Review and take action on site plan for a new 15,300 square-foot building on Parcel VH-1517, North Kimps Court

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1 Meeting Date: March 2, 20 Item: #20 VILLAGE OF HOWARD STAFF REPORT REPORT TO: REPORT FROM: REPORT SUBJECT: Burt McIntyre, President Village Plan Commission Village Board of Trustees Dave Wiese, Director of Community Development Review and take action on site plan for a new,00 squarefoot building on Parcel VH, North Kimps Court Project Name Applicant Name/Contact No. Consulting Planner and/or Engineer Size of Parcel Existing Zoning Requested Zoning Abbreviated Legal Comp. Land Map Designation BASIC INFORMATION Kimps Roger Kimps Scott Corrigan 2. acres General Industrial (I) N/A VH Industrial BACKGROUND The newly constructed building would be located on the north half of the existing 2.acre lot. The applicant is proposing to construct a ministorage building 0 wide by 2 long for a total of,00 square feet. There would be units at,00 sq. ft. and units at,00 sq. ft. units. All units would be heated. There is a common bathroom at the front of the building. Bathroom facilities for the individual units will be roughed in for future services if needed. EXECUTIVE ANALYSIS. Zoning The property is presently zoned I, General Industrial. 2. Setbacks All Setbacks would be met by the proposed addition.. Parking The proposed parking meets the zoning requirements.. Floodplain, Shoreland Zoning & Stormwater Management N/A. Land Division A land division is not being proposed at this time. Lighting The proposed fixture meets the Village s standards.. Fire Protection This property is currently served by the municipal water system and is located approximately. miles from the nearest fire station.

2 RECOMMENDED ACTION BY THE PLAN COMMISSION Motion to approve with the following conditions:. Stormwater plan is submitted and approved by the Village of Howard Engineering Department. 2. The entire parking area shall be paved as a condition of the approval. ATTACHMENTS I Proposed Building Plans and Site Plan

3 KIMP'S STORAGE KIMPS COURT GREEN, WI Corrigan's PROJECT SITE LOCATION GREEN, WI 0 BUILDING DATA CONTRACTOR / CONSULTANT INFORMATION BUILDING SIZE TOTAL PROPERTY AREA: SQ. FT. PROPOSED BUILDING: SQ. FT. CONSTRUCTION CLASSIFICATION TYPE VB BUILDING UNPROTECTED NONSPRINKLERED SINGLESTORY BUILDING OCCUPANCY S NONSEPERATED USERS TENANT CAPACITY OCCUPANTS EXIT DISTANCE TABLE ' EXIT DISTANCE PLUMBING FIXTURES (0) WC (0) LAV. () URN. () SER SINK () DF OWNER GENERAL CONTRACTOR ENGINEERING CORRIGAN'S C.B.S., INC. 2 DICKINSON RD. DE PERE, WI PHONE: (920)2 FAX: (920)02 PROJECT MANAGER: STEVE CORRIGAN DAVE VAN LANEN 90 PARKVIEW RD. GREEN, WI 0 PHONE: (920)900 FAX: (920)9 ELECTRICAL PLUMBING HVAC 09. RAMPS (ADAAG) 2" MIN. (TYP). GENERAL. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN :20 SHALL BE CONSIDERED A RAMP AND COMPLY WITH...2. SLOPE AND RISE. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION SHALL BE :2. THE MAXIMUM RISE FOR ANY RUN SHALL BE 0 INCHES(0mm). RUN CURB RAMPS AND RAMPS TO BE CONSTRUCTED ON EXISTING SITES OR IN EXISTING BUILDINGS, OR FACILITIES MAY HAVE SLOPES AND RISES AS ALLOWED IN..()(a) IF SPACE LIMITATIONS PROHIBIT THE USE OF :2 SLOPES OR LESS. BUILTUP CURB RAMP 0 NO SCALE FORWARD APPROACH " 0" " FLOOR ACCESIBILITY GUIDELINES THE DIAGRAM BELOW REPRESENTS RECOMMENDED MOUNTING HEIGHTS FOR MANY STANDARD WASHROOM ACCESORIES. A MINUMUM 0" X " CLEAR FLOOR SPACE IS REQUIRED IN FRONT OF ALL ACCESSIBLE FIXTURES & ACCESSORIES. TOWELS NAPKIN VENDOR MIRROR ELECTRIC HAND DRYER PARALLEL APPROACH TOWEL DISPENSER/ WASTE RECEPTACLE HANDICAP REFERENCE GUIDELINES " 0" 9" FLOOR NO SCALE GENERAL CONSTRUCTION OF THIS BUILDING SHALL MEET OR EXCEED ALL APPLICABLE ORDINANCES AND STANDARDS. IN CASE OF CONFLICT, THE MOST STRINGENT SHALL APPLY. STATE OF WISCONSIN ENROLLED COMMERCIAL CODE VOLUME i & ii NOTES:. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH THE CURRENT PUBLICATIONS OF THE PORTLAND CEMENT ASSOCIATION. 2. LOCATION, SIZE, & INSTALLATION FOR ALL ANCHORS, SLEEVES, HANGERS, INSERTS, OPENINGS, ETC., SHALL BE COORDINATED WITH ALL OTHER APPLICABLE TRADES.. REINFORCING STEEL SHALL BE ASTM GRADE 0.. FABRICATION SHALL BE IN ACCORDANCE WITH CURRENT SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE. CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE CONSTRUCTION, AND NOTIFY ARCHITECT & OWNER OF INTERFERENCES. CONTRACTORS SHALL PROVIDE ALL BARRICADES, FENCES, SAFETY EQUIPMENT, AND PRECAUTIONS REQUIRED BY ALL CODES OR AGENCIES HAVING JURISDICATION OVER THE PROJECT.. ALL HEATING EQUIPMENT SHALL BE SEALED COMBUSTION DIRECT VENT. WATER HEATER SHALL BE ELECTRIC. TOILET ROOM FINISHES (ALL) SHALL BE IMPERVIOUS TO WATER.. ALL STRUCTURAL LUMBER SHALL BE MINIMUM (fp 90). 9. ALL HOLES IN TOP PLATES AND ANY VOIDS IN EXTERIOR WALL TO BE CAULKED ALL BATT INSULATION IN EXTERIOR WALLS TO BE CAULKED. ALL BATT INSULATIONIN EXTERIOR WALLS TO BE SPLITE TO ENVELOPE WIRING TS SITE CO SITE PLAN ARCHITECTURAL STRUCTURAL INDEX OF S A0 FLOOR PLAN A20 ELEVATIONS A0 BUILDING SECTIONS A0 A0 A0 S foundation plan S2 S S // 09 TS

