Loading...
HomeMy WebLinkAbout2021-10-21 DTPC Packet DOWNTOWN PARKING COMMISSION October 21st, 2021 REGULAR MEETING 8:30 A.M. I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES 1. Possible approval of the September 16th, 2021 special meeting minutes IV. OPEN FORUM - The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Chairperson may reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less. V. UNFINISHED BUSINESS VI. NEW BUSINESS 2. Short Term Home Rental Parking Mitigation – 224 Main St S 3. Lora Event Center Parking Mitigation (Materials distributed Monday or Tuesday) VII. DISCUSSION VIII. FYI – STAFF UPDATES 4. Discuss Next Steps on Work Plan Priority Item – Downtown Parking Pricing Strategy Stakeholder Engagement Process (no packet materials) 5. Public Comments regarding parking ramp received since last meeting (if applicable) IX. ADJOURNMENT DOWNTOWN PARKING COMMISSION MEETING September 16, 2021 Chair McAllister called the meeting to order at 8:42 a.m. Present: Chair McAllister, Commissioners Anderson, Lepage, Rheinberger, Council Liaison Junker Absent: Commissioners Bates, Glynn, & Hopfe Staff present: Community Development Director Gladhill, City Attorney Land APPROVAL OF MINUTES Possible approval of August 19, 2021 meeting minutes Motion by Commissioner _______, seconded by Chair McAllister, to approve the minutes of the August 19, 2021 meeting. All in favor. OPEN FORUM There were no public comments. UNFINISHED BUSINESS There was no unfinished business. NEW BUSINESS There was no new business. DISCUSSION Final Check In - Draft Agenda for October 5, 2021 Joint Workshop with City Council Community Development Director Gladhill led discussion of the draft agenda and the Commission supported the draft agenda as presented. Review legal framework and City Attorney feedback on proposed Parking Mitigation Policy Community Development Director Gladhill explained that he and City Attorney Land are working on the language and legalities associated with the proposed Parking Mitigation Policy. The policy will move the City from a monthly fee, to a payment toward capacity expansion, which ties into the future construction of a second parking ramp. The construction cost is about $25,000 per stall for a ramp, $5,000 per stall for surface parking. The policy will address how to structure mitigation for new development, both commercial and residential. A parking district, previously referenced but never formally adopted, will be added to the zoning map. City Attorney Land continued discussion of the need to formalize the Parking District in the ordinance and as part of the Zoning Map as an Overlay District (currently a planning tool lacking enforcement authority). She stated that the Economic Development Authority (EDA), once it is up and running, would be the perfect oversight body for the statutory taxing district associated with the downtown parking district. The overlay district would have special rules, applied through zoning and with Downtown Parking Commission Meeting September 16, 2021 Page 2 of 2 variances, as well as in City Code with parking fees - a two pronged approach. The Planning Commission, with recommendation from the DTPC, would still be the body to grant variances. Chair McAllister asked if the existing formula related to parking requirements will be revisited once the parking district is in place. She noted that the City has been challenged by developers that its parking requirements are outdated, yet the DTPC has found that the existing requirements still seem applicable for Stillwater. Language referring to 20% capacity, and the issue of grandfathering that occurred in 2006 when mitigation fees started, should also be revisited. Businesses established prior to 2006 do not pay any parking mitigation fees. Ms. Land suggested that the overlay district will allow certain rules to be established. It may need to be divided into different zones. Mr. Gladhill added that the City and its EDA should continue to look at parking capacity and the various revenue sources. Councilmember Junker compared the parking deficit of the 200 Chestnut project, 39 spaces, with the three biggest downtown residential communities, the Territorial Prison site, the Mills and the Lofts which have provided 2.2 spaces per unit on their own site. They place zero parking burden on the streets whereas 200 Chestnut will put a big burden on street parking. Despite what developers say, Stillwater is suburban and residents need a car. Chair McAllister remarked on the cost of a residential permit (currently $20, $40 