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Home My WebLink About03110037 - 182-03 Z - Inlow Park Repairs & Improvements A101DATE: 1.13.10 a 1 DRAWN BY: DJM CARMEL -CLAY BOARD OF PARKS RECREATION SHEET TITLE: DRAWING FILES: SHEET NO.: [Ml '4 IN 1 I DATE: 1.13.10 PROJECT NO.: 7628.001 DRAWN BY: DJM CHECKED BY: SHEET TITLE: DRAWING FILES: SHEET NO.: EL. 6' -0" TOP OF WALL GE EL. 0' -0" FINISH GRADE EXISTING HORIZONTAL JOINT REINFORCEMENT TO BE REMOVED. ERAL DOTES A. DIMENSIONS ARE FROM FACE TO FACE OF C.M.U B. ALL WOOD BLOCKING OR PLATES SHALL BE PRESSURE TREATED LUMBER. C. THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE WORK ONLY DO NOT SHOW ALL ITEMS REQUIRED TO COMPLETE THE WORK. D. ALL WORK SHALL BE PREFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES. E. VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. NOTIFY ARCHITECT OF ANY DISCREPANICES IMMEDIATELY. F. CONTRACTOR TO PROVIDE INSTALL MISC. BLOCKING REQUIRED FOR WALL MOUNTED SHELVING, EQUIPMENT OR ACCESSORIES. G. SEE MECHANICAL, ELECTRICAL, PLUMBING DWGS. FOR ADDITIONAL WORK H. ALL DOORS, 5IGNAGE, RESTROOM HARDWARE 4 FIXTURES SHALL BE IN COMPLIANCE WITH THE INDIANA HANDICAPPED ACCESSIBILITY CODE THE AMERICANS WITH DISABILITIES ACT. I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCOPE OF WORK TO COMPLETE THIS PROJECT INCLUDING COORINATION OF ALL LABOR FROM THE G.C.'S OWN LABOR THE SUB- CONTRACTOR. J. K L. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PATCH ALL FLOORS AND INTERIOR PARTITIONS WHERE MECHANICAL DUCTS, ELECTRICAL CONDUITS, OR PLUMBING PIPES HAVE BEEN REMOVED. ALL NEW OPENINGS IN NON LOADING BEARING MASONRY WALLS GREATER THAN 24" WIDTH AND LESS TI-IAN 6' -0" WIDTH TO RECEIVE PRECAST LINTEL. CONTRACT DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE AND AGREE. WHEN A DISCREPANCY OCCURS PLEASE CONTACT THE ARCHITECT IN WRITING IMMEDIATELY. PAINT COLORS PTI SHERWIN WILLIAMS; SW6328 FIREWEED PT2 SHERWIN WILLIAMS; SW7018 DOVETAIL PT3 SNERWIN WILLIAMS; SW7016 MINDFUL GRAY DEMOLITION DETAIL WALL SECTION r;\ EXISTING CAST STONE COPING. REMOVE, AND INSTALLED ON NEW WALL SEE PLAN FOR NEW LOC10�, EXISTING (2) 6U STRETCHER TYPE GLAZED MASONRY UNIT TO BE REMOVED. EXISTING (2) 6" GLAZED MASONRY UNIT TO BE REMOVED. #5 32" O.C. TO REMAIN FOR REUSE. EXISTING CONCRETE SLAB TO REMAIN. EXISTING 6" BLOCK BELOW GRADE TO REMAIN. EXISTING CONCRETE FOOTING TO REMAIN. GENERAL DEMOLITION NOTES: 1. DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 2. OWNER WILL REMOVE SALVAGEABLE ITEMS (I.E. EQUIPMENT, ETC.) BEFORE CONTRACTOR BEGINS DEMOLITION /CONSTRUCTION WORK. 3. CONTRACTOR SHALL PROTECT EXISTING SURFACES TO REMAIN IN AREAS ADJACENT TO DEMOLITION WORK. 4. DESCRIPTIONS OF ITEMS TO BE REMOVED ARE GENERAL IN NATURE, AND THE CON- TRACTOR SHALL BE RESPONSIBLE FOR REMOVING ITEMS RELATED TO THE PRIMARY ITEM DESCRIBED (I.E. ANCHORAGE, TRIM, ADHESIVE, PIPING, ETC.) 5. CONTRACTOR SI-IALL REPAIR ALL SURFACES LEFT EXPOSED BY DEMOLITION TO MATCI -I SURROUNDING MATERIALS. CONTRACTOR SI-IALL REPAIR EXISTING FLOOR, BASE, WALL CEILING SURFACES AS NECESSARY TO CORRECT DEFECTS EITHER CAUSED OR EXPOSED BY DEMOLITION WORK. AREAS NOTED TO BE REPAIRED OR