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PROJECT TEAM
<br />OWNER/ PRATT ORDWAY PROPERTIES GOVERNING CITY OF HUGO
<br />DEVELOPER: 3555 WILLOW LAKE BLVD., SUITE 200 AUTHORITY: 14669 FITZGERALD AVE. NORTH
<br />VADNIAS HEIGHTS,MN 55110 HUGO, MN 55038
<br />651.631.8059 (VOICE) 651.762.6300
<br />ARCHITECT: FINN DANIELS, INC
<br />2145 FORD PARKWAY, SUITE 301
<br />ST. PAUL, MINNESOTA 55116
<br />651.888.6882 (VOICE)
<br />CONTACT: SCOTT WIESTLING
<br />EMAIL: swiestling@finn-daniels.com
<br />SURVEY/PLAT: EG RUD & SONS, INC.
<br />6776 LAKE DRIVE NE, SUITE 110
<br />LINO LAKES, MN 55014
<br />651.361.8200
<br />CONTACT: JASON RUD
<br />EMAIL: jrud@egrud.com
<br />GENERAL TO BE DETERMINED
<br />rnwirn n Arno.
<br />CIVIL PLOWE ENGINEERING, INC.
<br />ENGINEER: 6776 LAKE DRIVE, SUITE 110
<br />LINO LAKES, MINNESOTA 55014
<br />651.361.8210 (VOICE)
<br />CONTACT: ADAM GINKEL
<br />EMAIL: adam@plowe.com
<br />STRUCTURAL ALIGN STRUCTURAL, INC.
<br />ENGINEER: 241 CLEVELAND AVENUE S., SUITE B7
<br />ST. PAUL, MINNESOTA 55105
<br />651.698.0164 (VOICE)
<br />CONTACT: RICK JOHNSON
<br />EMAIL: rick]@alignstructural.com
<br />GENERAL NOTES
<br />GENERAL NOTES:
<br />contraction and shrinkage as necessary to prevent cracks, buckling and
<br />warping due to temperature and humidity conditions.
<br />1. Items listed below are applicable to all contractors, subcontractors,
<br />vendors, suppliers and material handlers.
<br />14.Attachments, connections or fastenings of any nature are to be properly
<br />in best the
<br />2. The contract documents include the working drawings, addenda,
<br />and permanently secured conformance with practices and
<br />Contractor is responsible for installing them according to these
<br />modifications, and the conditions of the construction contract.
<br />conditions. The drawings show only special conditions to assist the
<br />Contractor, they do not illustrate every such condition and detail.
<br />3. The contract documents are the instruments of service and shall remain
<br />the property of the architect whether the project for which they are
<br />15. With reference to reflected ceilings, Contractor shall coordinate with all
<br />prepared is executed or not. The contract documents are not to be used
<br />by the landlord tenant for to the
<br />trades involved and prepare composite shop drawings to insure
<br />locations for fixtures, ducts, heads,
<br />or other projects or extensions project
<br />nor are they to be modified in any manner whatsoever except by
<br />and clearances ceilings, sprinkler
<br />grilles, etc., necessary to maintain the specified finish ceiling height
<br />agreement in writing and with appropriate compensation to the
<br />above the finish floor as noted on the drawings. Clarify conflicts and
<br />Architect.
<br />locations with the Architect before proceeding
<br />4. General conditions of the Contract AIA Document A-201 shall be made
<br />16.Use of moisture resistant treated wood blocking in construction shall
<br />part of these documents by reference.
<br />use the following guidelines: Carbon steel, aluminum and electroplated
<br />galvanized steel fasteners and connectors should not be used in contact
<br />5. All work shall comply with the applicable codes, amendments, rules,
<br />with treated wood. Hot -dipped galvanized fasteners complying with
<br />regulations, ordinances, laws, orders approvals, etc., that are required
<br />by public authorities. In the event of conflict, the most stringent
<br />ASTM A153 and connectors complying with ASTM A653, Class G185,
<br />generally are acceptable. Type 304 or Type 316 stainless -steel fasteners
<br />requirements shall comply. Requirements include, but are not limited
<br />and connectors are recommended for maximum corrosion resistance.
