 0"6' - 0"4' - 0"4' - 6"AAAAAAA6' - 0"6' - 0"LIGHTER CONCRETE SAND BLASTED AND/OR EXPOSED AGGREGATE AND STAINEDDARKER CONCRETE SMOOTHAND STAINEDREVEL, TYP.T.O. DOCKPARAPET119' -2"FINISH FLOOR100' -0"T.O. JOIST LOW118' -0"T.O. PARAPET123' -0"ABC23' - 0" PARAPET 3' - 6 3/8"A7501SHIPS LADDER OFF INTERIORDOCK FOR ROOF ACCESS4' - 0"1/4" / 1'-0"1/4" / 1'-0"T.O. DOCKPARAPET119' -2"ScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:41 PM1/8" = 1'-0"A580EXTERIORELEVATIONSAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHEN 1/8" = 1'-0"1EXT ELEV - NORTH1/8" = 1'-0"2EXT ELEV - EAST1/8" = 1'-0"3EXT ELEV - SOUTH1/8" = 1'-0"4EXT ELEV - WEST1/8" = 1'-0"5BUILDING SECTION - E/W• ARCHITECTURAL STANDARDS1. MINIMUM 75% GRADE A AND B MATERIALS TOGETHER WITH MAXIMUM 25% GRADE C AND DA. GRADE Aa. BRICK, BRICK FACE, CUSTOM CMU BRICK LIKE APPEARANCEb. GLASSc. MASONRY VENEERd. NATURAL OR ARTIFICIAL STONEB. GRADE Ba. ARCHITECTURAL PANELS WITH SIMULATED FINISHb. FIBER CEMENTc. PRECAST CONCRETE PANELS WITH EXPOSED AGGREGATE, SAND BLAST, FORM LINER, BRICK FACE STONE CAST WITH INTEGRAL COLOR STAIN EXCEEDING ASTM G154d. SPECIALTY CONCRETE BLOCKC. GRADE Ca. EIFSb. GLASS BLOCKc. OPAQUE PANELSd. ORNAMENTAL METALe. WOODD. GRADE Da. SMOOTH CAST CONCRETE PANELS WITH INTEGRAL COLORb. ARCHITECTURALLY PRECAT CONCRETE PANELS WITH SMOOTH FINISHEXTERIOR FINISH REQEXTERIOR FINISHESSTYLE: STANDARD RIBBED SIDINGFINISH: ONYX (MATTE BLACK) OR SIM TO MATCH DARK PRECAST COLORMETAL SIDING PRECASTSTYLE: COURSE AGGREGATE - MEDIUMFINISH: BROWN OR SIMSTYLE: COURSE AGGREGATE - SMOOTHFINISH: DARK GRAY OR SIMREVISION SCHEDULENO. DESCRIPTION DATE ScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM8/3/2026 1:07:42 PM12" = 1'-0"A900RENDERINGSAPCAD07/17/2026691_2025OTSEGO, MN WRIGHT COUNTY PID 118238001030SD SETENTITLEMENT SET07/17/202608/03/2026ORTIZ WAREHOUSE + COMMERCIAL KITCHENREVISION SCHEDULENO. DESCRIPTION DATE N:\0080416.00\06 CAD\DWG\SITE DESIGN\SHEETS\0080416.00-C-COVER.DWG ORTIZ WAREHOUSE © 2026 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY CIVIL PLANSORTIZ WAREHOUSEOTSEGO, MINNESOTAPREPARED FOR:THIELEN & GREEN7455 VILLAGE DR, SUITE 110LINO LAKES, MNCONTACT: AMANDA PREISLERPHONE: 763-285-4194EMAIL: AMANDA@TANDGARCH.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.FORSITE DEVELOPMENTPREPARED BY:PROJECT NUMBER: 0080416.00CONTACT: JOE SCHRAMMSCHEMATIC CIVIL PLANSORTIZ WAREHOUSEOTSEGO, MINNESOTAFORSITE DEVELOPMENTINITIAL SUBMITTAL DATE: #### SHEET: C001PROJECT NUMBER: 0080416.00westwoodps.comPhone (320) 253-94951900 Medical Arts Ave S, Suite 100Fax(320) 358-2001Sartell, MN 56377Toll Free(800) 270-9495Westwood Professional Services, Inc.EMAIL: JOE.SCHRAMM@WESTWOODPS.COMSheet NumberSheet TitleC001COVERC100EXISTING CONDITIONSC200SITE PLANC300GRADING PLANC400INITIAL EROSION CONTROL PLANC401FINAL EROSION CONTROL PLANC500UTILITY PLANC900DETAILSC901DETAILSL100LANDSCAPE PLAN FOFOFOFOFOFOFOFOSMAILSEFOSRE=966.52IE=960.67 (N/W)RE=969.82IE=957.42(N/S)RE=965.96UNDER WATERIE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUGPUGMISCMISCXXXGASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITIONPLAT CABINET 6, SLEEVE 18235' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALOWNER: ACUITY LANDHOLDINGS LLCAPN: 118238001020OWNER: KNIFE RIVERCORP-NORTH CENTRALAPN: 118166002010EDGE OFWET LANDEDGEOF WETLANDEXISTING BUILDINGELECTRICCABINETELECTRICCABINETSTOCOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSAN SAN SAN SAN SAN SAN SAN SAN SANSANSANFOWATWATWATWATFOFOFOFOFOFOFO FO FO FO FOFO5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION1/2" IRON PIPELS224401/2" IRON PIPEALUMINUMCAP1/2" IRON PIPELS217291/2" REBARLS53596203202TNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERRELOCATE NOPARKING SIGNXXXXXXXREMOVE EXISTINGTREES\\\\\\\\\\\\REMOVE EXISTINGGRAVELPROTECT EXISTINGGATE VALVECOORDINATE FORELOCATION WITHUTILITY COMPANYC100EXISTING CONDITIONSNSEWWESTWOOD Common Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150 Westwood Professional Services, Inc. westwoodps.com 1900 MEDICAL ARTS AVENUE, STE 100 SARTELL, MN 56377 T: 320.253.9495 Last Saved by: Gtwebb Last Saved: 7/29/2026 1:45 PM Plot Date/Time: 8/3/2026 11:53 AM Drawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-DEMO01 0080416.00OTSEGO, MN ORTIZ WAREHOUSE THIELEN & GREEN LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:8/3/2026 