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Commerce Parkway, Verona, WI 53593 P608.845.7930 F608.845.5648 Engineeredconstruction.Com ENGINEERED CONSTRUCTION, INC. 525 Commerce Parkway, Verona, WI 53593 p608.845.7930 f608.845.5648 engineeredconstruction.com 6515 Grand Teton Plaza, Suite 120, Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com Beale Enterprises LLC 529 Commerce Parkway Verona, WI 53593 Architecture : Dimension IV − Madison Design Group 6515 Grand Teton Plaza, Suite 120, Madison, WI 53719 p: 608.829.4444 www.dimensionivmadison.com General Engineered Construction, Inc. Contractor: 525 Commerce Parkway, Verona, WI 53593 p: 608.845.7930 engineeredconstruction.com PROJECT/BUILDING DATA: CODE INFORMATION SUMMARY: NEW 1 STORY BUILDING APPLICABLE CODE 2009 WISCONSIN COMMERCIAL BUILDING CODE BUILDING AREAS 2009 INTERNATION BUILDING CODE TOTAL BUILDING AREA = 8,525SF FIRST FLOOR AREA = 8,125 SF CONSTRUCTION TYPE MEZZANINE FLOOR AREA = 400 SF TYPE VB = 1 STORY BUILDING PARKING COUNTS OCCUPANCY ARCHITECTURAL ABBREVIATIONS LEGEND TOTAL PARKING SPACES = 6 S1 - STORAGE (PRIVATE GARAGE) FIRE SPRINKLER + - AND FIN - FINISH PREFAB - PREFABRICATED BUILDING IS NON SPRINKLERED @ - AT FLR - FLOOR PERIM - PERIMETER AB - ANCHOR BOLT FND - FOUNDATION PC - PLUMBING CONTRACTOR AFF - ABOVE FINISH FLOOR FOM - FACE OF MASONRY P/C - PRECAST / PRESTRESSED FIRE RESISTANCE RATING BUILDING ELEMENTS RENDERING IS REPRESENTATIVE ONLY - SEE DOCUMENTS FOR ALL BUILDING INFORMATION LIST OF DRAWINGS ALT - ALTERNATE FOS - FACE OF STUD P/T - POST TENSIONED STRUCTURAL FRAME (COLUMNS & BEAMS) = 0 HOUR ALUM - ALUMINUM FTG - FOOTING PT - PRESSURE TREATED PROJECT PERSPECTIVE BEARING WALLS (EXTERIOR AND INTERIOR) = 0 HOUR ARCH - ARCHITECT / ARCHITECTURAL FUT - FUTURE NON-BEARING WALLS (EXTERIOR) = SHEET FV - FIELD VERIFY R - RADIUS 0 HOUR < 30' TO PROPERTY LINE BRD - BOARD RD - ROOF DRAIN NO RATING > 30' TO PROPERTY LINE NO. SHEET NAME BLK - BLOCK (CMU) GA - GAUGE REINF - REINFORCING FLOOR = 0 HOUR BOT - BOTTOM GALV - GALVANIZED REQD - REQUIRED ROOF = 0 HOUR GB - GRAB BAR RM - ROOM GENERAL CB - CATCH BASIN GC - GENERAL CONTRACTOR ALLOWABLE AREA AND HEIGHT SUMMARY G0.1 COVER SHEET CIP - CAST-IN-PLACE GYP - GYPSUM SCHED - SCHEDULE ALLOWABLE AREA = 9,000 SF CJ - CONSTRUCTION JOINT SHT - SHEET ALLOWABLE HEIGHT = 1 STORIES CL - CENTERLINE HC - HVAC ONTRACTOR SIM - SIMILAR STRUCTURAL CLG - CEILING HM - HOLLOW METAL SOG - SLAB ON GRADE - 3 CIVIL DETAIL GRID LINE 1 REVISION NUMBER CLJ - CONTROL JOINT HORIZ - HORIZONTAL SPEC - SPECIFICATION NUMBER - AND CLOUD C100 SITE PLAN CLR - CLEAR DISTANCE HT - HEIGHT SQ - SQUARE CMU - CONCRETE MASONRY UNIT HVAC - HEATING, VENTILATION & AIR CONDITIONING SS - STAINLESS STEEL SHEET C200 GRADING & EROSION CONTROL PLAN CO - CASED OPENING HR - HOUR STL - STEEL NUMBER C201 DETAIL GRADING PLAN COL - COLUMN STR - STRUCTURAL DETAIL 111 4A FLOOR CONC - CONCRETE ID - INSIDE DIAMETER REFERENCE 100'-0" C300 UTILITY PLAN DOOR . ELEVATION CONT - CONTINUOUS I.F. - INSIDE FACE THK - THICKNESS NUMBER CU - CUBIC INSUL - INSULATION TOL - TOP OF LEDGE ELEVATION MARKER C400 SITE DETAILS INT - INTERIOR TOP - TOP OF PIER ELEVATION WALL KEYNOTE DBL - DOUBLE TP - TOILET PAPER DISPENSER WALL TYPE - - TYPES INTERIOR MARKER DF - DRINKING FOUNTAIN JBE - JOIST BEARING ELEVATION TS - (SEE HIGH STRENGTH STEEL LANDSCAPING DESIGNATION ELEVATIONS DIM - DIAMETER JT - JOINT TYP DESIGNATION) 4A S 1 - WALL SECTION/ L100 LANDSCAPE PLAN - DOWN TOW SOUND - - - DN - TYPICAL DETAIL INSULATION (IF SHEET - DS - DOWN SPOUT L - STEEL ANGLE DESIGNATION - TOP OF WALL ELEVATION REFERENCE DTL - DETAIL LAM - LAMINATE UL APPLICABLE) NUMBER WALL RATING ARCHITECTURAL DWG - DRAWING LVL - LAMINATED VENEER LUMBER UNO - UNDERWRITERS LAB - (IF APPLICABLE) ELEVATION DETAIL / SECTION - UNLESS NOTED OTHERWISE EXISTING PROPERTY LINE A1.1 FIRST FLOOR PLAN NUMBER NUMBER EA - EACH MAX - MAXIMUM VB - - EC - ELECTRICAL CONTRACTOR MBW - MASONRY BEARING WALL VERT - VAPOR BARRIER BUILDING A2.0 EXTERIOR ELEVATIONS EIFS - EXTERIOR INSULATION FINISH SYSTEM MFG - MANUFACTURER VIF - VERTICAL - - SECTION NEW PROPERTY LINE, SEE EL - ELEVATION MIN - MINIMUM - VERIFY IN FIELD ROOM NAME REFERENCE ARCHITECTURAL SITE PLAN 101 ELEV - ELEVATOR MO - MASONRY OPENING W SHEET NUMBER ELECTRICAL ENG - ENGINEER MTL - METAL W/ - WIDTH E0.1 PHOTOMETRIC PLAN EQ - EQUAL W/O - WITH H STRUCTURAL - PROJECT LOCATION EXIST - EXISTING NIC - NOT IN CONTRACT WC - WITHOUT ELEVATION 1t WINDOW TYPE GRIDLINE E0.2 LIGHTING LAYOUT EXP - EXPANSION NOM - NOMINAL WD - WATER CLOSET REFERENCE REFERENCE EXT - EXTERIOR NTS - NOT TO SCALE WRB - WOOD NO - NUMBER WWF - WEATHER RESISTANT BARRIER - FD - FLOOR DRAIN - WELDED WIRE FABRIC FND - FOUNDATION OC - ON CENTER FE - FIRE EXTINGUISHER OD - OUTSIDE DIAMETER ARCHITECTURAL SYMBOLS LEGEND NORTH FEC - FIRE EXTINGUISHER CABINET O.F. - OUTSIDE FACE VICINTY MAP FF - FINISH FLOOR OH - OVERHEAD 1/8" = 1'-0" OPCI - OWNER PROVIDED, CONTRACTOR INSTALLED SITE PLAN REVIEW OPOI - OWNER PROVIDED, OWNER INSTALLED OPNG - OPENING OPP - OPPOSITE PROJECT # 17121 10/12/2017 G0.1 LEGEND (PROPOSED) PROPERTY BOUNDARY (PER RECORD) EASEMENT BUILDING FOOTPRINT GRADING LIMITS ASPHALT PAVEMENT CONCRETE PAVEMENT STORMWATER TREATMENT FACILITY GENERAL NOTES 1. UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION. 2. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. 3. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE CITY'S LAND IF REQUIRED. 4. WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. 5. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 6. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VERONA STANDARDS FOR PUBLIC WORKS CONSTRUCTION. SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND COMMERCE PARKWAY RESTORE WITH TOPSOIL AND SITE INFORMATION BLOCK: SEED FROM THIS LINE SITE ADDRESS: 529 COMMERCIAL PARKWAY 5-FEET FROM THE PROPERTY SITE ACREAGE: 43,665 SF (1.00 AC) LINE. USE OF PROPERTY: INDUSTRIAL ZONING: URBAN INDUSTRIAL (UI) ZONING CODE SECTIONS 13-1-57, 13-1-92, 13-1-283 BM - 1 SETBACKS: APPROXIMATE SITE BUILDING DISTURBANCE LIMITS FRONT YARD: 25-FEET REAR YARD: 20-FEET BIORETENTION SIDE YARD: 10-FEET PAVEMENT BASIN NO. 2 SIDE AND REAR YARD: 5-FEET STREET: 10-FEET 10'X10' CONCRETE PAD FOR TRASH PICKUP. 8" THICK PORTLAND PARKING REQUIREMENT: ONE SPACE PER EACH EMPLOYEE ON THE CEMENT OVER 4" BASE. LARGEST WORK SHIFT ENCLOSED 10'X10' DUMPSTER TOTAL NUMBER OF PARKING STALLS: 5 PAD. 8" THICK PORTLAND NUMBER OF STALLS DESIGNATED ACCESSIBLE: 0 CEMENT OVER 4" BASE. MINIMUM DRIVEWAY THROAT LENGTH: 25-FEET 75.21' EXISTING IMPERVIOUS SURFACE AREA: 5,075 SQ.FT. ROOFTOP: 0 SQ.FT. PAVED: 5,075 SQ.FT. 24.0' NEW IMPERVIOUS SURFACE AREA: 12,808 SQ.FT. ROOFTOP: 8,125 SQ.FT. ADDITION: 0 SQ.FT. PAVED: 4,683 SQ.FT. 32.0' FUTURE: 0 SQ.FT. 48.0' DISTURBANCE LIMITS: 32,750 SQ. FT. IMPERVIOUS SURFACE AREA WITHIN DISTURBANCE LIMITS: 12,808 SQ.FT. PERCENT IMPERVIOUS WITHIN DISTURBANCE LIMITS: 39.1% COMMERCIAL ENTRANCE PER 5.0' THE CITY OF VERONA REQUIREMENTS. 27.0' 25.0' PROPOSED BUILDING 52.31' 8,125 SF 5'X5' CONCRETE STOOP AT MAN DOOR 12.43' BIORETENTION AC CITY OF VERONA, DANE COUNTY, WI BASIN NO. 1 AC BEALE ENTERPRISES LLC 71.14' X X 24.33' X 8'X18' ADA VAN STALL WITH AN 8'X18' STRIPED LANDING AREA ADA STALL SIGN Hearing Impaired TDD (800) 542-2289 C100 LEGEND (PROPOSED) PROPERTY BOUNDARY (PER RECORD) EASEMENT BUILDING FOOTPRINT 18" CURB AND GUTTER ASPHALT PAVEMENT CONCRETE PAVEMENT 1180 PROPOSED MAJOR CONTOUR 1181 PROPOSED MINOR CONTOUR STM PROPOSED STORM SEWER SILT FENCE INLET PROTECTION DITCH CHECK GENERAL NOTES 1. UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION. 2. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. 3. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE CITY'S LAND IF REQUIRED. 4. WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. 5. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 972 6. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS
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