<br />to the current applicable editions or publications.
<br />Fasteners with proprietory anti -corrosion coatings may be acceptable
<br />6. All glazing used in this project shall conform to the requirements of all
<br />for use with treated wood. Aluminum fasteners, flashings and accessory
<br />products should not be used in direct contact with any treated wood.
<br />applicable codes and all Federal and State requirements.
<br />ACQ-treated wood is not compatible with aluminum. Uncoated metal
<br />7. Finn Daniels, Inc. relies upon the professionalism and accuracy of work
<br />and painted metal flashin and accessories except for 300-series
<br />stainless steel, should no gbe used in direct contact with treated wood.
<br />designed by other subcontractors, and relies that the systems designed
<br />Metal products, except stainless steel, may be used if separated from
<br />by others will perform as required and per industry standards.
<br />treated wood by a spacer or barrier such as single -ply membrane or
<br />bitumen The
<br />CONTRACT DOCUMENT NOTES:
<br />self -adhered polymer -modified membrane material. use
<br />of non -treated, construction -grade wood is suitable for use as blocking
<br />taken to the
<br />1. This set of documents is not all inclusive and is meant to show the intent
<br />of the scope of work. The contractor shall bid all work involved with a
<br />or nailers, provided reasonable measures are ensure
<br />non -treated wood remains reasonably dry when in service. It shall be
<br />normally anticipated scope of work.
<br />the responsibility of the General Contractor t coordinate blocking
<br />requirements with each Subcontractor and it s shall be up to the
<br />Subcontractor for installing blocking
<br />2. All the sheets listed in the drawing index comprise the construction
<br />documents for this project. The G.C. is responsible for all the work
<br />to select suitable methods meeting
<br />the standards established above.
<br />defined in these construction documents including distributing drawings
<br />to subcontractors for bidding purposes. It is not recommended that
<br />17.No work defective in construction or quality, or deficient in any
<br />requirements of drawings and specifications will be acceptable in
<br />individual sheets be given to subcontractors for bidding or construction.
<br />The entire set of drawings, not any individual sheets, define the work
<br />consequence of Owner's or Architect's failure to discover or to point out
<br />required under the general contract.
<br />defects or deficiencies during construction, nor will presence of
<br />inspectors on work site relieve Contractor from responsibility for
<br />3. In the event of conflict between data shown on drawings and data
<br />securing quality and progress or work as required by contract. Defective
<br />work revealed within time required by guarantees shall be, whether
<br />shown in the specifications, the specifications shall govern. Dimensions
<br />noted on drawings shall take precedence over scaled dimensions. Detail
<br />Partial or final, construed as an acceptance of defective work or
<br />drawings take precedence over drawings of small scale. Should the
<br />improper materials.
<br />contractor at any time discover an error in a drawing or specification, or
<br />discrepancy between dimensions drawings
<br />18.Contractors, Subcontractors or Suppliers shall not proceed with any
<br />a or variation on and
<br />measurements at site, or lack of dimensions or other information, it
<br />work for which he expects additional compensation beyond the written
<br />contract unless he receives written authorization from Contractor or
<br />shall be brought to the Architect's attention and shall not proceed with
<br />work affected until clarification or resolution has been made.
<br />Owner. Failure to obtain such authorization may invalidate any claim
<br />for additional compensation.
<br />4. "Similar" means comparable characteristics for conditions noted.
<br />Contractor to verify dimensions and orientation.
<br />19.The Contractor is to coordinate and schedule punch list to take place a
<br />minimum of 5 (five) working days before scheduled occupancy date.
<br />This for furniture installation. Provide
<br />5. "Typical" means identical for conditions noted.