proposed). She remembered discussing whether it makes sense to charge the same for ramp parking as surface lot parking in regard to the residential permits. Councilmember Junker agreed that residential permits in the ramp should be more expensive. There are only 20-25 ramp residential permits available and there is always a waiting list. Review Capital Improvement Plan (CIP) for the Downtown Parking District Mr. Gladhill provided a high-level overview of future capital needs in the Parking District, noting that many of the planned capital projects remain unfunded. Currently Ramp #2 is in the 10 year CIP at $10 million. Current revenues are nowhere near the capital improvement funding that will be needed. Parking fee revenue basically covers enforcement but the City also must consider costs for surface lot reconstruction, which has been postponed. A surface lot maintenance schedule should be formalized. Councilmember Junker said another issue is how or whether to guarantee a certain number of spaces in a future ramp for developments that pay into the mitigation fund, and how that impacts remaining capacity. FYI/STAFF UPDATES Public Comments regarding parking ramp received since last meeting Mr. Gladhill led discussion of the need to update to a more user friendly payment system and consolidate into one system to improve financial reconciliation. 80-90% of the users are using the mobile app successfully but the remaining 10-20% are really struggling with using the iPad in the Lowell Inn lobby. He also has heard that calls to AirGarage go unanswered for hours. There also are frustrations with the gate arm breaking down. Staff is investigating different vendors. Councilmember Junker suggested staff contact the City of Hudson to see how their system is working. ADJOURNMENT Chair McAllister adjourned the meeting at 9:30 a.m. Downtown Parking Commission Meeting September 16, 2021 Page 3 of 3 ______________ Heidi McAllister, Chair ATTEST: ________________ Tim Gladhill, Community Development Director PLANNING REPORT TO: Downtown Planning Commission MEETING DATE: October 21, 2021 LANDOWNER: Nathan & Sara Jespersen REQUEST: Consideration of parking mitigation in association with changing a STHR from two-bedroom to three-bedroom. LOCATION: 224 Main Street South DISTRICT: CBD- Central Business District REPORT BY: Graham Tait, City Zoning Administrator INTRODUCTION The property at 224 Main Street South is operating a Type C Short Term Home Rental (STHR). They were previously approved for a STHR with two bedrooms, which requires one parking space. However, the property owners have an additional bedroom in the house that they would like to offer to guests, which in turn, will require an additional on-site parking spot1. This additional bedroom has been inspected by the City Building Official and does pass the requirements needed in order to be offered as an additional bedroom. SPECIFIC REQUEST The property at 224 Main Street South does not have any on-site parking spaces and currently mitigates for one parking space. The property owners are requesting to mitigate two downtown parking spaces, in order offer an additional bedroom in their STHR. FINDINGS AND RECOMMENDATIONS Of interest to the Parking Commission is the cumulative number of mitigation spaces already approved for the Downtown system, because this indicates what portion of the public system is already committed to “non-transient” vehicles and would be unavailable to other motorists. The policy has been to consider mitigation requests until mitigation projects have hit the 20% threshold, and we are still below this 20% threshold. 1 "Section 41-8. Subd. 8. (1). a. In residential zoning districts, all guest parking must be accommodated on improved driveways and improved parking surfaces on the premises. No on-street parking is allowed for guests. At a minimum, parking shall be provided as follows: […] i. Units with one to two bedrooms or sleeping areas, one space ii. Units with three-bedrooms or sleeping areas, two spaces." October 21, 2021 Page 2 Staff recommends approving the use of one more parking space with an additional mitigation cost of $10/month for a total monthly mitigation cost of $20 for this property (a total of $240/year). Google Street View: South Facade (May, 2019) PLANNING REPORT TO: Downtown Parking Commission CASE NO.: 2021-33 REPORT DATE: October 19, 2021 MEETING DATE: October 21, 2021 APPLICANT: Elevage Group (Lora Hotel) c/o Corey Burstad LANDOWNER: Grand Garage Holdings REQUEST: Co nsideration of a Parking Mitigation LOCATION: 324 Main Street South (back half only) DESIGNATION: N/A DISTRICT: Downtown Design Review District Downtown Commercial Historic District (Natio nal Registry) Noncontributing Building CBD: Central Business District (underlying Zoning District) REPORT BY: Tim Gladhill, Community Development Director INTRODUCTION Corey Burstad of Elevage Group has submitted a Design Permit application to convert the rear of the Grand Garage building, formerly occupied by Lion’s Tavern, into the Lora Hotel Event Center. There are two (2) major components of the project. 