PATCHED ON THE DRAWINGS ARE GIVEN TO AID THE CONTRACTOR, SHALL NOT BE INTERPRETED TO LIMIT THE SCOPE OF WORK. 6. CONTRACTOR SHALL COORDINATE TI-IE DISCONNECT, REMOVAL AND /OR CAPPING OF ALL EXISTING UTILITIES AS REQUIRED PRIOR TO THE REMOVAL OF ANY RELATED ITEMS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT EXISTING CONDITIONS AND BECOME FAMILIAR WITH PREFATORY WORK REQUIRED FOR ALL AREAS TO RECEIVE NEW FINISHES. PATCHING OF HOLES ON WALLS, REMOVAL OF ADHESIVES, AND ALL OTHER PREPATORY WORK PER MANUFACTURER'S STANDARDS 15 REQUIRED FOR ALL SURFACES SCHEDULED TO RECEIVE FLOOR COVERINGS, PAINT OR WALL COVERING. 8. REMOVAL AND DISPOSAL OF ALL ITEMS INDICATED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE OWNER SI-IALL, HOWEVER, RETAIN THE FIRST RIGHT OF REFUSAL FOR ALL ITEMS NOTED TO BE REMOVED WITHIN THE SCOPE OF WORK. q. CONTRACTOR SHALL COMPLY WITH GOVERNING EPA REGULATIONS. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 10. OWNER AND ARCHITECT ASSUMES NO RESPONSIBILITY FOR ITEMS /STRUCTURES TO BE DEMOLISI -IED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY THE OWNER AS FAR AS PRACTICAL. 11. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY THE ARCHITECT. 12. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE 15 NOT PERMITTED. 13. PROVIDE AND MAINTAIN INTERIOR SNORING AND BRACING OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. 14. PROTECT WALLS, WINDOWS, AND OTHER ADJACENT CONSTRUCTION THAT ARE TO REMAIN AND NAT ARE EXPOSED TO BUILDING DEMOLITION OPERATIONS. 15. LOCATE BUILDING EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 16. CONDUCT DEMOLITION AND DEBRIS- REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 17. REMOVE DEBRIS FROM ELEVATED PORTIONS BY Cl -IUTE, OR OTHER DEVICE NAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. 18. CUT CONCRETE FULL DEPTH AT JUNCTURES WIN CONSTRUCTION INDICATED TO REMAIN, USING POWER DRIVEN SAW, THEN REMOVE CONCRETE BETWEEN SAN CUTS. lg. USE OF EXPLOSIVES 15 NOT PERMITTED. 20. PROMPTLY REPAIR DAMAGE TO ADJACENT CONSTRUCTION CAUSED BY DEMOLITION OPERATIONS. 21. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN EPA- APPROVED LANDFILL. 22. COORDINATE THE EXACT EXTENT OF THE DEMOLITION WITH ALL OTHER CONSTRUCTION DOCUMENTS AND ACTUAL CONDITIONS. 23. DEMOLITION METHODS AND PROCEDURES ARE THE SCOPE CONTRACTOR'S RESPONSIBILITY. THE SCOPE CONTRACTOR SHALL TAKE ALL NECESSARY MEANS TO MAINTAIN AND PROTECT TIRE STRUCTURAL INTEGRITY OF ALL EXISTING CONSTRUCTION AT ALL STAGES. 25. CONTRACTOR SHALL REMOVE, SALVAGE AND REUSE EXISTING SIGNAGE. REFERENCE INTERIOR SIGNAGE NOTES AND DETAILS. EXISTING COPING PLAN DEMOLITION DETAIL kALL SEAT SECTION SCALE:1 /2 11 =1' -0" EXISTING RADIAL JOINTING PATTERN EL. O' 0" FINISH GRADE R51' -10" (TYP) _r r r DEMOLITION DETAI WALL SEAT SECTION EXISTING CONCRETE MASONRY FOUNDATION WALL TO REMAIN. 24. ALL DEMOLISHED MATERIAL AND DEBRIS BECOMES THE PROPERTY OF THE REMOVING CONTRACTOR, AND IS TO BE DISPOSED OF OFF SITE UNLESS NOTED OTHERWISE. EXISTING CAST STONE COPING. REMOVE, AND INSTALLED ON NEW WALL SEE PLAN FOR NEW LOCATION EXISTING 4 STAINLESS STEEL DOWELS, 2 SETS PER COPING SECTION. TO BE REMOVED. EXISTING (2) 6" GLAZED MASONRY UNITS TO BE REMOVED. 