<br />will allow and phone notification
<br />to Architect and Owner when punch list items have been completed or
<br />6. Do not scale drawings, written dimensions govern. Verify dimensions
<br />which items remain and why. Coordinate required work with Owner
<br />and protect and/or move any Owner items and furniture if needed.
<br />with field conditions prior to construction, if discrepancies are
<br />discovered between field conditions and drawings or between individual
<br />Punch list items must be completed within 30 (thirty) days of punch list
<br />drawings, contact Architect for resolution before proceeding.
<br />date.
<br />7. Horizontal dimensions indicated are to/from finished face of
<br />20.A "Certificate of Occupancy" shall be obtained prior to move in date and
<br />presented to owner at time of punch list walk through.
<br />construction, except as noted.
<br />8. Vertical dimensions indicated are from top of floor slab/topping, except
<br />SHOP DRAWINGS, SAMPLES AND LITERATURE NOTES:
<br />where noted to be from above finished floor, (A.F.F.)
<br />1. Required shop drawing submittals shall include, but not limited to the
<br />following (additional shop drawings may be required upon Architect's
<br />9. Dimensions are not adjustable without approval of Architect unless
<br />request )
<br />+/-, noted
<br />1.1. Shell building requirements:
<br />10.A11 symbols and abbreviations used on the drawings are considered to
<br />- Precast concrete (wall panels, floor plank, structural beams and
<br />columns, etc...)
<br />be construction standards. If the contractor has questions regarding
<br />symbols & abbreviations used, or their exact meaning, the Architect
<br />- Aluminum Door/Window Frames, Doors, Entrance Systems, Curtain
<br />Walls
<br />shall be notified for clarification.
<br />-Glazing
<br />CONSTRUCTION NOTES:
<br />Hollow Metal Frames, Doors, Windows
<br />Wood Doors, Frames
<br />1. Contractors, mechanical, electrical and subcontractors shall visit the job
<br />site and become familiar with existing conditions before submitting
<br />Door/Window Hardware
<br />Roofing (membrane, built-up, metal, etc...)
<br />pricing and proceeding with any work.
<br />Steel (structural steel, miscellaneous steel, joist, deck, etc...)
<br />Metal Panels ACM panels, soffit panels, standing seam, etc..)
<br />Retaining Wal
<br />2. All contractors and subcontractors are responsible for paying for and
<br />obtaining all their own permits as may be required by governing
<br />s
<br />Light gauge metal framing
<br />authorities.
<br />1.2. Interior finish requirements:
<br />- Aluminum Door/Window Frames, Doors
<br />3. All Contractors and Subcontractors are responsible for maintaining
<br />Glazing
<br />required licenses and insurances.
<br />Hollow Metal Frames, Doors, Windows
<br />Wood Doors, Frames
<br />4. General Contractor shall be responsible for checking contract
<br />Door/Window Hardware
<br />documents, field conditions and dimensions for accuracy and confirming
<br />Millwork
<br />that work is as shown before proceeding with construction.
<br />Clarifications regarding any conflicts shall be achieved prior to related
<br />Toilet Partitions and Accessories
<br />work being started.
<br />2. Contractor shall provide manufacturer's specifications, installation
<br />instructions, shop drawings and samples for review and approval of all
<br />5. General Contractor to coordinate construction needs for phone, power,
<br />materials and methods to be used prior to ordering or proceeding with
<br />data, lighting, etc... with Owner prior to negotiating project cost.
<br />the work. Contact Architect prior to installation if item does not match
<br />approved shop drawings or samples.
<br />6. General Contractor shall continuously check Architectural and Structural
<br />clearances to verify that no conflicts exist in locations of any and all
<br />mechanical, telephone, data, and
<br />3. General Contractor shall review, add required field dimensions, stamp
<br />and forward shop drawings and samples to Architect for approval.
<br />electrical, plumbing sprinkler
<br />equipment and that all required clearances for installation and
<br />Provide sufficient copies so that Architect/Engineer may retain record
<br />maintenance of all above equipment is provided. What elements are
<br />exposed or concealed shall be determined and reviewed with Architect
<br />copy.