1. Reconstruction of Nelson Street Entrance (south façade), including painting of existing stucco wall 2. Reconstruction of outdoor patio, including revisions to rear wall (west) facade HPC 2021-33 Page 2 of 3 Google Street View: North and West Facades (2019) SPECIFIC REQUEST Staff is seeking direction on appropriate Parking Mitigation (if applicable). ANALYSIS This space was previously utilized as a restaurant with an outdoor patio. The App licant notes that the use will be similar to the previous use, except that the restaurant will not be open to the public, yet utilized for private events. Additionally, the event center/assembly hall will be a component of the Lora Hotel. It would seem appropriate that some co mpromise would be appropriate. ALTERNATIVES The Downtown Parking Commission has alternatives related to this request. A. Approve. B. Approve a compromise. C. Recommend Denial. If the HPC finds that the proposal is not consistent with the findings set forth for the granting of a Design Permit , then the Commission may deny the request. With a denial, the basis of action is required to be given. Furthermore, a denial with prejudice would prohibit the applicant from resubmittal of a similar application for one year. D. Table. If the HPC needs additional information to make a decision, the request may be tabled to the following hearing. FINDINGS AND RECOMMENDATION Staff recommends a compromise solution taking into consideration the previous use and the joint nature with the Lora Hotel. It is likely that some of the attendees of an event at the future Lora Event Center, but not all, would also be patrons of the Lora Hotel. Proposed calculations are below. HPC 2021-33 Page 3 of 3 Existing Restaurant (1 per 120 square feet) *Includes partial credit for outdoor seating 20 Proposed Event Center (1 per 3 seats) 48 Delta/Difference/Required Mitigation 33 Potential Compromise/Joint Use 15 *Note: if calculating outdoor seating as well, an additional 20 stalls could be credited. In summary, given the relatively close nature of the previous use and the joint nature of the connection to the Lora Hotel, Staff recommends a compromise of mitigation of 15 parking stalls. The current mitigation fee is $10/month ($150/month total). Final note – as the Downtown Parking Commission is aware, the City is evaluating a better way to approach these mitigation fees in the future. Staff is in the process of preparing said required ordinance and additional options. Staff is open to other alternatives. The Downtown Parking Commission could recommend that the use (from a parking demand perspective) has not changed from the previous use and therefore is not subject to the mitigation fee. However, Staff’s current recommendation is based on the current City Code structure. Attachments: Proposed Plans Proposed Elevations Cc: Corey Burstad OWNER ELEVAGE DEVELOPMENT GROUP 10901 BALTIMORE ST. NE BLAINE, MN 55449 PHONE:(612) 280-4328 CONTACT:COREY BURSTAD E-MAIL: COREY@ELEVAGEDEVELOPMENT.COM ARCHITECT OF RECORD SHEA 10 SOUTH EIGHTH STREET MINNEAPOLIS, MN 55402 PHONE:(612) 339-2257 CONTACT 1:JORDAN BROOKENS E-MAIL:JORDANB@SHEADESIGN.COM CONTRACTOR STRUCTURAL ENGINEER M.E.P. ENGINEER CIVIL ENGINEER FOOD SERVICE TBD DESIGN / BUILD TBD CIVIL SITE GROUP, INC. 4931 W. 35TH ST, SUITE 200 ST. LOUIS PARK, MN 5541 PHONE:(612) 615-0060 CONTACT:PATRICK SARVER E-MAIL: PSARVER@CIVILSITEGROUP.COM ERA STRUCTURAL ENGINEERING 2550 UNIVERISTY AVE. W. STE. 423S ST. PAUL, MN 55114 PHONE:(651) 251-7570 CONTACT:MIKE STEENSON E-MAIL:MSTEENSON@ERAENG.COM PROJECT TEAM Name Elevation _______(SIM) XXX X ALIGN ROOM NAME XXX 150 SF101 1i 1A3 1 1 1 ?t PT-12 BS-13 CPT-14 ACT-11 BS-1 (EXST) DENOTES EXTENT OF FLOOR MATERIAL DENOTES EXTENT OF FLOOR MATERIAL 1 = CEILING FINISH TYPE 2 = WALL FINISH TYPE 3 = BASE FINISH TYPE 4 = FLOOR FINISH TYPE DENOTES FINISH REFERENCE SYMBOL (SEE FINISH PLAN) NOTE: SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION. DENOTES FURNITURE TYPE (SEE FURNITURE SCHEDULE) DENOTES ELEVATION REFERENCE SYMBOL (SEE ELEVATIONS) _______(SIM) XXX X _______(SIM) XXX X _______(SIM) XXX X DENOTES SECTION/ DETAIL REFERENCE SYMBOL (SEE DETAILS AND SECTIONS) DENOTES DETAIL REFERENCE SYMBOL (SEE DRAWINGS) DENOTES DETAIL AND ENLARGED PLAN REFERENCE SYMBOL (SEE DETAILS AND ENLARGED PLANS) DENOTES REVISION DELTA REFERENCE SYMBOL (SEE DRAWINGS) DENOTES WINDOW TYPE REFERENCE SYMBOL (SEE DRAWINGS) DENOTES DEMOLITION PLAN KEY NOTE REFERENCE SYMBOL (SEE DEMOLITION PLAN) DENOTES PLAN KEY NOTE REFERENCE SYMBOL (SEE PLANS) DENOTES TO ALIGN FACE OF OBJECTS (SEE DRAWINGS) DENOTES ELEVATION REFERENCE SYMBOL (SEE INTERIOR ELEVATIONS) DENOTES PARTITION TYPE (SEE PARTITION SHEET FOR TYPES) DENOTES ROOM NAME AND NUMBER DENOTES AREA NOT IN CONTRACT DASHED LINES DENOTE EXISTING CONSTRUCTION TO BE REMOVED INCLUDING: PARTITIONS, DOORS, FRAMES, HARDWARE, ELECTRICAL, CABINETS, GLAZING AND FRAMES, ETC. DENOTES DOOR NUMBER (SEE DOOR SCHEDULE FOR TYPE AND DETAILS) DENOTES NEW DOOR AND FRAME (SEE DOOR SCHEDULE FOR TYPE AND DETAILS) NEW PARTIAL HEIGHT WALL CONSTRUCTION (SEE PARTITION SHEET FOR TYPES) NEW WALL CONSTRUCTION (SEE PARTITION SHEET FOR TYPES) DENOTES EXISTING DOOR TO REMAIN SHADED AREAS DENOTE EXISTING CONSTRUCTION AND STRUCTURAL ELEMENTS TO REMAIN, PATCH AND REPAIR SURFACES AFFECTED BY DEMOLITION AS REQUIRED FOR NEW FINISHES CPT-2CPT-1 PROJECT SYMBOLS #DENOTES ADD ALTERNATE / DEDUCTS SYMBOL (SEE DRAWINGS) SITE MAP PROJECT LOCATION SITE NORTH GENERAL PROJECT NOTES 1. AIA DOCUMENTS A201 AND A101 SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, LOCAL AND MUNICIPAL BUILDING AND ZONING CODES, AS WELL AS ANY AND ALL REGULATORY AGENCIES, INCLUDING, BUT NOT LIMITED TO, ANSI, OSHA, ETC. GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. 3. THE TERMS "CONSTRUCTION CONTRACTOR," "GENERAL CONTRACTOR, G.C., CONSTRUCTION MANAGER/MANAGEMENT" AND "CONTRACTOR" SHALL BE UNDERSTOOD TO BE THE SAME UNLESS SPECIFICALLY NOTED OTHERWISE. 4. G.C. SHALL PROVIDE ALL THE DRAWINGS, COMPLETED PAPERWORK AND CERTIFICATES OF INSPECTION AND SHALL PERFORM ALL THE CONTROLLED INSPECTIONS AS REQUIRED FOR BUILDING DEPARTMENT SIGN OFF. 5. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT TO ALLOW OTHER CONTRACTS TO PERFORM WORK IN CONNECTION WITH THE PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK AND ESTABLISHING SCHEDULES FOR ALL TRADES; THEY SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND EQUIPMENT AND THE EXECUTION OF THEIR WORK. 6. DRAWINGS ARE NOT TO BE SCALED; DIMENSIONS GOVERN. 7. ALL WORK IS TO CONFORM TO THE CONTRACT DOCUMENTS AND SHALL BE NEW AND OF THE BEST QUALITY OF THE KINDS SPECIFIED. 8. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED AS DIRECTED BY THE SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARD PRACTICE AND IN COMPLIANCE WITH PRODUCT WARRANTY. 9. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY WITH ALL REGULATIONS OF THE BUILDING MANAGEMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM THE BUILDING OWNER. IN THE EVENT OF CONFLICT BETWEEN BUILDING REGULATIONS AND OTHER CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE CONSULTED PRIOR TO PROCEEDING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING MANAGEMENT THE USE OF ELEVATOR OR OTHER HOISTING FACILITIES FOR HANDLING THE DELIVERY OF MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL SUB-TRADES OF CONDITIONS REGARDING ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND LOADING WEIGHT CAPACITIES. 11. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, CORRIDORS, TOILETS, AND SERVICE HALLS SHALL BE PROTECTED TO THE SATISFACTION OF THE BUILDING MANAGEMENT. EQUIPMENT AND OTHER PROPERTY BELONGING TO THE BUILDING SHALL ALSO RECEIVE PROTECTION AND REFURBISHING IF DAMAGED IN THE COURSE OF CONSTRUCTION, MUST BE REPAIRED TO THE SATISFACTION OF BUILDING MANAGEMENT. 12. CONSTRUCTION PERSONNEL MUST CARRY PROPER IDENTIFICATION AT ALL TIMES. 13. ALL CONSTRUCTION TOOLS AND EQUIPMENT SHALL MEET REQUIREMENTS OF OSHA AND ALL APPLICABLE REGULATORY AGENCIES. 14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT, AS REQUIRED, ALL TENANT OCCUPIED AREAS WHERE FINISH WORK OR GENERAL CONSTRUCTION IS TO BE PERFORMED. GENERAL CONTRACTOR TO INSTALL ADEQUATE PROTECTION OF BUILDING PAPER, MASONITE, OR OTHER APPROVED MATERIAL ON ALL FINISHED SURFACES AS DIRECTED BY THE ARCHITECT PRIOR TO THE OWNER'S MOVING DATE, AND SHALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE 15. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BY THEIR SUBCONTRACTORS. 16. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF APPLICABLE CODES: RULES AND REGULATIONS ALL IN THEIR LATEST EDITION OF ALL AUTHORITIES HAVING JURISDICTION OVER WORK OF THIS TYPE, INCLUDING THE RULES AND REGULATIONS OF THE BUILDING MANAGEMENT. 17. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE OWNER'S REVIEW PRIOR TO AWARDING OF CONTRACT. THE GENERAL CONTRACTOR MUST SUBMIT A LIST OF THEIR PROPOSED SUBCONTRACTORS WITH THE SUBMISSION OF THIS BID, AS WELL AS EVIDENCE THAT THOSE SUBCONTRACTORS REQUESTED TO BE AFFORDED THE OPPORTUNITY TO BID HAVE HAD THAT OPPORTUNITY AND HAVE RESPONDED. 18. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. THEY SHALL REPAIR, AT THEIR OWN COST, ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY THEIR OPERATION. 19. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER AND/OR BUILDING MANAGEMENT CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING MANAGEMENT FOR WORKER'S COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. THE OWNER AND/OR BUILDING MANAGEMENT SHALL BE NAMED "ADDITIONAL INSURED" ON ALL CERTIFICATES OF INSURANCE, INCLUDING THE ARCHITECT. 20. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM, AS ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION ANY AND ALL REVISIONS POST PERMIT APPROVAL REQUIRING REVIEW AND INCORPORATION INTO THE APPROVED CONSTRUCTION DOCUMENTS. 22. STEEL STAIRS ARE A DELEGATED DESIGN TO STEEL FABRICATORS SPECIALTY ENGINEER.DRAWINGS SIGNED & SEALED BY LICENSED STRUCTURAL ENGINEER ARE REQUIRED.REFER TO METAL FABRICATIONS SPECIFICATION. 23. XXXX SHEET INDEXCODE DATA Service Sinks PLUMBING FIXTURE COUNT Drinking Fountains Bathtubs / ShowersMale*Female Male Female CODE REQUIREMENT: REQUIRED FIXTURES: PROVIDED FIXTURES: --- ------ ** * URINALS CAN NOT BE MORE THAN 67% OF THE FIXTURES REQUIRED. ** DRINKING FOUNTAINS NOT REQUIRED, WATER TO BE SERVED. HI/LOW DRINKING FOUNTAINS OR BOTTLED WATER SERVICE REQUIRED IF WATER IS NOT SERVED. 185 1--- 3 3 1 1 185185 185 ---1 --- 1 OCCUPANCY RATIO: (185 Male (50%) / 185 Female (50%)) Water Closets (1/75)Lavatories (1/200) OCCUPANCY TYPE: ASSEMBLY - A2 OCCUPANTS: 370 1:1-75 1:1-75 1:1-200 1:1-200 1:1-500 3 4 2 3 0 1 2015 MINNESOTA STATE PC EGRESS WIDTH:(210 OCCUPANTS) x (0.15 WITH SPRINKLER)32"248" BUILDING EGRESS: (Per 1005.1) MINIMUM NUMBER OF EXITS:2 4 EXIT CAPACITY: (Pre 1006.1) MINIMUM DISTANCE (1/3 DIST. OF DIAGONAL DIST. WITH SPRINKLER [154'-10"])51'-7"66'-10"EXIT SEPARATION DISTANCE: (Per 1007.1) 250'-0" 148'-9"(WITH SPRINKLER) TRAVEL DISTANCE MAXIMUM: (Per 1017.2) (WITH SPRINKLER)75'-0" 66'-9" COMMON TRAVEL PATH MAXIMUM: (Per 1006.2.1) PROV.REQ'DLEVEL NAME:FIRST FLOOR OCCUPANCY TYPE:A-2 REQUIRED EGRESS AND EXITING PROJECT INFORMATION KEY PLAN PROJECT NAME: PROJECT ADDRESS: PROJECT SCOPE: GRAND GARAGE 324 MAIN ST. S. STILLWATER, MN 55082 SUBMITTAL TO START PROCESS FOR A 7, 044 SF INTERIOR RESTAURANT & BAR RENOVATION. THIS SUBMITTAL ALSO INCLUDES THE INTENT TO ESTABLISH AN ACCESSIBLE ROUTE FROM AN EXISTING BLDG. ACCESS POINT ON NELSON STREE, AND DEMOLITION WORK TO THE EXISTING EXTERIOR PATIO. FUTURE SUBMITTAL TO INCLUDE PATIO AND TRELLIS DESIGN/DETAILS WITH INTEGRATED CIVIL DRAWINGS. GRAND GARAGE INTERIOR FIT OUT 324 MAIN ST. S. STILLWATER, MN 55082 DRAWING ISSUE DATA: PERMIT SET 2021-08-13 2021-08-13 DATE ISSUED REG. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE PRINTED NAME consultant project title seal project no. sheet title drawn client issue date checked CIVIL SITE GROUP, INC. 4931 W. 35TH ST, SUITE 200 ST. LOUIS PARK, MN 5541 ERA STRUCTURAL ENGINEERING 2550 UNIVERISTY AVE. W. STE. 423S ST. PAUL, MN 55114 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 12982 David A. Shea III 08.13.2021 8/14/2021 1:01:12 AMC:\Revit Projects\A21_8496.00 COREY BURSTAD - EVENT HALL, STILLWATER, MN_JordanB-SHEA.rvt8496.00 KM JB , SO TITLE SHEET G100 © 2020 shea, inc. PERMIT SET COREY BURSTAD 10901 BALTIMORE ST. NE BLAINE, MN 55449 2021-08-13 GRAND GARAGE INTERIOR FIT OUT 324 MAIN ST. S. STILLWATER, MN 55082 2021-08-13 SHEETS DRAWINGS PERMIT SET 08/13/2021 SHT. NO. NAME ■G100 TITLE SHEET ■G200 ACCESSIBLE DETAILS ■G300 LIFE SAFETY PLAN ■D010 DEMO PATIO PLAN ■D110 DEMO FLOOR PLAN ■D120 DEMO CEILING PLAN ■A110 FLOOR PLAN ■A120 REFLECTED CEILING & LIGHTING PLAN ■A140 FINISH PLAN ■A191 FINISH SCHEDULE AND SPECIFICATIONS ■A210 EXTERIOR ELEVATIONS ■A240 INTERIOR ELEVATIONS ■A241 INTERIOR ELEVATIONS ■A310 BUILDING SECTIONS ■A410 ENLARGED SUITE/OFFICE PLAN ■A460 ENLARGED PLAN - RESTROOMS ■A510 BUILDING AND PLAN DETAILS ■A610 PARTITION & DOOR TYPES, SCHEDULES, DETAILS ABBREVIATIONS A.F.F.ABOVE FINISHED FLOOR AC.ACOUSTICAL AC.T.ACOUSTICAL TILE ADJ.ADJACENT ADJT.ADJUSTABLE A/C AIR CONDITIONING ALT.ALTERNATE ALUM.ALUMINUM A.B.ANCHOR BOLT ANOD.ANODIZED APPROX.APPROXIMATE ARCH.ARCHITECT (URAL) AUTO.AUTOMATIC BSMT.BASEMENT BM.BEAM BRG.BEARING BET.BETWEEN B.L.BUILDING LINE BLK.BLOCK BLKG.BLOCKING BD.BOARD BOT.BOTTOM BLDG.BUILDING B.U.R.BUILT UP ROOFING CAB.CABINET CPT.CARPET (ED) C.I.CAST IRON C.I.F.CAST IN FIELD CLG.CEILING CLG.HT.CEILING HEIGHT CEM.CEMENT CTR.CENTER C.T.CERAMIC TILE CLR.CLEAR (ANCE) CLO.CLOSET COL.COLUMN CONC.CONCRETE (CAST IN PLACE) C.M.U.CONCRETE MASONRY UNIT CONST.CONSTRUCTION CONST.JT.CONSTRUCTION JOINT CONT.CONTINUOUS/CONTINUE C.J.CONTROL JOINT C.G.CORNER GUARD CORR.CORRIDOR C.W.COLD WATER/CURTAIN WALL D.DEEP/DEPTH DET.DETAIL DIAG.DIAGONAL DIA.DIAMETER DIF.DIFFUSER DIM.DIMENSION DISP.DISPENSER DR.DOOR DWR.DRAWER DWG.DRAWING E.EAST ELEC.ELECTRIC (AL) E.W.C.ELECTRIC WATER COOLER EL.ELEVATION ELEV.ELEVATION EMER.EMERGENCY ENC.ENCLOSE (URE) EQ.EQUAL EQUIP.EQUIPMENT EXH.EXHAUST EXIST.EXISTING EXP.JT.EXPANSION JOINT EXP.EXPOSED EXT.EXTERIOR F.R.P.FIBERGLASS REINFORCED PANEL FIN.FINISH (ED) F.A.FIRE ALARM F.H.S.FIRE HOSE STATION FP.FIREPROOFING F.P.S.C.FIRE-PROOF-SELF-CLOSING F.R.T.FIRE RETARDANT TREATED F.R.FIRE-RESISTANT FLR.FLOOR (ING) F.D.FLOOR DRAIN FLUOR.FLUORESCENT FT.FOOT FTG.FOOTING FND.FOUNDATION F.A.I.FRESH AIR INTAKE F.S.FULL SIZE FURR.FURRED (ING) FUT.FUTURE GA.GAGE, GLAZING GALV.GALVANIZED GL.GLASS, GLAZING GL.BLK.GLASS BLOCK G.T.GRANITE TILE G.GRANITE GYP.BD.GYPSUM WALLBOARD G.W.B.GYPSUM WALLBOARD HBD.HARDBOARD HDW.HARDWARE HDWD.HARDWOOD HDR.HEADER H.O.HIGH OUTPUT HTG.HEATING H.V.A.C.HEATING/VENTILATION/AIR COND. HT.HEIGHT H.HIGH H.P.HIGH POINT H.C.HOLLOW CORE H.M.HOLLOW METAL HORIZ.HORIZONTAL H.B.HOSE BIBB H.W.HOT WATER HR.HOUR HYD.HYDRANT IN.INCH INCL.INCLUDE (D) (ING) I.D.INSIDE DIAMETER INSUL.INSULATE (D) (ION) INT.INTERIOR JAN.JANITOR JT.JOINT KIT.KITCHEN K.O.KNOCK OUT LBL.LABEL LAB.LABORATORY LAD.LADDER LAM.LAMINATE (D) LAV.LAVATORY L.H.LEFT HAND L.LENGTH LT.LIGHT LT.WT.LIGHTWEIGHT LIN.LINEAR LVR.LOUVER L.P.LOW POINT MFR.MANUFACTURE (R) MATL.MATERIAL (S) MAX.MAXIMUM MECH.MECHANIC (AL) MED.MEDIUM MEMB.MEMBRANE MTL.METAL MEZZ.MEZZANINE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS MLD.MOLDING, MOULDING M.R.MOISTURE RESISTANT MT.MOUNT (ED) (ING) MOV.MOVABLE MULL.MULLION NAT.NATURAL NOM.NOMINAL N.NORTH N.I.C.NOT IN CONTRACT N.T.S.NOT TO SCALE NO.NUMBER OFF.OFFICE O.C.ON CENTER (S) OPG.OPENING OPP.OPPOSITE O.D.OUTSIDE DIAMETER O.A.OVERALL PARQ.PARQUET FLOORING PTD.PAINT (ED) PNL.PANEL P.BD.PARTICLE BOARD PTN.PARTITION PERF.PERFORATE (D) P.PERSON (S) PLAS.PLASTER P.LAM.PLASTIC LAMINATE PL.PLATE PLGL.PLATE GLASS PLMG.PLUMBING PWD.PLYWOOD PT.POINT PVC.POLYVINYL CHLORIDE P.S.F.POUNDS PER SQUARE FOOT P.S.I.POUNDS PER SQUARE INCH P.L.PROPERTY LINE Q.T.QUARRY TILE RAD.RADIUS RECP.RECEPTACLE REF.REFERENCE REG.REGISTER REINF.REINFORCE (D) (ING) RESIL.RESILIENT RET.RETURN R.A.RETURN AIR REV.REVISION (S), REVISED RM.ROOM R.O.ROUGH OPENING SCH.SCHEDULE SEC.SECOND, SECTION SHT.SHEET SIM.SIMILAR S.C.SOLID CORE S.SOUTH SPK.SPEAKER SPEC.SPECIFICATION (S) SQ.SQUARE S.Y.SQUARE YARD S.S.STAINLESS STEEL STD.STANDARD STL.STEEL STOR.STORAGE S.D.STORM DRAIN STRUCT.STRUCTURAL SUSP.SUSPENDED SYM.SYMMETRY (ICAL) SYS.SYSTEM TEL.TELEVISION TEMP.TEMPERED TERR.TERRAZZO THK.THICK (NESS) THRES.THRESHOLD TOL.TOLERANCE T&G.TONGUE AND GROOVE T.O.C.TOP OF CURB T.O.S.TOP OF SLAB T.O.STL.TOP OF STEEL T.O.W.TOP OF WALL T.TREAD TX.TRANSFORMER TYP.TYPICAL UNF.UNFINISHED U.O.N.UNLESS OTHERWISE NOTED V.B.VAPOR BARRIER VAR.VARIES, VARNISH VNR.VENEER VERT.VERTICAL VEST.VESTIBULE V.VINYL V.C.T.VINYL COMPOSITION TILE V.I.F.VERIFY IN FIELD W.T.W.WALL TO WALL W.C.WATER CLOSET WP.WATERPROOFING WS.WEATHER STRIPPING WT.WEIGHT W.W.F.WELDED WIRE FABRIC W.WEST, WIDE, WIDTH W/WITH WDW.WINDOW W.GL.WIRED GLASS W/O WITHOUT WD.WOOD W.P.WORKING POINT # ADD ALTERNATE ADD ALTERNATES / DEDUCTS ALT. NO.DESCRIPTION TRUE NORTH no. date issued for 1 2 2 2 3 3 4 4 5 4 7 7 7 7 8 8 8 9 9 9 9 10 10 11 12 12 13 1414 15 15 2 14 16 17 18 19 20 21 14 22 23 24 11 11 11 25 25 25 8 REMAINS 10'-9" DEMOLITION NOTES 1. SEE ALL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 2. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES. 3. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION. 4. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOB WHERE REQUIRED. 5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION AND CONSTRUCTION INCLUDING ALL STROBES. 6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB. 7. SEE DESIGN BUILD M.E.P. FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITH BOTH THE BUILDING MANAGEMENT/LANDLORD AND THE ARCHITECT PRIOR TO ITS REMOVAL. 