56078 JOE SCRAMM © 2026 Westwood Professional Services, Inc.SOIL BORINGGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXSTREET LIGHTMAIL BOXPERC TESTWETLANDSTEEL/WOOD POSTBUSH/SHRUBCONIFEROUS TREEDECIDUOUS TREEPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLELEGENDCULVERTFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFLAG POLETREE LINECTVGASPOHPUGSANSTOTOHTUGWATFO∆SCOSTWCSWWEEETTTVMAILXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINEFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLECATCH BASIN MANHOLETV\\\\\\CURB & GUTTERSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNCONSTRUCTION BARRICADEHYDRANTWATRETAINING WALLFENCESOIL BORING LOCATIONTREE LINEX\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGENDSX*XXXGRAVEL1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTES FOFOFOFOFOFOFOFOS MAIL S E FO S RE=966.52IE=960.67 (N/W)RE=969.82 IE=957.42(N/S) RE=965.96UNDER WATER IE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUG PUG MISC MISC XXX GASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030 OWNER: ACUITY LAND HOLDINGS LLC APN: 118238001020 OWNER: KNIFE RIVER CORP-NORTH CENTRAL APN: 118166002010 EDGE OFWET LAND EDGEOF WETLAND EXISTING BUILDING ELECTRICCABINET ELECTRICCABINET STOCOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOSANSANSANSANSANSANSANSANSANSANSAN FOWATWATWATWATFOFOFOFOFOFO FOFOFOFOFOFOTNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERBUILDING13,760 SFFFE=966.60FILTRATIONBASINRETAINING WALLDESIGNED/BUILT BY OTHERS32'32'75'80'172'9'20'19'R30'R30'R30'R30'R15'136R15'R15'R4'R4'18'9'R5'108.50'84'PROPERTY BOUNDARY (TYP.)20'23'9'21'6'R1'CAABD611111810151919ADJUST GV BOXC200SITE PLANNSEWWESTW OODCommon Ground AllianceCall 48 Hours before digging:811 or call811.com1 B612 CURB AND GUTTER6CONCRETE VALLEY GUTTER8PRIVATE CONCRETE SIDEWALK10PRIVATE PARALLEL PEDESTRIAN CURB RAMP15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING19PAVEMENT SECTIONS1EXISTING ZONING:I-2, GENERAL INDUSTRIALPROPOSED ZONING:I-2, GENERAL INDUSTRIALPARCEL DESCRIPTION:LOT 3 - OTSEGO I-94 WEST INDUSTRIAL PARKPROPERTY AREA:121,866 SF (2.80 AC)EXISTING IMPERVIOUS SURFACE:0 SFPROPOSED IMPERVIOUS SURFACE:35,725 SFBUILDING GROSS SIZE:13,760 SFOFFICE: 925 SFWAREHOUSE/COMMON:12,835 SFBUILDING SETBACK PER CODE:30'=FRONT20'=SIDE25'=REARPARKING SETBACK:15'=FRONT AND ROW5'=SIDE AND REARPARKING SPACE/DRIVE AISLE:9' WIDE X 20' LONG, 23' AISLEPARKING RATIO REQUIREMENTCITY OF OTSEGOOFFICE:1 SPACE / 200 SF OF BLDGWAREHOUSE:1 SPACE / 1000 SF OF BLDGOFFICE(925/200)5 SPACESWAREHOUSE(12,835/1000)13 SPACESTOTAL SPACES REQUIRED:18 SPACESPARKING PROVIDED:19 SPACESSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 6/11/2026.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELCONCRETE PAVEMENTNUMBER OF PARKING STALLSSITE LIGHTINGEXISTINGPROPOSEDHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNCONCRETE SIDEWALKSITE LEGEND5F: 888.937.5150Westwood Professional Services, Inc.westwoodps.com1900 MEDICAL ARTS AVENUE, STE 100SARTELL, MN 56377T: 320.253.9495Last Saved by: AgothmanLast Saved: 7/30/2026 10:17 AMPlot Date/Time: 8/3/2026 11:53 AMDrawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-DIMS010080416.00OTSEGO, MNORTIZ WAREHOUSETHIELEN & GREENLICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTADATE:8/3/202656078JOE SCRAMM© 2026 Westwood Professional Services, Inc.AMATCH EXISTING PAVEMENTBCURB CUT WITH TURRET RAIN GUARDIAN (SEE DETAILS)CTRASH ENCLOSURE (SEE ARCH PLANS)DTRUCK DOCK (SEE ARCH PLANS)SITE KEYNOTESA FOFOFOFOFOFOFOFOS MAIL S E FO S RE=966.52IE=960.67 (N/W)RE=969.82IE=957.42(N/S) RE=965.96UNDER WATER IE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUG PUG MISC MISC XXX GASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030 DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITIONPLAT CABINET 6, SLEEVE 1823 5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIAL OWNER: ACUITY LAND HOLDINGS LLC APN: 118238001020 OWNER: KNIFE RIVER CORP-NORTH CENTRAL APN: 118166002010 EDGE OFWET LAND EDGEOF WETLAND EXISTING BUILDING ELECTRICCABINET ELECTRICCABINET STOCOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOSANSANSANSANSANSANSANSANSANSANSAN FOWATWATWATWATFOFOFOFOFOFO FOFOFOFOFOFO5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 1/2" IRON PIPELS22440 1/2" IRON PIPE ALUMINUMCAP 1/2" IRON