32" O.C. TO REMAIN FOR REUSE. EXISTING EXPANSION JOINT TO REMAIN. EXISTING HORIZONTAL JOINT REINFORCING TO REMAIN. EXISTING CONCRETE FOOTING TO REMAIN. IMMO \J EXISTING PAVILLION EXISTING PAVILLI SIMILAR 8' -0 "AFF 3 A101 EXISTING INTERACTIVE FOUNTAIN EXISTING RESTROOM BLDG. CAREFULLY REMOVE AND STORE EXISTING LIMESTONE COPING FOR REUSE. DEMOLITION PLAN SCALE: 1/16 =1' -0" DEMOLITIO 40, I SIMILAR 8 -0 "AFF 0 NOTES REMOVE EXISTING WOOD FENCE AND CONCRETE PIERS AND PREP FOR NEW WORK. REMOVE EXISTING SEAT WALL GLAZED BLOCK TO GROUND LEVEL. REMOVE AND SALVAGE LIMESTONE COPING FOR INSTALLATION ON NEW AT SEE PARTIAL OVERALL PLAN FOR LOCATON. �3 REMOVE EXISTING GLAZED BLOCK WALL TO GROUND LEVEL. REMOVE AND SALVAGE LIMESTONE COPING FOR INSTALLATION ON NEW AT SEE PARTIAL OVERALL PLAN FOR LOCATON. REMOVE EXISTING MEN AND WOMEN SIGNAGE. STORE FOR RE- INSTALLED IN NEW WALL AT SAME LOCACTION. REMOVE EXISTING ENTRANCE SIGN FOR RE- INSTALLATION. SEE DETAILS .4/A102, 23/A102. r EXISTING PAVILLION EXISTING PAVILLION EXISTING INTERACTIVE FOUNTAIN PLA MATCH EXISTING FOUNDATIO SCALE: 1/16 =1' -0" NOTES 0 NEW AREA SPLIT FACED CMU WALL. CMU DESIGN REF: HEELER CORP. SERIES "ARTISAN" COLOR "FV3" CLEAN, PREP AND ELECTROSTATICALLY PAINT EXISTING METAL BENCH. (PT1) SEE DETAIL 10 /A102. 0 CLEAN, PREP AND ELECTROSTATICALLY PAINT EXISTING METAL BIKE RACK. (PT1) SEE DETAIL 22/A102. 0 CLEAN, PREP AND ELECTROSTATICALLY PAINT EXISTING METAL SIGN. NEW LETTERING TO MATCH EXISTING IN CONTEXT, STYLE AND METHOD. (PTI) SEE DETAIL q/A102. ®5 CLEAN, PREP AND ELECTROSTATICALLY PAINT ALL PAINTED METAL ON INTERACTIVE FOUNTAIN STRUCTURE. (EXISTING RED TO BE PAINTED PTI. EXISTING GRAY TO BE PAINTED PT3.) VERIFY W/ ARCHITECT. SEE DETAIL 1/A102, 2/A102 and 3/A103. CI CLEAN, PREP AND ELECTROSTATICALLY PAINT EXISTING TRASH RECEPTICAL. (PT2) SEE DETAIL 8/A102. O CLEAN AND STAIN WOOD SEAT AND BACK ON EXISTNG BENCH. CLEAN, PREP AND PARTIAL OVERALL PLAN SEE ENLARGED RESTROOM PLAN SHEET A103 0 CLEAN, PREP AND STAIN EXISTING WOOD STRUCTURE ON INTERIOR AND EXTERIOR OF BUILDING. SEE DETAIL 1q/A102. CLEAN, PREP AND PAINT STEEL GUSSETT PLATES ON EXISTING TRUSSES. (PT3) PAINT UNDERSIDE PLYWOOD DECKING IN PAVILLIONS AND RESTROOM BUILDING. 0 CLEAN, PREP AND ELECTROSTATICALLY PAINT ALL PAINTED METAL ON ALL COLUMNS IN PAVILLIONS. (EXISTING RED TO BE PAINTED PT1. EXISTING GRAY TO BE PAINTED PT3. VERIFY NI ARCHITECT) SEE DETAIL 7/A102. 10 REPLACE MISSING 1/4" PLASTIC GLAZING PANEL IN PAVILLION ROOF TRUSS. MATCH EXISTING SEE DETAIL 21/A102. li DAMAGED MORTAR JOINT AROUND TOP BLOCK COURSE PAVILLION TRUSS BEARING TO BE REPAIRED. CUT DAMAGED MORTAR AND POINT JOINT WIN MOTRAR TO MATCI -I EXISTING. SEE DETAIL 24/A102. 1 2 WALL BASES AND COLUMN BASE TO BE SEALED. SEAL CONSTRUCTION JOINTS IN EXISTING CONCRETE SLAB. SEE SPECIFICATIONS AND DETAIL 25/A102. 13 JOINTS AT ALL OUTDOOR WP RECEPTACLES IN BAVILLION BLOCK WALLS TO BE SEALED. SEE SPECIFICATIONS AND DETAIL 25/A102. REVISIONS NO. e DE5CRIFTION DATFJINIT. r ttll i l r ��I, o ND. 4444 STATE OF THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2001) ‘b, Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering