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HomeMy WebLinkAboutA101A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. VERIFY LOCATIONS OF UTILITIES PRIOR TO EXCAVATION, TRENCHING, ETC. CONTRACTOR SHALL REPAIR OR REPLACE UTILITIES DAMAGED AS A RESULT OF THEIR WORK AT THEIR OWN EXPENSE. CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, SITE IMPROVEMENTS, ETC. WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED NEW WORK. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS REQUIRED TO BE REMOVED PRIOR TO SUBMITTAL OF HIS PROPOSAL. SEE CIVIL SHEETS FOR SITE INFORMATION, MAJOR GRADING WORK AND BUILDING PADS. PROVIDE SUBRADE PREPARATION BELOW SLABS AND PAVING AS INDICATED, SPECIFIED AND REQUIRED BY THE GEOTECHNICAL ENGINEERING REPORT. PROVIDE FINISHED GRADING. SEE LANDSCAPE SHEETS FOR LANDSCAPE AND IRRIGATION INFORMATION. COORDINATE SPRINKLER PIPING SLEEVES, RETENTION PIPES, ETC., PRIOR TO POURING WALKS, SLABS OR PAVING. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SLOPE ALL GRADES AND PAVEMENT AWAY FROM BUILDING(S) TO PROVIDE POSITIVE DRAINAGE, UNLESS NOTED OTHERWISE. FINISH GRADE AT SIDEWALKS, BUILDINGS, ETC., AS REQUIRED TO PROVIDE SMOOTH TRANSITION TO GRADE. ADD TOPSOIL AS REQUIRED. RAKE LANDSCAPE AREAS TO PROVIDE POSITIVE DRAINAGE. RE-SEED OR RE-PLANT DISTURBED AREAS AS REQUIRED. ANGLES INDICATED ARE 45 DEGREES UNLESS NOTED OTHERWISE. PROVIDE TEMPORARY SAFETY AND SECURITY FENCING AROUND ENTIRE SITE AT ALL TIMES. THE GENERAL CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR A SAFE, CLEAN AND SECURE SITE. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE ON A CONTINUING BASIS FOR THE DURATION OF CONSTRUCTION. TYPICALLY, ALL NEW CONCRETE WALKS SHALL HAVE EXPANSION JOINTS AT A MAXIMUM SPACING OF 20'-0" O.C. AND SCORE JOINTS AT 5'-0" O.C., UNLESS OTHERWISE NOTED OR INDICATED. PERFORM ALL CLEARING, GRUBBING AND EARTHWORK IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING AND SUB-SURFACE DATA REPORT, UNLESS MORE RESTRICTIVE REQUIREMENTS EXIST. SHOULD SLOPES OF GREATER THAN 1’-0” IN 20’-0” OCCUR AT PAVEMENT LOCATIONS, NOTIFY ARCHITECT IMMEDIATELY. ALL PROPOSED IMPORTED FILL MATERIAL SHALL BE TESTED BY A QUALIFIED TESTING AGENCY TO VERITY THAT IT MEETS ALL SPECIFICATION REQUIREMENTS, PRIOR TO PLACING ON SITE. DIMENSIONS ARE TO OUTSIDE FACE OF STEM WALLS/FOUNDATIONS UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS OF TEMPORARY FACILITIES AND STAGING AREAS WITH ARCHITECT AND