PIPELS217291/2" REBARLS53596 203202TNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERBUILDING13,760 SFFFE=966.60S966967968969964965966967968969970971972973974958959960961962963961962963964965965.36966.12966.76968.662.9%1.6%3.3%1.9%3.1%962963964965966967968961961962963964965966967961962963964965966967968969960961962963964964961962963964 962963964965966967968966967968968965966967968969969.04966.60966.42965.72967.10967.38968.19967.98967.30966.66968.40968.21967.09966.07965.48965.08966.60964.80966.60966.35966.04965.55967.98967.09967.17967.98965.66966.01965.44965.35965.99E.O.F.964.35TW: 961.70BW: 961.38TW: 961.40BW: 960.40964.300.8%TW: 965.00TW: 965.002.5%0.5%1.5%BW: 960.87BW: 960.75966.47966.60FILTRATION BASINTOP=964.80100-YR HWL=964.31EOF=964.35BOT=963.50C300GRADING PLANNSEWWESTW OODCommon Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150Westwood Professional Services, Inc.westwoodps.com1900 MEDICAL ARTS AVENUE, STE 100SARTELL, MN 56377T: 320.253.9495Last Saved by: AgothmanLast Saved: 7/31/2026 1:10 PMPlot Date/Time: 8/3/2026 11:53 AMDrawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-GRAD010080416.00OTSEGO, MNORTIZ WAREHOUSETHIELEN & GREENLICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTADATE:8/3/202656078JOE SCRAMM© 2026 Westwood Professional Services, Inc.PROPERTY LINE982980POND NORMAL WATER LEVELTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTORSHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BENOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXITPORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL AHEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENTOF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORMSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION ISCOMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THEREGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOFROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENTTESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THESPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICALENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.LAST REVISED:10/10/22RIPRAP OVERFLOWNOTES:1.INSTALL RIPRAP PER MNDOT SPEC 36012.RIPRAP SHALL BE CLASS II PER MNDOT SPEC 3601GD33POND/BASINPLANEMERGENCY OVERFLOW ELEVATION(SEE PLAN FOR ELEV.)INSTALL RIP-RAP DOWN TOTHE EXISTING GROUND TIE-INFILTER FABRICSCOURSTOPTOP OF POND/BASIN3:13:1POND/BASINEXISTING GROUND3'FILTER FABRICPROFILE VIEWSIDE VIEW10'SCOURSTOP10'OR PER PLANEMERGENCY OVERFLOW ELEVATION(SEE PLAN FOR ELEV.)TOP OF POND/BASIN FOFOFOFOFOFOFOFOSMAILSEFOSRE=966.52IE=960.67 (N/W)RE=969.82IE=957.42(N/S)RE=965.96UNDER WATERIE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUGPUGMISCMISCXXXGASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITIONPLAT CABINET 6, SLEEVE 18235' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALOWNER: ACUITY LANDHOLDINGS LLCAPN: 118238001020OWNER: KNIFE RIVERCORP-NORTH CENTRALAPN: 118166002010EDGE OFWET LANDEDGEOF WETLANDEXISTING BUILDINGELECTRICCABINETELECTRICCABINETSTOCOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSAN SAN SAN SAN SAN SAN SAN SAN SANSANSANFOWATWATWATWATFOFOFOFOFOFOFO FO FO FO FOFO5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITIONN89°52'48"W18.93L=196.83R=1298.14Δ=8°41'16"N00°05'06"E 556.47 S89°54'54"E 215.00S00°05'06"W 571.50 1/2" IRON PIPELS224401/2" IRON PIPEALUMINUMCAP1/2" IRON PIPELS217291/2" REBARLS53596203202TNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFER966967968969964965966967968969970971972973974 958959960961962963961 962 963 964 965 965.36966.12966.76968.669 6 2 9 6 3 96 4 96 5 966 967 968 9619 6 1 96 2 963 964 965 966 967 96 1 9 6 2 963 964 965 966 967968969 CONCRETEWASHOUTCONSTRUCTIONENTRANCESF SF SF SF SF SFSF SFSFSF SF SF SFSFSFSFSFSFSF SF SF SFSF SF SF SF SF SF SF SFSF SFSF SF SF SFSFSILT FENCE (TYP.)C300INITIAL EROSION CONTROL PLANNSEWWESTWOOD Common Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150 Westwood Professional Services, Inc. westwoodps.com 1900 MEDICAL ARTS AVENUE, STE 100 SARTELL, MN 56377 T: 320.253.9495 Last Saved by: Agothman Last Saved: 7/31/2026 10:18 AM Plot Date/Time: 8/3/2026 11:54 AM Drawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-EROS01 0080416.00OTSEGO, MN ORTIZ WAREHOUSE THIELEN & GREEN LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:8/3/2026 56078 JOE SCRAMM © 2026 Westwood Professional Services, Inc.PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980 FOFOFOFOFOFOFOFOSMAILSEFOSRE=966.52IE=960.67 (N/W)RE=969.82IE=957.42(N/S)RE=965.96UNDER WATERIE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUGPUGMISCMISCXXXGASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITIONPLAT CABINET 6, SLEEVE 18235' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALOWNER: ACUITY LANDHOLDINGS LLCAPN: 118238001020OWNER: KNIFE RIVERCORP-NORTH CENTRALAPN: 118166002010EDGE OFWET LANDEDGEOF WETLANDEXISTING BUILDINGELECTRICCABINETELECTRICCABINETSTOCOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSAN SAN SAN SAN SAN SAN SAN SAN SANSANSANFOWATWATWATWATFOFOFOFOFOFOFO FO FO FO FOFO5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION1/2" IRON PIPELS224401/2" IRON PIPEALUMINUMCAP1/2" IRON PIPELS217291/2" REBARLS53596203202TNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERBUILDING13,760 SFFFE=966.60FILTRATIONBASIN966967968969964965966967968969970971972973974 958959960961962963961 962 963 964 965 965.36966.12966.76968.669 6 2 9 6 3 96 4 96 5 966 967 968 9619 6 1 962 963 964 965 966 967 96 1 9 6 2 963 964 965 966 967968969 960 961 962 963 964964961962963964962963964965 9 6 6 967968966967968968CONCRETEWASHOUTCONSTRUCTIONENTRANCESF SF SF SF SF SF SF SFSFSF SF SF SFSFSFSFSFSFSF SF SF SFSF SF SF SF SF SF SF SFSF SFSF SF SF SFSFC300FINAL EROSION CONTROL PLANNSEWWESTWOOD Common Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150 Westwood Professional Services, Inc. westwoodps.com 1900 MEDICAL ARTS AVENUE, STE 100 SARTELL, MN 56377 T: 320.253.9495 Last Saved by: Agothman Last Saved: 7/31/2026 10:22 AM Plot Date/Time: 8/3/2026 11:54 AM Drawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-EROS02 0080416.00OTSEGO, MN ORTIZ WAREHOUSE THIELEN & GREEN LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:8/3/2026 56078 JOE SCRAMM © 2026 Westwood Professional Services, Inc.PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980 FOFOFOFOFOFOFOFOS MAIL S E FO S RE=966.52IE=960.67 (N/W)RE=969.82IE=957.42(N/S) RE=965.96UNDER WATER IE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUG PUG MISC MISC XXX GASGASGASGASGASGASGASGASGASOWNER: LONG HAULPROPERTIES LLCAPN: 118238001030 DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION PLAT CABINET 6, SLEEVE 1823 5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION 10' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIAL OWNER: ACUITY LANDHOLDINGS LLC APN: 118238001020 OWNER: KNIFE RIVERCORP-NORTH CENTRAL APN: 118166002010 EDGE OFWET LAND EDGEOF WETLAND EXISTING BUILDING ELECTRICCABINET ELECTRICCABINET STOCOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOSANSANSANSANSANSANSANSANSANSANSAN FOWATWATWATWATFOFOFOFOFOFO FOFOFOFOFOFO5' DRAINAGE AND UTILITY EASEMENTPER OSTEGO I-94 WEST INDUSTRIALPARK FORTH ADDITION TNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERBUILDING13,760 SFFFE=966.60FILTRATIONBASINSEX. MHRE=969.82IE=957.62 (E)IE=957.42 (S)IE=957.42 (N)SANITARY SEWER STUBIE=958.62 (N)VERIFY WITH MEPMH-1RE=968.81IE=958.11 (S)IE=958.01 (W)99 LF-6" PVCSDR 35 @0.52%75 LF-6" PVCSDR 35 @0.52%4"-22.5° BEND104 LF-4" PVC C900WATERMAIN STUBVERIFY WITH MEP8 LF-4" PVCC90015" FES-301IE=967.79 (E)15" FES-3004.8 CU YD CLASS III RIPRAPIE=964.51203 LF-15" RCP @ 1.61%CBMH-202RE=965.35IE=961.67 (S)SUMP=958.67STORM SEWER STUB-201AIE=962.00 (S)STMH-201RE=965.25IE=962.00 (N)IE=961.09 (E)SUMP=958.096 LF-12" STMSWR @ 0.00%18 LF-12" HDPE@ 0.50%PRINSCO UNDERGROUNDSTORMWATER CHAMBERSYSTEM -HYDROSTOR - HS3112 ROWS OF 21 CHAMBERSBOTTOM ROCK=961.17CHAMBER IE=961.67OUTLET=962.00STORAGE=6,168 CF100-YR HWL=962.8215" FES-1004.8 CU YD CLASS III RIPRAPIE=960.00OCS-101RE=964.25IE=960.08 (E)IE=960.08 (NW)SUMP=957.0820 LF-15" HDPE@ 0.40%CO-204RE=967.27IE=962.14 (S)IE=962.14 (E)CO-203RE=966.18IE=961.69 (W)IE=961.69 (S)46 LF-12" STMSWR @ 0.50%89 LF-12" STMSWR @ 0.50%4 LF-12" STMSWR @ 0.50%STORM SEWER STUB-205IE=962.37 (N)VERIFY WITH MEP12" FES-2004.4 CU YD CLASS III RIPRAPIE=961.00CO-103RE=964.40IE=960.62 (S)CO-102RE=963.50IE=960.12 (N)IE=960.12 (SE)101 LF-6" PVC @ 0.50%8LF-6"PVC@0.50%CONNECT TO EXISTINGMANHOLE. CONTRACTORTO VERIFY LOCATION,ELEVATION, AND SIZE.C500UTILITY PLANNSEWWESTW OODCommon Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150Westwood Professional Services, Inc.westwoodps.com1900 MEDICAL ARTS AVENUE, STE 100SARTELL, MN 56377T: 320.253.9495Last Saved by: GtwebbLast Saved: 8/3/2026 11:51 AMPlot Date/Time: 8/3/2026 11:54 AMDrawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-UTIL010080416.00OTSEGO, MNORTIZ WAREHOUSETHIELEN & GREENLICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTADATE:8/3/202656078JOE SCRAMM© 2026 Westwood Professional Services, Inc.SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASPUGUNDERGROUND ELECTRICTUGUNDERGROUND TELEPHONEPOHOVERHEAD ELECTRICTOHOVERHEAD TELEPHONEFOTELEPHONE FIBER OPTICCTVCABLE TELEVISIONFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESAND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTIONAND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PERCITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITIONOF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARYSEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCALPERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEENOBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISEARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OFDOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYCONNECTION LOCATIONS.5.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THELOCAL JURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL / DRY UTILITIES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIESSHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TOCOMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOTOPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TOTHE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OFSCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITYOF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONALPIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONSSHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCALGOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITHSANITARY SEWER OR STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOTACHIEVABLE, SANITARY AND STORM SEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USEWITHIN A BUILDING AND AS LISTED IN TABLE 701.2 OF THE MINNESOTA PLUMBING CODE. THE WATER LINESHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITHSTORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN ORNOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BETYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IFALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER.INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BEPOLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET.SANITARY AND STORM SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, ANDWITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWERSHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF ACONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY OR MNDEPARTMENT OF LABOR .B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FORPIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PERASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252.HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306.FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLEDPER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTMA796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF AWATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT ASREQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OFA BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTAPLUMBING CODE 604.10.1.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 ANDCITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BEADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2(OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILTRECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONSOR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITHPOST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANREFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVEDAREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDT3'48"8"LAST REVISED:08/10/17ST10POND OUTLET STRUCTURE OCS-101AEL. 964.25AAAMIN. 2 CU YARDSRIPRAP CLASS 31/4" x 1" FLAT BAR(ROLLED TO PROVIDEOUTER RING)PROVIDE 4 1/2" SSANCHOR BOLTSw/ CLIPSOUTSIDE MH WALLTO FLAT BAR = 1"#5 SMOOTH BAR @ 4" O.C.EACH WAY(PROVIDE 3 1/4" x 3 1/4"OPENING)HOT DIPPED GALVANIZEDGRATE IN 2 SECTIONS7"6"PLANPLANSECTION A-AELEVATION15" HDPE OUTLETIE=960.08 C300DETAILS F: 888.937.5150 Westwood Professional Services, Inc. westwoodps.com 1900 MEDICAL ARTS AVENUE, STE 100 SARTELL, MN 56377 T: 320.253.9495 Last Saved by: JASchramm Last Saved: 8/3/2026 11:50 AM Plot Date/Time: 8/3/2026 11:54 AM Drawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-DTLS01 0080416.00OTSEGO, MN ORTIZ WAREHOUSE THIELEN & GREEN LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:8/3/2026 56078 JOE SCRAMM © 2026 Westwood Professional Services, Inc.CONCRETE VALLEY GUTTERSI06ANOTE:1.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:04/21/17SLOPE3/4" PER FT3'7"#4 REBARSECTION A-ALAST REVISED:11/15/23ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SYMBOLHANDICAP SIGNNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5°HANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLENO PARKING ACCESS AISLESIGN CENTERED AT HEAD OFSPACE ON CENTER STRIPE2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONSMAX. 2% CROSS SLOPE1.8% PREFERRED6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASESI19APAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS1.5" MnDOT 2360 BITUMINOUS WEARING COURSE2" MnDOT 2360 BITUMINOUS BASE COURSE8" MnDOT CLASS 5BITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT2" MnDOT 2360 BITUMINOUS WEARING COURSE2" MnDOT 2360 BITUMINOUS BASE COURSE9" MnDOT CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATLAST REVISED:01/25/23DOWNSPOUT CONNECTIONST19NOTES:1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.8" SCHEDULE 40 PVC45° BEND (SCH. 40 PVC)1% MIN. SLOPESTORM SEWER PIPEWATER-TIGHTCONNECTIONWIRE SCREEN FOR RODENTSDOWNSPOUT2212" MAX.MIN. 2" AIR GAP C300DETAILS F: 888.937.5150 Westwood Professional Services, Inc. westwoodps.com 1900 MEDICAL ARTS AVENUE, STE 100 SARTELL, MN 56377 T: 320.253.9495 Last Saved by: JASchramm Last Saved: 8/3/2026 11:50 AM Plot Date/Time: 8/3/2026 11:54 AM Drawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-C-DTLS01 0080416.00OTSEGO, MN ORTIZ WAREHOUSE THIELEN & GREEN LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE:8/3/2026 56078 JOE SCRAMM © 2026 Westwood Professional Services, Inc.12" SIDE SPACING(TYP.)3" INTERIOR SPACING(MIN.)34"(TYP.)LAST REVISED:07/25/24UNDERGROUND STORMWATER STORAGEWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALFULL PAVEMENT SECTION. SEE DETAILFOR SPECIFIC DEPTHS.ON-SITE FILL MATERIAL12" INLET PIPE IE = 961.67BOTTOM OF ROCK = 961.176"HYDROSTOR HS31 CHAMBER PROFILEBOTTOM OFCHAMBER = 961.67N.T.S.NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*TOP OF ROCK = 963.51TOP OF CHAMBER = 963.01100 YEAR HWL = 962.8216" (HYDROSTORHS31 CHAMBER)IE = 961.0912" STRUCTURE OUTLET PIPEIE = 962.00STMH 20116" MIN.BOTTOM OF PAVEMENTST25SEE STORMWATER MANAGEMENTREPORT FOR MAX. AND MIN.INFILTRATION RATES3' SUMP FOFOFOFOFOFOFOFOS MAIL S E FO S IE=963.19 (NE)71ST ST. NE.70TH ST. NE.WATWATWATWATPUG PUG MISC MISC XXX GASGASGASGASGASGASGASGASGASEDGE OFWET LAND EDGEOF WETLANDSTOCOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSANSANSANSANSANSANSANSANSANSANSANFOWATWATWATWATFOFOFOFOFOFOFOFOFOFOFOFOTNHELEV=967.47DELINEATED WETLAND BOUNDARY20' WETLAND BUFFERBUILDING13,760 SFFFE=966.60FILTRATIONBASINRETAINING WALLDESIGNED/BUILT BY OTHERSSAABBBACCCCCODEQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.MATURE SIZECONIFEROUS SHRUBSMAJ9MANEY JUNIPER / JUNIPERUS CHINENSIS 'MANEYI'#5 CONT.4`-0" O.C.H 3-5` W 3-5`DECIDUOUS SHRUBAFD14ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.H 3-5` W 3-5`GRASSESKFG6KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 3-4` W 2-3`BLB15BLAZE LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'BLAZE'#1 CONT.24" O.C.H 2-3` W 18-24"PDS10PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS#1 CONT.24" O.C.H 2-3` W 2-3`PERENNIALSPUC6PURPLE CONEFLOWER / ECHINACEA PURPUREA#1 CONT.24" O.C.H 28-34" W 28-34"BES6BLACK-EYED SUSAN / RUDBECKIA HIRTA#1 CONT.24" O.C.H 28-34" W 28-34"L100LANDSCAPE PLANNSEWWES T W OODCommon Ground AllianceCall 48 Hours before digging:811 or call811.comF: 888.937.5150Westwood Professional Services, Inc.westwoodps.com1900 MEDICAL ARTS AVENUE, STE 100SARTELL, MN 56377T: 320.253.9495Last Saved by: GtwebbLast Saved: 8/3/2026 7:43 AMPlot Date/Time: 8/3/2026 11:55 AMDrawing: N:\0080416.00\06 CAD\DWG\Site Design\Sheets\0080416.00-L-TREE010080416.00OTSEGO, MNORTIZ WAREHOUSETHIELEN & GREEN© 2026 Westwood