<br />prior to construction proceeding. The Contractor shall ensure that all
<br />4. There shall be no substitution during bidding of materials where a
<br />pricing including duct work and conduit for systems are included. No
<br />kind be Contractor's
<br />manufacturer is specified. Where the term or equal" is used, Architect
<br />Owner determine based upon information and
<br />allowance of any will made of the negligence to
<br />note unforeseen means of installing equipment into position inside
<br />and shall equality costs
<br />submitted by Contractor
<br />structure.
<br />5. Changes in shop drawings from design or specifications indicated must
<br />7. Contractor shall order and schedule delivery of materials in ample time
<br />to delays in If item is found be
<br />be noted to Architect for approval. Any item clearly different than
<br />design indicated be in field
<br />avoid construction. an to unavailable,
<br />Contractor shall notify Architect immediately to allow Architect a
<br />reasonable amount of time to select an appropriate substitute.
<br />may rejected at supplier's cost even with
<br />approved shop drawings.
<br />6. Contractor to schedule shop drawing reviews to allow 1-5 working days,
<br />8. Materials and workmanship specified by reference to number, symbol
<br />excluding delivery time to and from the contractor, for architectural and
<br />or title of a specification such as commercial standards federal
<br />specifications, trade association standard or other similar standard, shall
<br />engineering review.
<br />comply with requirements in latest edition or revisions thereof and with
<br />TENANT IMPROVEMENT NOTES:
<br />any amendment or supplement thereto in effect on date of origin on
<br />this project's contract documents. Such standard, except as modified
<br />1. The Building Owner shall provide to the Contractor building standards,
<br />g p g
<br />regulations and any other additional information for building standard
<br />herein, shall have full force and effect as though printed on contract
<br />documents.
<br />compliance. Contractor shall comply with all base building requirements
<br />and design criteria.
<br />9. Only new items of recent manufacturer, of standard quality free from
<br />defects, will be permitted on the work. Rejected items shall be removed
<br />2 Do not core drill, sleeve or cut steel members or alter any existing
<br />immediately from the work and replaced with items of the quality
<br />building framing member without Owner approval. X-rays and/or
<br />specified. Failure to remove rejected materials and equipment shall not
<br />structural analysis and design may be required at Contractor's cost.
<br />Coordinate with owner to beginning work.
<br />relieve the Contractor from their responsibility for quality and character
<br />prior
<br />of items used nor from any other obligation imposed on him by the
<br />contract.
<br />3. Damage caused b the Contractor to the buildingsystemare to
<br />g by or its Y ( )
<br />be repaired immediately after receiving notice. Failure to do so could
<br />10.Make all necessary provisions for items to be furnished or installed by
<br />result in a charge to the Contractor, with the work to be completed by
<br />owner. Provide protection for these provisions until completion of the
<br />General Contractor to coordinate N.I.C. items with appropriate
<br />others.
<br />project.
<br />trades.
<br />4. When necessary, provide and install protective covering(s) for surfaces
<br />that are subject to damage of any type.
<br />11.Coordinate and provide appropriate structural blocking/backing and
<br />reinforcing in partitions behind all wall mounted items, including wall
<br />5. Coordinate with Owner and Building Manager before beginning any
<br />hung owner provided items or furniture N.I.C. Coordinate with owner
<br />work that could affect the building's fire alarm, smoke evacuation or fire
<br />and plans.
<br />sprinkler system(s).
<br />12.When any item or finish is scheduled to match existing, Supplier, Vendor
<br />6. Patch and repair all fireproofing damaged or removed during
<br />or Subcontractor should also visit site in order to provide a perfect
<br />performance of the work. Fireproof new penetrations required by the
<br />match. Notify Architect if documents call out for an item that does not
<br />work and existing penetrations in exposed plenum areas.
<br />match installed existing conditions.
<br />7. No space other than the construction site shall be provided for storage,
<br />13.All finished work shall be firm well anchored, in true alignment, plumb,
<br />level, with smooth, clean, uniiorm appearance without waves,
<br />staging, finishing or for an office unless coordinated with the owner.
<br />distortions, holes, marks, cracks, stains, or discoloration. Jointings shall
<br />be tight fitting, neat and well scribed. The finish work shall not have
<br />in g, No dumping is allowed in restroom sinks, water closets or urinals. Use
<br />p g
<br />slop sinks located in the building's janitor closets where available.
<br />exposed unsightly anchors or fasteners and shall not present hazardous,
<br />Coordinate this with Owner.
<br />unsafe corners. All work shall have the provision for expansion,
<br />PLAN REVIEW FOR CODE COMPLIANCE
<br />GENERAL INFORMATION:
<br />A. PROJECT DESCRIPTION: NEW CONSTRUCTION (OFFICE/RETAIL)
<br />B. ZONING & LAND USE: P.U.D. (PLANNED UNIT DEVELOPMENT)
<br />C. LOT SIZE: 2.6 ACRES / 113,931 S.F.
<br />(LOT 2 & OUTLOT A COMBINED)
<br />D. TYPE OF CONSTRUCTION: V-B
<br />E. FULLY SPRINKLERED IN COMPLIANCE WITH MSBC CHAPTER 9 & MSFC
<br />APPLICABLE CODES:
<br />A.
<br />INTERNATIONAL BUILDING CODE (IBC)
<br />2012
<br />B.
<br />MINNESOTA STATE BUILDING CODE (MSBC)
<br />2015
<br />C.
<br />HUGO CITY CODE
<br />CURRENT
<br />D.
<br />INTERNATIONAL FIRE CODE (IFC)
<br />2012
<br />E.
<br />MINNESOTA STATE FIRE CODE (MSFC)
<br />2015
<br />F.
<br />NATIONAL ELECTRICAL CODE (NEC)
<br />2014
<br />G.
<br />INTERNATIONAL MECHANICAL CODE (IMC)
<br />2012
<br />H.
<br />MINNESOTA MECHANICAL & FUEL GAS CODE (MSMFGC)
<br />2015
<br />I.
<br />ICC/ANSI A117.1 (ACCESSIBLE BUILDINGS & FACILITIES)
<br />2009
<br />J.
<br />MINNESOTA ACCESSIBILITY CODE
<br />2015
<br />K.
<br />MINNESOTA ENERGY CODE
<br />2015
<br />BUILDING CLASSIFICATION:
<br />A. BUILDING OCCUPANCY & CLASSIFICATION (MSBC Ch. 3 & Ch. 6): 13,879 s.f
<br />1. OFFICE / MERCANTILE - Group B / M (13,879 s.f. / 1 Story)
<br />2. NONSEPARATED OCCUPANCIES (MSBC 508.3)
<br />- No separation required between B & M Occupancies
<br />B. ALLOWABLE HEIGHT / ALLOWABLE AREA (MSBC Ch. 5)
<br />1. Group B & M (Both occupancies have the same requirements per MSBC
<br />Table 503 for VB Construction Type).
<br />2. ALLOWABLE HEIGHT (MSBC Table 503)
<br />- Group B / M = 40'-0" / 1 Story
<br />- +Sprinkler Increase (MSBC 504.2) = 60'-0" / 2 Stories
<br />3. ALLOWABLE AREA (MSBC Table 503 & 507.3)
<br />- Group B / M = 9,000 s.f.
<br />- + Sprinkler Increase (MSBC 506.3) 300% = 27,000 s.f.