8. SEE DESIGN BUILD M.E.P. AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRING TO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION. 9. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BE REMOVED SHALL BE REVIEWED BY CLIENT CONSULTING ENGINEER AND ANY OTHER CONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK. 10. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THE OPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TO COMPLY WITH THIS REQUIREMENT. 11. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMOVING CONDUITS AND CABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS AS REQUIRED TO ANY CABLES AND CONDUITS. 12. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY AND ALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE. 14. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THE PROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION. 15. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBING FIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB. 16. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREAS THROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION. 17. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDING AREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK". 18. ALL EXISTING WALLS, COLUMNS, AND PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHED AND REPAIRED TO RECEIVE NEW FINISHES. 19. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN. 20. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION. 21. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY. 22. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES. 23. DEMOLITION CONTRACTOR TO REMOVE FLOORING, INCLUDING BUT NOT LIMITED TO CARPET, VCT, STONE OR ANY OTHER FLOORING IN THE SPECIFIED AREA, INCLUDING REMOVAL OF ANY AND ALL ADHESIVES, TACK STRIPS, PADDING AND PRIOR FLASHING IN ORDER TO ACHIEVE A SMOOTH AND LEVEL FLOOR. -LOCATIONS NOTED ON PLANS 24. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTED AREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THE LANDLORD MIGHT WANT TO REUSE. 25. DEMOLITION CONTRACTOR TO REMOVE ALL CEILINGS AND GRIDS IN EFFECTED AREA AND CONSULT WITH ARCHITECT AS TO THE EXTENT OF REMOVAL OF BLACK IRON SUPPORTS IF THEY EXIST, TO SEE IF ANY CEILING MATERIALS CAN BE REUSED OR COMPLETELY REMOVED. 26. DEMOLITION CONTRACTOR TO REMOVE ANY OR ALL OUTLETS IN ANY EXISTING WALLS, CONVECTORS AND COLUMNS THEN PATCH AS REQUIRED, SO THAT NO VISIBLE ASPECTS OF THOSE DEVICES ARE SHOWN. 27. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITH ELECTRICAL DRAWINGS. 28. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BE CONTRACTED SEPARATELY, IF REQUIRED. 29. REUSE OF MATERIAL: GENERAL CONTRACTOR TO REMOVE FROM SITE ALL ITEMS DEEMED NOT REUSABLE BY CLIENT. 30. DEMOLITION CONTRACTOR TO REMOVE ALL WIRES FROM UNDER FLOOR DUCT AND CELLS SHALL BE CLEAN AND CAP ALL HOLES. 31. DEMOLITION CONTRACTOR TO VISIT SITE AND UNDERSTAND THE SCOPE OF WORK. SEE ENGINEERING (OR DESIGN BUILD M.E.P.) DRAWINGS FOR ANY ADDITIONAL INFORMATION. 32. DEMOLITION CONTRACTOR MUST KEEP ALL DEBRIS REMOVED FROM SITE SEPARATE FROM THE BUILDING TRASH. 33. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS AND PROPER CLOTHING MATERIALS MUST BE WORN DURING ANY CUTTING, WHETHER BY HAND OR BY MECHANICAL MEANS. 34. CONTRACTOR TO PROVIDE DUST PROOF, RIGID, BARRIERS, AS APPROPRIATE TO DEFINE VARIOUS SEGMENTS. BARRIERS TO MAINTAIN EXITING, SECURITY, MECHANICAL, FIRE-LIFE SAFETY REQUIREMENTS FOR BUILDING OCCUPANTS. DATE ISSUED REG. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE PRINTED NAME consultant project title seal project no. sheet title drawn client issue date checked CIVIL SITE GROUP, INC. 4931 W. 35TH ST, SUITE 200 ST. LOUIS PARK, MN 5541 ERA STRUCTURAL ENGINEERING 2550 UNIVERISTY AVE. W. STE. 423S ST. PAUL, MN 55114 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 12982 David A. Shea III 08.13.2021 8/14/2021 1:01:10 AMC:\Revit Projects\A21_8496.00 COREY BURSTAD - EVENT HALL, STILLWATER, MN_JordanB-SHEA.rvt8496.00 KM JB , SO DEMO PATIO PLAN D010 © 2020 shea, inc. PERMIT SET COREY BURSTAD 10901 BALTIMORE ST. NE BLAINE, MN 55449 2021-08-13 GRAND GARAGE INTERIOR FIT OUT 324 MAIN ST. S. STILLWATER, MN 55082 2021-08-13 SCALE: 1/8" = 1'-0"D010 1 DEMO PATIO PLAN (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) DEMO PATIO KEY NOTES NO.DESCRIPTION REV. 1 DEMOLISH FULL EXTENT OF EXTERIOR BAR STRUCTURE 2 EXISTING AUDIO SPEAKER & WOOD POST - COORDINATE WITH / OWNER FOR REUSE 