Professional Services, Inc.LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL LANDSCAPEARCHITECT UNDER THE LAWS OF THE STATEOF MINNESOTADATE:LANDSCAPE LEGENDSHRUBSPERENNIALSEDGERASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CGENERAL TURF SEED MIXLANDSCAPE KEYNOTESABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT O.C. = ON CENTER QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULE WETLAND SEED MIX1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALLUNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THELANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THELANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALLHAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOTLIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FORSIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IFTHIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE ISPLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING ANDPROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPECONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BEEXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESSSPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS,AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4"DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURFAREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OFDELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3"DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR,OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TOMATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED.POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTERWITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGINGWHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS.INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTINGCONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITHSHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDYBLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPEPLAN, SEE EROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR.LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OFIRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEMSHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEARWARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THEGENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATIONSYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBEDDURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTESLAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADEAA.GENERALLY: LANDSCAPING OF ALL PROPERTIES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION5-2-3 OF THIS CODE.B.NEW RESIDENTIAL SUBDIVISION, SEMIPUBLIC, AND ALL INCOME PRODUCING PRODUCING PROPERTY USES:1.ALL OTHER USES SHALL BE SUBJECT TO MANDATORY LANDSCAPE PLAN AND SPECIFICATION WITH A LANDSCAPE PLANREQUIRED TO BE DEVELOPED AND INSTALLED WITH AN EMPHASIS UPON THE FOLLOWING AREAS:a.THE BOUNDARY OR PERIMETER OF THE PROPOSED SITE AT POINTS ADJOINING OTHER PROPERTY.b.THE IMMEDIATE PERIMETER OF THE STRUCTURE.c.THE PERIMETER OF PARKING AND LOADING AREAS.C.THE LANDSCAPE PLAN MUST SHOW SOME FORM OF DESIGNED SITE AMENITIES (IE COMPOSITION OF PLANT MATERIALSD.ALL AREAS WITHIN THE PROPERTY LINES (OR BEYOND IF SITE GRADING EXTENDS BEYOND) SHALL BE TREATED.E.TURF SLOPES IN EXCESS OF 2:1 ARE PROHIBITED UNLESS APPROVED BY ZONING ADMINISTRATOR.F.ALL GROUND AREAS UNDER BUILDING ROOF OVERHANG SHALL BE TREATED.G.ALL BUILDINGS MUST HAVE AN EXTERIOR WATER SPIGOT TO ENSURE LANDSCAPE MAINTENANCE CAN BE ACCOMPLISHED.LANDSCAPE SUMMARY07/30/26JEFF_WESTENDORF44018 ORTIZ WAREHOUSE + COMMERCIAL KITCHEN OTSEGO, MNDesignerAMDate07/29/2026ScaleAs NotedDrawing No.Summary1 of 1ScheduleSymbol Label Image QTY Catalog Number Description LampNumberLampsLumensper LampLLF WattageAA16RSX1 LED P4 40K R4RSX Area Fixture Size 1 P4 Lumen Package4000K CCT Type R4 Distribution1165730.9133.14W16WDGE1 LED P2 40K80CRI VFWDGE1 LED WITH P2 - PERFORMANCEPACKAGE, 4000K, 80CRI, VISUALCOMFORT FORWARD OPTIC119780.915.0178StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinParking/Drives 2.9 fc 13.0 fc 1.1 fc 11.8:1 2.6:1Total Area Calculated @ Grade 1.1 fc 13.0 fc 0.0 fc N/AN/ANote1. Davis and Associates, Inc does not assume responsibility for theinterpretation of this calculation, or compliance to local or state lighting codes