<br />FIRE -RESISTANCE - RATED CONSTRUCTION:
<br />A. BUILDING ELEMENTS (MSBC 601 & 602)
<br />11 Element I V-B Construction Type
<br />Structural Frame 1 0 Hours
<br />Interior Bearing Walls 0 Hours
<br />Exterior Non -Bearing Wall 0 Hours
<br />Interior Non -Bearing Walls 0 Hours
<br />Floor Construction 0 Hours
<br />Roof Construction 1 0 Hours
<br />B. EXTERIOR WALL OPENINGS (MSBC 705.8)
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<br />45°
<br />755/c
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<br />C. FIRE WALLS (MSBC 706)
<br />- None Required
<br />D. FIRE BARRIERS (MSBC 707)
<br />- None Required
<br />E. FIRE PARTITIONS (MSBC 708)
<br />- None Required
<br />F. ROOF AND INTERIOR FINISH REQUIREMENTS
<br />- Minimum Roof Classification (MSBC Table 1505.1): V-B = Class C
<br />- Minimum Wall and Ceiling Finish Requirement (MSBC Table 803.9)
<br />Building Component Finish Class
<br />Exit Enclosures/ Group B/M = Class B
<br />Exit Passageways
<br />Corridors Group B/M = Class C
<br />ms
<br />GENERAL NOTE:
<br />paces I croup li/Ivl = class
<br />EXITING:
<br />A. DESIGN OCCUPANT LOAD (MSBC 1004.1)
<br />- New Office/Retail Building: To be Determined by Final Tenant Plans
<br />B. EXITS
<br />1. Number Required (MSBC 1021.1) = 2
<br />2. Number Accessible Required (MSBC 1007.1) = 2
<br />3. Arrangement (MSBC 1015.2.1) Not Less Than 1/3 Diagonal
<br />4. Travel Distance Maximums
<br />-Exit Access (MSBC 1016.2) = 300'-0"(B) / 250'-0"(M)
<br />-Common Path of Egress (MSBC 1014.3) = 100'-0"(B) / 75'-0"(M)
<br />5. Width (The Greater of Two Conflicting Widths Shall Be Used)
<br />- Design Exit Width (MSBC 1005.3)
<br />Stairways = Not Applicable
<br />Other Components = To be Determined by Occ. Load
<br />- Stairways (MSBC 1009.4) = Not Applicable
<br />- Corridors (MSBC 1018.2) = 44"
<br />- Exit Passageways (MSBC 1023.2) = 44"
<br />- Exit Doors (MSBC 1008.1.1) = 32" Min. Clear / 48" Max. Nom.
<br />6. Doors
<br />- Swing (MSBC 1008.1.2): Side hinged swinging in direction of egress
<br />travel at occupant load greater than 49
<br />- Landings (MSBC 1008.1.6): Width no less than width of door or width of
<br />stair, whichever is greater, length in direction of travel not less than 44"
<br />- Thresholds (MSBC 1008.1.7): Max. Ht. = 1/2" (1:2 beveled edge If 1/4"
<br />or higher floor change)
<br />- Consecutive Doors (MSBC 1008.1.8): 48" + Door Width Apart
<br />- All swinging door hardware shall be lever type and be readily openable
<br />from the egress side without the use of a key or any special knowledge
<br />or effort (MSBC 1008.1.9)
<br />- Manually operated flush bolts and surface bolts are not permitted
<br />(MSBC 1008.1.8.4)
<br />- Fire Exit Hardware (MSBC 1008.1.10): Not Required
<br />OTHER:
<br />A. ACCESSIBILITY (IBC CHPT. 11 - 2015 Minnesota Accessibility Code)
<br />1. Building is Accessible
<br />B. GUARDS (MSBC 1013.1)
<br />1. 42" high min. guards shall be installed where change in levels drops 30"+
<br />C. SAFETY GLAZING (MSBC 2406)
<br />1. Safety glazing shall be installed in hazardous locations as specified
<br />D. ROOF ACCESS
<br />1. Provided
<br />PLUMBING FIXTURES:
<br />A. NUMBER OF FIXTURES REQUIRED (MSBC 2902.1)
<br />-To be Determined based on Future Tenant Occupant Loads
<br />ENERGY CODE:
<br />Minnesota Energy Code - 2015 / International Energy Conservation Code - 2012