OWNER. THESE AREAS SHALL NOT INTERFERE WITH OWNER’S EXISTING AND ON-GOING ACTIVITIES, ON SITE CIRCULATION, AND POINTS OF ACCESS. CONFINE ALL PARKING AND STAGING TO SITE AREA. ALL AREAS DISTURBED BY CONSTRUCTION, STAGING, ETC. SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ORIGINAL CONDITION. EXISTING STRUCTURES MATERIALS, LANDSCAPING, ETC., THAT ARE TO REMAIN, AND ARE DAMAGED IN THE PERFORMANCE OF THE WORK ARE THE CONTRACTORS RESPONSIBILITY FOR REPAIR OR REPLACEMENT IN KIND. THE ARCHITECT SHALL BE THE JUDGE OF ACCEPTABILITYOF REPAIR OR REPLACEMENT. GENERAL SITE PLAN NOTES:10' - 0"77' - 4"50' - 0" 1' - 5" 7' - 8" 1' - 5" 17' - 9 3/4" 1' - 5" 8' - 10 7/8"8' - 10 7/8" 1' - 5" 1 2 3 4 PROPOSED BUILDING +/-21,650 GSF 1-STORY PUD HARLESTON STREET A-101 4 SMOOTH CROWN ON TOP (TYP.) 6" DIA. CONCRETE FILLED STEEL GATE POST. EXTEND TUBE 4'-6" INTO 2'-0" DIA. x 5'-0" DEEP FOUNDATION. PAINT ALL EXPOSED SURFACES GLOSS BLACK. 1/2" EXPANSION JOINT CONCRETE SLAB 18" DIA. CONCRETE FOOTING 6"[4' - 6"][5 - 0"][4 - 0"]SMOOTH CROWN ON TOP. (TYP.) 6" DIA. CONCRETE FILLED STEEL GATE POST. EXTEND TUBE 4'-6" INTO 2'-0" DIA. x 5'-0" DEEP FOUNDATION. PAINT ALL EXPOSED SURFACES GLOSS BLACK. 1/2" EXPANSION JOINT CONCRETE SLAB 18" DIA. CONCRETE FOOTING6"[7' - 6"]6"[4' - 6"][5' - 0"][8' - 0"]CONCRETE FOOTING BELOW 6" CONCRETE BOLLARD (TYP.) CMU W/ BRICK VENEER PLAN - FRONT LOADING COORDINATE CLEARANCES AND DUMPSTER SIZES WITH LOCAL TRASH COMPANY 6" CONCRETE BOLLARD. 3/4" DIA. X 2" DEEP RECESS FOR GATE CANE BOLTS 8 CUBIC YARD DUMPSTER 6'-0"Wx6'-0"Dx6'-0"H FOR FRONT LOADING TRASH TRUCK 6" CONCRETE GATE BOLLARD. 3" SOLID TIRE ATTACHED TO BOTTOM OF GATE HEAVY DUTY SAFETY CHAINS WELDED TO TOP OF GATE BACK TO GATE POST GATE SWING HEAVY DUTY SAFETY CHAINS WELDED TO TOP OF GATE BACK TO GATE POST . 6" CONCRETE GATE BOLLARD. 6" CONCRETE BOLLARD. 3" SOLID TIRE ATTACHED TO BOTTOM OF GATE 8 CUBIC YARD DUMPSTER 6'-0"Wx6'-0"Dx6'-0"H FOR FRONT LOADING TRASH TRUCK 4' - 0"4' - 0"4' - 0"4' - 8"3' - 4" 24' - 4"10' - 0"2" SQ TUBE STEEL FRAME 1-1/2" X 1-1/2" STEEL ANGLE WELDED TO FRAME 3/8" DIA. CARRIAGE BOLT (2 PER BOARD) 1/2" X 1/2" STEEL ANGLE CROSS BRACING WELDED TO STEEL FRAME 2" SQ TUBE STEEL FRAME 6"[7' - 6"][8' - 0"][2' - 0"][2' - 0"]1-1/2" X 1-1/2" STEEL ANGLE WELDED TO FRAME 3/8" DIA. CARRIAGE BOLT (2 PER BOARD) 3/8" DIA. CARRIAGE BOLT (2 PER BOARD) 1-1/2" X 1-1/2" STEEL ANGLE WELDED TO FRAME 3/8" DIA. CARRIAGE BOLT (2 PER BOARD) 1-1/2" X 1-1/2" STEEL ANGLE WELDED TO FRAME NOTE: ALL METAL COMPONENTS SHALL BE PRIMED & PAINTED BLACK. C - C - FRONT ELEVATION 5" WELD-ON BARREL HINGE 6OOLB CAPACITY - 10FT GATE ITEM #3HIB5 - CENTRAL STEEL & SUPPLY; QUANTITY OF 3 EACH SIDE CANE BOLT DOWELLED INTO CONCRETE 3" SOLID TIRE ATTACHED TO BOTTOM OF GATE 8" BOND BEAM W/ (2) #5 REBAR 4" CMU COLOR: #5 VERTICALS @ 32"OC IN GROUTED CELLS #5 VERTICALS x 4'-0" LONG @ 32"OC 1/2 COMPRESSION FILLER W/ SEALANT TYP ON ALL SIDES 6" CONCRETE SLAB, SEE CIVIL DWGS #4 TIES @ 48"OC #4 BENT DOWELS @ 48"OC (2) #5 TOP & BOTTOM ANODIZED ALUM COPING TO MATCH BUILDING LANDSCAPING, SEE CIVIL DWGS BRICK- TO MATCH BUILDING B - B - SIDE ELEVATION A - A - SECTION8' - 0" T.O. PIPE8' - 0" MASONRY8' - 3" T.O. COPING2' - 0"2' - 6"1' - 10"8' - 0" MASONRY8' - 3" T.O. COPINGMUELLER DOOR COMPANY TRASH GATES (815) 385-8550BLACK A BRICK TO MATCH BUILDING 30" DIA. CONC. ENCASEMENT X 4'-0" DEEP 6" CONC.FILLED PIPE 2" SQ TUBE STEEL FRAME 3/8" STUDS WELDED TO BACK SIDE OF BAR FOR ATTACHING CEDAR SLATS (2 PER BOARD) 1 1/2" X 1/4" STEEL BAR WELDED TO FRAME HEAVY DUTY SAFETY CHAINS WELDED TO TOP OF GATE BACK TO GATE POST 7' - 6"6"20' - 0" FIN FLOOR +0' - 0" MASONRY - TO MATCH BUILDING P 1/2 COMPRESSION FILLER W/ SEALANT TYP ON ALL SIDES 6" CONCRETE SLAB, SEE CIVIL DWGS #4 TIES @ 48"OC #4 BENT DOWELS @ 48"OC (2) #5 TOP & BOTTOM ANODIZED ALUM COPING TO MATCH BUILDING LANDSCAPING, SEE CIVIL DWGS EXTERIOR INSULATION FINISHING SYSTEM - TO MATCH BUILDING A - A - SECTION2' - 6"1' - 10"6' - 9 1/2" T.O. COPINGLANDSCAPING, SEE CIVIL DWGS ARCHITECT 5253 W 16th Street Speedway, IN 46224 info@ovalis.com 317.215.5151 SEAL ISSUE DATE SHEET CONTENTS PROJECT PHASE DRAWN BY PROJECT NUMBER SHEET NUMBER REVISIONS © 2021Autodesk Docs://2021055_Village of WestClay - Ace Hardware/2021055_2023_VILLAGE OF WESTCLAY - ACE HARDWARE.rvtVILLAGE OF WEST CLAY - ACE HARDWARE2425 HARLESTON STREETCARMEL, IN 46032A-101 2021055 ARCHITECTURAL SITE PLAN PERMIT/BIDDING 04/20/2023KENNMARSITE PLAN KEYNOTES: 1. PATIO AREA 2. PATIO ENCLOSURE WALL, SEE DETAIL 2/A-101 3. ORNAMENTAL PATIO FENCE/GATE, SEE DETAIL XXX 4. DUMPSTER PAD AND ENCLOSURE SCALE: 1" = 20'-0"1SITE PLAN SCALE: 3/4" = 1'-0"5DUMPSTER BOLLARD DETAIL SCALE: 3/4" = 1'-0"6GATE POST DETAIL SCALE: 3/8" = 1'-0"4 PLAN @ TRASH & RECYCLE ENCLOSURE FOR FRONT LOADING TRUCK SCALE: 1 1/2" = 1'-0"7DETAIL @ TRASH GATE FRAMING SCALE: 3/8" = 1'-0"8TRASH & RECYCLE ENCLOSURE DETAILS SCALE: 3/4" = 1'-0"2PATIO ENCLOSURE WALL