andordinances.2. All readings/calculations are shown @ grade.3. Fixture heights are shown on plan.0.10.10.10.20.20.20.20.10.10.10.10.10.20.40.50.40.20.10.10.10.10.10.10.20.30.60.80.60.30.20.20.10.10.10.10.20.20.40.50.70.91.10.90.70.60.40.30.20.10.10.10.10.20.40.81.11.62.43.02.93.12.51.81.20.80.50.30.20.10.60.40.20.10.60.30.20.10.20.60.30.20.10.30.92.22.11.30.60.30.20.10.20.87.42.62.51.60.60.40.20.10.20.73.91.80.70.40.30.10.31.03.92.20.90.60.40.10.10.31.18.01.51.20.90.50.10.30.71.61.86.54.87.52.41.10.80.50.10.10.30.61.01.31.61.92.32.00.80.50.30.10.20.40.71.01.41.82.43.21.80.70.50.20.10.10.20.40.71.11.62.23.14.52.82.51.60.80.40.20.10.10.20.30.60.91.42.13.14.00.80.40.20.10.10.20.30.40.60.81.01.41.51.31.21.11.21.31.51.01.51.21.21.31.51.92.63.00.80.40.20.10.10.20.30.40.80.80.60.40.30.40.50.80.90.70.50.50.50.81.22.02.50.80.40.30.10.10.20.30.50.60.40.20.20.20.30.50.60.50.30.30.40.61.01.62.22.70.70.40.20.10.10.20.30.30.20.20.10.10.20.30.30.30.20.20.30.40.60.81.11.31.51.91.91.51.20.90.60.40.20.20.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.20.20.20.30.30.40.60.90.80.50.40.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.30.40.60.60.40.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.30.30.20.10.10.11.21.52.02.84.05.14.23.02.21.61.41.61.82.33.13.83.32.52.11.71.24.02.51.61.82.22.52.52.22.11.81.212.13.61.41.61.92.22.32.34.12.51.31.51.82.02.22.43.51.31.51.71.92.12.53.03.22.41.81.41.51.72.12.22.83.84.21.81.61.51.71.82.12.43.24.85.13.82.01.91.91.81.91.91.81.81.81.81.91.82.02.02.02.02.12.32.53.24.44.72.32.22.22.32.22.12.22.22.12.02.22.32.22.32.52.62.52.52.72.72.93.43.73.43.02.72.82.72.83.33.53.12.62.62.72.73.13.94.13.63.33.13.03.03.02.95.03.93.33.13.23.64.65.24.13.33.03.03.34.15.55.74.74.03.73.43.14.33.83.12.83.03.54.24.54.03.22.72.73.24.25.15.34.84.23.73.32.92.52.21.52.93.23.73.62.92.42.01.42.73.54.64.63.42.51.91.33.64.44.43.52.51.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.1 1.113.0AA1 @ 25'AA1 @ 25'AA1 @ 25'AA1 @ 25'AA1 @ 25'AA1 @ 25'W1 @ 8'W1 @ 8'W1 @ 8'W1 @ 8'W1 @ 8'W1 @ 8'Plan ViewScale - 1" = 30ft Review No. 1 ENGINEERING REVIEW Preliminary Plans for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Kurt Neidermeier, City Utilities Manager Amanda Preisler – Thielen and Green Joe Schramm, P.E., Westwood Reviewed by: Ronald J. Wagner, P.E. Matthew Kind, P.E. Date: September 1, 2026 Proposed Development: Ortiz Warehouse Street Location: 9XXX 71st Street NE PID: 118-238-001-030 Applicant: Amanda Preisler – Thielen and Green 7455 Village Drive Suite 110 Lino Lakes, MN 55014 Developer: Heidi & Luis Ortiz 5929 Kyler Ave. NE Albertville, MN 55301 Owners of Record: Heidi & Luis Ortiz Purpose: Ortiz Warehouse is proposed as a 14,000 square foot warehouse facility including a walk-in cooler & freezer, commercial kitchen, and tortilla manufacturing area. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of Health, (but not limited to) Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) PAGE 2 S:\Municipal\Otsego25xx\2500\2026\2526.03 Revolution Gymnasium\A-REVIEW PHASE\REVIEW NO. 1\HAI Review\OT2526.07 RVW1.doc TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLANS COVER SHEET EXISTING CONDITIONS SITE PLAN GRADING PLAN EROSION CONTROL PLANS UTILITY PLAN DETAILS LANDSCAPING MEMORANDUM: STORMWATER MANAGEMENT REPORT SUMMARY AND/OR RECOMMENDATION PAGE 3 S:\Municipal\Otsego25xx\2500\2026\2526.03 Revolution Gymnasium\A-REVIEW PHASE\REVIEW NO. 1\HAI Review\OT2526.07 RVW1.doc INFORMATION AVAILABLE Preliminary Plans for Revolution Gymnastics, dated 8/3/2026, by Westwood Stormwater Management Plan, dated 8/3/2026, by Westwood Additional Information City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances PAGE 4 S:\Municipal\Otsego25xx\2500\2026\2526.03 Revolution Gymnasium\A-REVIEW PHASE\REVIEW NO. 1\HAI Review\OT2526.07 RVW1.doc PRELIMINARY PLANS COVER SHEET No Comment EXISTING CONDITIONS No Comment SITE PLAN 1. Add D/U easement to cover the filtration basin within the proposed HWL area. New easement shall abut the existing D/U easement, be shown on the site plan, and be recorded with the County. GRADING PLAN No Comment EROSION CONTROL PLANS No Comment UTILITY PLAN No Comment DETAILS No Comments STORMWATER MANAGEMENT PLAN REPORT No Comments SUMMARY AND/OR RECOMMENDATION We recommend approval of preliminary plans contingent on the above comment being addressed.