<br />1. Climate Zone 6A
<br />2. Opaque Thermal Envelope Requirements (C402.1.2 & C402.2)
<br />-Roof Insul. Entirely Above Deck: R-30ci
<br />-Walls Above Grade (Mass): U-0.064
<br />-Slab-On-Grade Floors (Unheated): R-10 (for 24" below)
<br />-Opaque Doors (Swinging): U-0.37
<br />3. Fenestration Requirements (C402.3)
<br />-Maximum Area = 30% of Wall Area
<br />-Table C402.3 Building Envelope Requirements
<br />-U-Factor:
<br />-Fixed Fenestration: 0.36
<br />-Entrance Doors: 0.77
<br />- SHGC: 0.40
<br />MECHANICAL, ELECTRICAL, PLUMBING, & FIRE SPRINKLER SYSTEMS SHALL BE'DESIGN-BUILD' BY EACH APPLICABLE SUBCONTRACTOR. SUBCONTRACTOR SHALL
<br />COORDINATE WITH G.C. & OWNER THE PROJECT SCOPE, REQUIREMENTS, & SYSTEMS TO BE DESIGNED INTO THIS PROJECT TO ACHIEVE THE DESIGN INTENT
<br />INDICATED ON THESE DRAWINGS FOR THE BUILDING. EACH APPLICABLE SUBCONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE NECESSARY
<br />DOCUMENTS/APPLICATIONS TO THE GOVERNING JURISDICTION & TO PAY FOR ALL APPLICABLE FEES ASSOCIATED IN ORDER TO COMPLETE THEIR WORK ON
<br />THIS PROJECT TO MEET APPLICABLE GOVERNING CODES AND ORDINANCES.
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<br />PROPOSED NEW BUILDING
<br />VICTOR PATH
<br />HUGO, MINNESOTA
<br />DRAWING SCHEDULE
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<br />❑ ISSUED FOR PRELIMINARY REVIEW
<br />ISSUED FOR PERMIT/CONSTRUCTION
<br />Q ISSUED FOR REFERENCE ONLY
<br />Q ISSUED FOR CONSTRUCTION WITH REVISED INFO.
<br />GENERAL
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<br />G000 PROJECT INFORMATION
<br />ARCHITECTURAL
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<br />A100 SITE PLAN & DETAILS
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<br />A101 SITE VISIBILITY SECTIONS
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<br />A102 SITE LIGHTING PHOTOMETRIC PLAN
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<br />L100 LANDSCAPE PLAN
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<br />A200 FLOOR PLAN
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<br />A300 EXTERIOR ELEVATIONS
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<br />A301 EXTERIOR RENDERINGS
<br />CIVIL
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<br />C1.01 GRADING, DRAINAGE, & ESC PLAN
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<br />C2.01 UTILITY PLAN
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<br />C3.01 CIVIL DETAILS
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<br />C4.01 STORMWATER POLLUTION PREVENTION PLAN
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<br />C4.02 STORMWATER POLLUTION PREVENTION PLAN
<br />A R C H I T E C T S
<br />2145 Ford Parkway, Suite 301
<br />Saint Paul, Minnesota 55116
<br />651.690.5525
<br />www.finn-daniels.com
<br />CONSULTANT:
<br />PROJECT:
<br />VICTOR PLACE
<br />OFFICE/RETAIL BLDG.
<br />VICTOR PATH
<br />HUGO, MN 55038
<br />PROJECT NO.: 19025
<br />DRAWN BY: SDB / SAW
<br />CHECKED BY: SAW
<br />ISSUES AND REVISIONS:
<br />CITY OF HUGO SITE
<br />PLAN APPLICATION 02.06.2020
<br />CITY OF HUGO SITE
<br />PLAN APPLICATION-
<br />RESU BM ITTAL #1 03.05.2020
<br />BUDGET SET 04.07.2020
<br />CITY OF HUGO SITE
<br />PLAN APPLICATION
<br />FOR PLANNING COMM. 05.15.2020
<br />SHEET TITLE:
<br />PROJECT INFORMATION
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