3 SALVAGE & RELOCATE (3) ARBORVITES - SEE LANDSCAPE DRAWINGS FOR NEW LOCATIONS 4 DEMOLISH RAISED PLANTER 5 DEMOLISH EXTERIOR COOLER IN ITS ENTIRETY 7 CLEAR DEBRIS, LEAVES, AND OVERGROWTH/WEEDS - SEE LANDSCAPE DWGS 8 CLEAN LIMESTONE ROCKS FROM DEBRIS -EXISTING VINES ON STONE BLOCKS TO REMAIN 9 COORDINATE WITH OWNER FOR RELOCATION OF EXISTING PLANTS / GRASSES - COORDINATE WITH FUTURE LANDSCAPE DRAWINGS 10 REFER TO SHEET D110 FOR DEMO EXTENT AT BUILDING 11 CONCRETE WALL & METAL RAIL TO REMAIN 12 DEMOLISH PORTION OF METAL FENCE 13 DEMOLISH WOOD PERGOLA & POSTS 14 DEMOLISH CONCRETE RAMP, PARTIAL WALL, AND CURB 15 DEMOLISH FULL EXTENT OF CONCRETE SLAB - NEW CONCRETE PATIO SLAB TO MATCH EXISTING HEIGHT. COORDINATE WITH FUTURE CIVIL DRAWINGS. 16 DEMOLISH CONCRETE SLAB IN ITS ENTIRETY 17 EXISTING DRAIN TUBE - COORDINATE WITH CIVIL DRAWINGS 18 REMOVE EXISING VINES ON WALL FACE 19 DEMOLISH ALL STRING LIGHTING - COORDINATE WITH OWNER FOR REUSE. 20 REMOVE EXISTING GAS FIREPIT - SEE NEW PATIO PLAN FOR GAS EXTENTS 21 EXISTING WATER SPICKET TO REMAIN 22 EXISTING GARAGE TO REMAIN, PREPARE FOR NEW PAINT 23 DEMOLISH EXISTING ASPHALT DRIVE - PREPARE FOR RESURFACING - COORDINATE WITH FUTURE CIVIL DRAWINGS 24 REMOVE DARK MOSS OVERGROWTH FROM ROCKS 25 EXISTING WOOD PERGOLAS TO REMAIN PROJECT NORTH no. date issued for EXTERIOR ELEVATION NOTES 1. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING AND SIGNAGE DRAWINGS FOR ALL PENETRATIONS THROUGH THE EXTERIOR ENVELOPE. 2. SEE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING LAYOUT. 3. BUILDING SIGNAGE AND AWNINGS ARE UNDER A SEPARATE PERMIT AND NOT PART OF THIS PLAN REVIEW. G.C. TO PROVIDE BLOCKING AND POWER FOR ALL SIGNAGE - G.C. TO COORDINATE WITH VENDOR AND DRAWINGS. 4. SIGN VENDOR TO PROVIDE VINYL ON GLAZING. 5. ADDRESS SIGN LOCATION MUST BE PLAINLY VISIBLE AND LEGIBLE FROM PRIMARY OR MAIN ROAD -MIN. 5" HIGH. CONFIRM W/ LOCAL AUTHORITIES. 6. MOUNT KNOX BOX 6'-0" ABOVE GRADE. CONFIRM EXACT LOCATION WITH FIRE MARSHALL. 7. PROVIDE CONTROL JOINTS AT ALL COLOR AND FINISH MATERIAL TRANSITIONS. 8. XXXX P R E L IM IN A R Y LEVEL 1 100' -0" B.O. DECK 114' -2" 3 A010 _______ 1 A310 _______ 1 A310 _______4 A010 _______ 13 13 6 12 4 116A 116B 4 6 6 4 6 46"6"4142 7 PT-8 14 11 5 314 LEVEL 1 100' -0" B.O. DECK 114' -2" PARAPET 118' -0" LOWER OFFICE LEVEL 97' -1" PATIO TURF LAWN 97' -3" 2 A310 _______ 2 A310 _______ 11 11 11 11 11 8 PT-9 100 10 9 7 PT-8 2 8 PT-9 MTL-5 3 LEVEL 1 100' -0" B.O. DECK 114' -2" LOWER OFFICE LEVEL 97' -1" 2 A310 _______ 2 A310 _______ 11 11 11 11 7 PT-8 44 3 13 12 14 DATE ISSUED REG. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE PRINTED NAME consultant project title seal project no. sheet title drawn client issue date checked CIVIL SITE GROUP, INC. 4931 W. 35TH ST, SUITE 200 ST. LOUIS PARK, MN 5541 ERA STRUCTURAL ENGINEERING 2550 UNIVERISTY AVE. W. STE. 423S ST. PAUL, MN 55114 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 12982 David A. Shea III 08.13.2021 8/14/2021 1:00:46 AMC:\Revit Projects\A21_8496.00 COREY BURSTAD - EVENT HALL, STILLWATER, MN_JordanB-SHEA.rvt8496.00 KM JB , SO EXTERIOR ELEVATIONS A210 © 2020 shea, inc. PERMIT SET COREY BURSTAD 10901 BALTIMORE ST. NE BLAINE, MN 55449 2021-08-13 GRAND GARAGE INTERIOR FIT OUT 324 MAIN ST. S. STILLWATER, MN 55082 2021-08-13 (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) EXTERIOR KEY NOTES NO.DESCRIPTION NO. 1 WOOD SLAT TRELLIS, SEE DETAILS FOR ADDITIONAL INFORMATION 2 NEW GLAZING, SEE ELEVATIONS FOR ADDITIONAL INFORMATION 3 NEW ROOF CANOPY, COORDINATE WITH FUTURE STURCTURAL DRAWINGS. 4 NEW POSTS, COORDINATE WITH FUTURE STRUCTURAL DRAWINGS 5 EXISTING ROCK RETAINING WALL 6 INFILL VOID WITH NEW BRICK 7 PAINT EXISTING CORNICE 8 PAINT EXISTING STUCCO, COLOR TBD. 9 EXISTING WOOD SIGN TO REMAIN 10 NEW SIGNAGE AS PART OF SEPARATE SUBMITTAL 11 EXISTING GLAZING, NO WORK 12 EXISTING RETAINING WALL, NO WORK 13 EXISTING GUARDRAIL, NO WORK 14 EXISTING BRICK, NO WORK SCALE: 1/4" = 1'-0"A210 1 EXTERIOR ELEVATION - WEST SCALE: 1/4" = 1'-0"A210 2 EXTERIOR ELEVATION - SOUTH SCALE: 1/4" = 1'-0"A210 3 EXTERIOR ELEVATION - NORTH no. date issued for STILLWATER EVENT CENTER May 19, 20198496.00 Page 7 COURTYARD EXTERIOR SENSING • Enchanting • Wanderlust • Inviting STILLWATER EVENT CENTER May 19, 20198496.00 Page 9 COURTYARD OPTION 1 - VIEW STILLWATER EVENT CENTER May 19, 20198496.00 Page 8 COURTYARD OPTION 1 PAINT EXITING COURTYARD BRICK FACADE WHITE METAL PANEL OVER STUCCO LANDSCAPE LIGHTING AND TURF GRASS EXTERIOR STRUCTURE OVER BAR AND PRE-FUNCTION EXISTING SITE VIEW SIGNAGE )!%#)!%# ! &#’%!%#"