4 /2 : 2 ' 0" ' " /2 : 2 ' 0" ' " 00' 0" T.O. FOOTING 9' 0" 00' 0" T.O. FOOTING 9' 0" ' 0" ' " 00' 0" 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. ' X ' O.H.D. ' X ' O.H.D. ' X ' O.H.D. ' X ' O.H.D. ' X ' O.H.D. T.O. FTG. 9' 0" ' 0" ' " 00' 0" T.O. FOOTING 9' 0" 09 GREEN, WI 0 NORTH ELEVATIONS /2" = '0" 2 EAST ELEVATIONS WEST ELEVATIONS /2" = '0" /2" = '0" SOUTH ELEVATIONS /2" = '0" /02/ 09 ELEVATIONS A20

5 S0 2' /" ' 0" ' 0" ' 0" ' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2 A0 2B B 0B 9B B B B B B A0 B 2B B ' /" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' /" ' 0" " 0' 0" FD FD FD FD FD FD FD FD FD FD FD FD FD 2 2' X ' O.H.D. 2' X ' O.H.D. 2' X ' O.H.D. 2C 2A A C 0C 0A 0 9A 9C 9 2' X ' O.H.D. 2' X ' O.H.D. C A A C C 2' X ' O.H.D. 2' X ' O.H.D. A A 0' 0" 2 SF ' X ' O.H.D. C 2 SF ' X ' O.H.D. C A A 2 SF ' X ' O.H.D. C 2 2 SF ' X ' O.H.D. 2C 2A A 00 SF ' X ' O.H.D. C 9' /" G ' 0" ' 0" ' /2" H D 2' 0" GREEN, WI 0 /2 :2 " WMP #0 WALL INSULATION ' 0" ' " ' " ' " 09 2'0" O.C. /2" METAL STUDS W/ STEEL LINER ON EACH SIDE " WMP0 WALL INSULATION '0" FOUND. WALL 2" X 2" CONT. FTG. 2' 0" PILASTER(ENGINEER CONFIRM SIZE) /2" EPS GROUND CONTACT INSULATION FULL HEIGHT " X " X 2" FTG. PILASTER(ENGINEER APPROVE SIZE /2" EPS GROUND CONTACT INSULATION FULL HEIGHT ' " FIN FLR. 00' 0" T.O.F. 9' 0" /0/ 09 2 SECTION TYP. BATHROOM DETAIL /" = '0" " = '0" FLOOR PLAN A0

6 0' 0" 0' 0" 2' BUILDING SETBACK +.00 ASPHALT PAVING 0' 2" PROPOSED BUILDING,000 SQ. FT (0) 2' X 0' S EXISTING BUILDING 0' 0" 0' " ASPHALT PAVING EXISTING ASPHALT PAVING PROPOSED STORM POND ' 0" 0' 0" 09 GREEN, WI ' 0" 0' 0" SITE PLAN " = 20'0" 02/0/ 09 SITE PLAN C0 0' " 2' 0" ' 0" 0' 0" +.00