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Home My WebLink About03080084.1SEE NOTE 5. REMOVE TABLES & CHAIRS. TURN OVER TO OWNER. �. 3) - - - - SEE NOTE 10. ENTRY lk I 0�% _rl r- t-% REMOVE COFFEE MILLWORK DISPOSE OF PROPERLY. TURN COFFEE POTS OVER TO OWNER.---,, (WALL TO REMAIN) SEE NOTE 2. PRODUCE REMOVE & RELOCATE (3) BEVERAGE COOLERS & (1) LOTTO MACHINE. COORDINATE W/ OWNER FOR NEW LOCATION. COORDINATE W/ E.C. I ' IIIIIIIG,! IIIIIIII I 'IIIIIIIIIIIIIIIII cc -cc -- i RELOCATE (2) TRASH CANS. SEE NEW FLOOR PLAN, SHEET A-101. i nccccI cccccc i SEATING AREA I I cCIF7D C17E I M M I I i (15 DEMOLITION PLAN , SCALE: 1/4" = V-0" N 1. MEIJER TEAM MEMBERS SHALL REMOVE ALL PRODUCT AND MISCELLANEOUS ITEMS FROM CONSTRUCTION AREA PRIOR TO START OF CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL REMOVE EXISTING REFRIGERATED DISPLAY CASE. TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. COORDINATE WITH ELECTRICAL CONTRACTOR 3. GENERAL CONTRACTOR SHALL REMOVE EXISTING GOURMET COFFEE MILLWORK FRONT COUNTER AND BACK COUNTER DISPOSE OF PROPERLY. REMOVE ALL EQUIPMENT FROM COUNTERS AND TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. EXISTING CASH REGISTER SHALL BE RELOCATED BY OTHER. SEE SHEET E-101. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS. 4. GENERAL CONTRACTOR SHALL REMOVE EXISTING GOURMET BULK COFFEE MILLWORK DISPLAYS. DISPOSE OF PROPERLY. RELOCATE (26) EXISTING BULK COFFEE BINS AND (2) COFFEE GRINDERS. SEE NEW FLOOR PLAN, SHEET A-101. TURN OVER BULK COFFEE BINS NOT USED IN NEW FLOOR PLAN TO OWNER FOR DISPOSITION AT STORE LEVEL. COORDINATE WITH ELECTRICAL CONTRACTOR 5. GENERAL CONTRACTOR SHALL REMOVE EXISTING CAFE COPPA SUSPENDED SIGNAGE AND MENU BOARDS. DISPOSE OF PROPERLY. 6. GENERAL CONTRACTOR SHALL REMOVE EXISTING METRO SHELVING, WALL SHELVING, AND MISC. ITEMS FROM PROJECT AREA TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. 7. GENERAL CONTRACTOR SHALL REMOVE EXISTING SUSPENDED CEILING GRID AND TILE IN CAFE COPPA. PATCH AND REPAIR REMAINING WALLS AS REQUIRED. SEE INTERIOR FINISH SCHEDULE SHEET A-103. COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 8. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALLS AND BULKHEAD AS SHOWN CROSS HATCHED. DISPOSE OF PROPERLY. PATCH AND REPAIR REMAINING BULKHEAD, SIGN BAND, WALLS, AND FLOOR AS REQUIRED. SEE INTERIOR FINISH SCHEDULE SHEETM103. REMOVE DOUBLE SWINGING DOOR DISPOSE OF PROPERLY COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 9. GENERAL CONTRACTOR SHALL REMOVE V.C.T. AND BEDSET HARD TILEAS SHOWN ON DEMOLITION FLOOR FINISH PLAN, THIS SHEET. DISPOSE OF PROPERLY. PATCH AND REPAIR CONCRETE SLAB, AS REQUIRED. SEE CONCRETE PATCHING SPECIFICATIONS, THIS SHEET. PREP FLOOR FOR INSTALLATION OF NEW V.C.T. SEE SHEET A-101. REPLACE ADJACENT FLOOR TILE DAMAGED FROM REMOVAL OF EXISTING TILE, AS REQUIRED. VERIFY THE AVAILABILITY OF REPLACEMENT TILE WITH THE STORE CARPENTER FOR SMALL QUANTITIES. PROVIDE NEW AS REQUIRED. SEE EXISTING FLOOR TILE LEGEND, THIS SHEET. INSTALL REPLACEMENT TILE WITH ARMSTRONG S-515 CLEARSET ADHESIVE PER MANUFACTURER'S PRINTED DIRECTIONS. 10. GENERAL CONTRACTOR SHALL REMOVE EXISTING STAINLESS STEEL, CERAMIC TILE, BASE, & GYPSUM BOARD BACKER FROM WALLS. DISPOSE OF PROPERLY. PATCH AND REPAIR ADJACENT WALLS AND WALL ABOVE TILE, AS REQUIRED. SEE INTERIOR FINISH SCHEDULE, SHEET A-102, FOR WALL FINISH. 11. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALLPAPER BORDER, CERAMIC TILE CART RAIL, PLASTIC LAMINATE, AND CORNER GUARD. REMOVE EXISTING GYPSUM BOARD AND VINYL BASE, AS REQUIRED. DISPOSE OF PROPERLY. PATCH AND REPAIR ADJACENT WALLS AS REQUIRED. FINISH TO MATCH EXISTING. 12. GENERAL CONTRACTOR SHALL REMOVE ACCESS HATCH AND ACCESS HATCH FRAME. DISPOSE OF PROPERLY. SAWCUT FLOOR AS REQUIRED. SEE SAWCUTTING SPECIFICATION, THIS SHEET. PATCH AND FILL FLOOR WITH COMPACTED GRANULAR FILL AND 5" OF CONCRETE. SEE CONCRETE SPECIFICATION, THIS SHEET. PREP FLOOR FOR INSTALLATION OF V.C.T. CONCRETE SPECIFICATIONS: A THE SUBGRADE UNDER THE CONCRETE SLAB SHALL BE MECHANICALLY COMPACTED TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78). B. STRUCTURAL FILL MATERIALS FOR THE SUBGRADE SHALL BE CLEAN, WELL GRADED, GRANULAR MATERIAL, FREE OF DELETERIOUS MATERIALS, WITH 100% PASSING THE 3' SIEVE, 60-100% PASSING THE 1" SIEVE, 0-30% PASSING THE NUMBER 100 SIEVE, AND 0-7% LOSS BY WASHING AS PER ASTM C-136 AND ASTM C-117, LATEST EDITION. MATERIALS MUST BE APPROVED BY TESTING CONSULTANT. C. INTERIOR SLABS TO BE PLACED ON A MINIMUM SUBBASE OF 4" SMOOTH, LEVEL AND COMPACTED GRANULAR OR CRUSHED FILL MATERIAL (NO SAND) TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78) TO RECEIVE A CONSISTENT THICKNESS OF CONCRETE. D CONCRETE MATERIALS TO BE AS FOLLOWS: 1) DESIGN OF MIXTURE: DESIGN IN STRICT ACCORDANCE WITH ACI 211.1, ACI 318, AND ASTM C94. 2) CEMENT TYPE: PORTLAND CEMENT, ASTM C150 TYPE I, II, OR III PROVIDED FROM ONE SUPPLIER. 3) MAXIMUM SIZE AGGREGATE: COARSE AGGREGATE, LOW SHRINKAGE TYPE, ASTM C-33, SIZE #467, 1 1 /2" TO #4. 4) SLUMP RANGE: 4' PLUS OR MINUS 1', AT POINT OF PLACEMENT. 5) MIX PROPORTIONING: 3000 P.S.I. (AT 28 DAYS) 6) RATE OF HARDENING: CONCRETE IS DESIGNED ASSUMING NORMAL RATE OF HARDENING. WHEN CURING AIR IS ABOVE 90 DEGREES F., HARDENING RATE SHALL BE RETARDED. WHEN AIR TEMP, IS BELOW 50 DEGREES F., HARDENING RATE SHALL BE ACCELERATED. AGENTS USED FOR THE ACCELERATING OR RETARDING PROCESS SHALL FIRST BE SUBMITTED TO AND REVIEWED BY THE MEIJER PROPERTY DEVELOPMENT DEPARTMENT. E. THE EXISTING FLOOR SLAB SHALL BE TIED TO THE NEW SLAB USING SMOOTH DOWELS GREASED AT ONE SIDE AS FOLLOWS: 1) FOR TRENCHES UP TO 1 U-0- WIDE, USE #5 DOWELS 12- LONG AT 24' O.C. 2) FOR TRENCHES OVER 10'-0" WIDE, USE #6 DOWELS 18- LONG AT 24- 0,C. 3) FOR TRENCHES TYPICALLY 10- WIDE, USE #3 DOWELS 6- LONG AT 18' O.C. STAGGERED FROM SIDE TO SIDE OF TRENCH. CONCRETE SHALL BE 'QUICKRETE 5000" HIGH EARLY STRENGTH CONCRETE MIX #1007 OR APPROVED EQUAL MIX AND INSTALL PER MANUFACTURER'S INSTRUCTIONS PRINTED ON EACH BAG. F. FINISH INTERIOR SURFACES WITH STEEL TROWEL, SMOOTH AND LEVEL IN (2) OR MORE PASSES, EXTERIOR SURFACES TO HAVE BROOM FINISH. DEMOLITION- FLOOR FINISH PLAN S' ;ALE: 1/4" = V-0" N SAW CUTTING SPECIFICATIONS: A PRIOR TO SAW CUTTING THE EXISTING CONCRETE FLOOR, THE CONTRACTOR MUST REFER TO THE FOLLOWING STEPS: 1) ELECTRONICALLY -TRACE' THE AREA TO BE REMOVED TO LOCATE ANY/ALL CONDUCTIVE WIRE OR PIPING THAT MAY BE INSIDE OR BELOW THE CONCRETE SLAB. 2; THE SAW BLADE MUST BE SET 1/4" UP FROM THE BOTTOM OF THE SLAB IN THOSE AREA WHERE LINES ARE DETECTED. REVIEW W/ MEIJER PROPERTY MANAGEMENT & SERVICES THE ORIGINAL STORE CONSTRUCTION DOCUMENTS FOR THESE AREAS PRIOR TO SAW -CUTTING TO VERIFY THE DEPTH OF THE CONCRETE SLAB. 3) THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR MUST REVIEW ALL SAW -CUT PROCEDURES IN THE PRE -CONSTRUCTION MEETING AND REVIEW EMERGENCY PROCEDURES WITH THE CONTRACTOR FOR ANY EMERGENCY REPAIRS (I.E. ELECTRICAL, REFRIGERATION, ETC..). B. AiFTER SAW CUTTING AND REMOVING THE EXISTING FLOOR FOR TRENCHING, THE CONTRACTOR MUST TIE THE EXISTING FLOOR SLAB TO THE NEW SLAB USING SMIXTH DOWELS GREASED AT ONE SIDE AS FOLLOWS: 1) FOR TRENCHES UP TO T V WIDE, IJSE 9.0 LS 12' LONG AT 24' O.C. 2) FOR TRENCHES OVER 104" WIDE, USE #6 DOWELS 18' LONG AT 24' O.C. 3) FOR TRENCHES TYPICALLY 10' WIDE, USE #3 DOWELS 6- LONG AT 18' O.C. STAGGERED FROM SIDE TO SIDE OF TRENCH. CONCRETE SHALL BE 'QUICKRETE 5000' HIGH EARLY STRENGTH CONCRETE MIX #1007 OR APPROVED EQUAL. MIX AND INSTALL PER MANUFACTURER'S INSTRUCTIONS PRINTED ON EACH BAG. C. THE SUBGRADE UNDER THE CONCRETE SLAB SHALL BE MECHANICALLY COMPACTED TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78). REMOVE APPROXIMATELY 26 SQ. FT. OF EXISTING V.C.T. SEE NOTE 9. EXISTING FLOOR FINISH LEGEND F7 ARMSTRONG #51911 'CLASSIC WHITE" ®ARMSTRONG #51908 'PEWTER' ARMSTRONG #51842 'PAGODA RED' ® ARMSTRONG #51970'MONO BLACK' COMP. SQ. OARMSTRONG #51983'PARTY WHITE' COMP. SQ. ® ARMSTRONG #51910'CLASSIC BLACK" gv`ax\o� tca` Lo,`�, b�g�t OE State Cj��v� s p� aF RM�� i c� SHEET NO. D-101 A-101 A-102 P-101 P-102 M-101 E-101 E-102 DRAWING INDEX DESCRIPTION DEMOLITION PLANS NEW FLOOR PLANS & EQUIPMENT SCHEDULE SECTIONS, DETAILS & FINISH SCHEDULES DEMOLITION & NEW UNDERFLOOR PLUMBING PLANS DEMOLITION & NEW PLUMBING PLANS DEMOLITION & NEW HVAC PLANS EXISTING & NEW ELECTRICAL & LIGHTING PLANS LIGHTING CONTROL DIAGRAM & DETAILS GENERAL PROVISIONS: A. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING WORK BEFORE SUBMITTING THEIR BIDS. 1. THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SELECTIVE DEMOLITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK B. THE CONTRACTORS SHALL OBTAIN ALL PERMITS AND PAY ALL NECESSARY FEES. C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, WHITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS REQUIRED OR AS INDICATED ON DRAWINGS TO MAINTAIN ASAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUT-0FF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE MEIJER STORE DIRECTOR, LOSS PREVENTION DEPT, AND PROPERTY MANAGEMENT & SERVICES SUPERVISOR A MINIMUM OF TWO (2) DAYS IN ADVANCE. E. SALVAGE AND DISPOSAL 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER, INC. WITH DISPOSITION CONFIRMED AT THE PRE -CONSTRUCTION MEETING. 2. DISPOSAL: THE CONTRACTOR SHALL PROMPTLY AND LEGALLY DISPOSE OF NON -SALVAGED EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL AND SHALL PROVIDE THEIR OWN DUMPSTERAS REQUIRED. F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC. ALL SURFACES AND SUBSURFACES WITHIN THE PROJECT AREA SHALL BE PATCHED AND REPAIRED TO PROVIDE PROPER CONDITIONS FOR NEW CONSTRUCTION. G. THE CONTRACTOR MUST SUBMITAS-BUILT DRAWINGS TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR AT THE COMPLETION OF THE PROJECT. CONCRETE PATCHING SPECIFICATIONS: THI= CONTRACTOR MUST FIRST REMOVE ANY /ALL UNSOUND CONCRETE FF' lM THE EXISTING AREAS TO BE PATCHED AND / OR REPLACED DOWN TO SC -IND CONCRETE. THE CONCRETE AREATO BE REPAIRED MUST BE TESTED FOR SOUNDNESS BY TAPPING A HAMMER ON THE CONCRETE SLAB AND i !STENING FOR HOLLOW SPOTS. IF HOLLOW SPOTS ARE DETECTED FURTHER FLAB REMOVAL WILL BE REQUIRED. !c EXISTING (CONCRETE BASE FOR REPAIR IS SOUND AND NO CONCRETE REMOVAL iS NECESSARY, CONTRACTOR MUST REMOVE 100°/6 OF ALL EXISTING DIRT, OIL, GREASE, EXISTING COMPOUNDS OR ANY OTHER RESIDUE THAT MAY EE ON THE CONCRETE SURFACE TO PREVENT GOOD ADHESION OF PA!-CHING MATERIAL REMOVE ALL WATER AND DUST PRIOR TO INSTALLATION OF FILL MATER!AL, C. CONCRETE CC,r: TRACTOR SHALL SAWCUT PERIMETER OF REPAIR AREA BY A MAXIMUM DEPTH OF 1/2', THUS PROVIDING A UNIFORM DEPTH AND FIRM BONDING AREAS. D. APPROVED MATERIALS FOR FILLING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALLAREAS OF DETERIORATED CONCRETE TO BE AS FOLLOWS: 1) DAYTON SUPERIOR CORPORATION - PERMA PATCH 2) THE EUCLID CHEMICAL COMPANY - EUCOCRETE 3) SONNEBORN CHEMREX, INC. - EPOLITH PATCHER E. PRIOR TO INSTALLING PATCHING MATERIAL, A BONDING AGENT MUST FIRST BE APPLIED TO THE DRY, CLEAN SUBSTRATE. THIS WILL ENSURE GOOD ADHESION TO THE EXISTING CONCRETE. BONDING AGENT AND PATCHING MATERIAL SHALL BE FROM SAME MANUFACTURER F. FOR LARGER INSTALLATIONS OF PATCHING MATERIAL, THE ADDITION OF LARGER AGGREGATE (I.E.: 3/8' PEA GRAVEL) IS REQUIRED TO REDUCE THE DRYING SHRINKAGE OF THE REPAIR MATERIAL AND INCREASE THE LONG-TERM DURABILITY OF THE REPAIR (�K)cNF(c TKC I I I PLAN N ARCHITECT SEAL �gil D K 0 \STEAF T'9 ` TATE OF ®s ••'�• ;ND I ANP ENGINEER SEAL s��''�1STFh;• 9 No. 950 08 fil/ONALol0ko I M cc -cc -- i RELOCATE (2) TRASH CANS. SEE NEW FLOOR PLAN, SHEET A-101. i nccccI cccccc i SEATING AREA I I cCIF7D C17E I M M I I i (15 DEMOLITION PLAN , SCALE: 1/4" = V-0" N 1. MEIJER TEAM MEMBERS SHALL REMOVE ALL PRODUCT AND MISCELLANEOUS ITEMS FROM CONSTRUCTION AREA PRIOR TO START OF CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL REMOVE EXISTING REFRIGERATED DISPLAY CASE. TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. COORDINATE WITH ELECTRICAL CONTRACTOR 3. GENERAL CONTRACTOR SHALL REMOVE EXISTING GOURMET COFFEE MILLWORK FRONT COUNTER AND BACK COUNTER DISPOSE OF PROPERLY. REMOVE ALL EQUIPMENT FROM COUNTERS AND TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. EXISTING CASH REGISTER SHALL BE RELOCATED BY OTHER. SEE SHEET E-101. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS. 4. GENERAL CONTRACTOR SHALL REMOVE EXISTING GOURMET BULK COFFEE MILLWORK DISPLAYS. DISPOSE OF PROPERLY. RELOCATE (26) EXISTING BULK COFFEE BINS AND (2) COFFEE GRINDERS. SEE NEW FLOOR PLAN, SHEET A-101. TURN OVER BULK COFFEE BINS NOT USED IN NEW FLOOR PLAN TO OWNER FOR DISPOSITION AT STORE LEVEL. COORDINATE WITH ELECTRICAL CONTRACTOR 5. GENERAL CONTRACTOR SHALL REMOVE EXISTING CAFE COPPA SUSPENDED SIGNAGE AND MENU BOARDS. DISPOSE OF PROPERLY. 6. GENERAL CONTRACTOR SHALL REMOVE EXISTING METRO SHELVING, WALL SHELVING, AND MISC. ITEMS FROM PROJECT AREA TURN OVER TO OWNER FOR DISPOSITION AT STORE LEVEL. 7. GENERAL CONTRACTOR SHALL REMOVE EXISTING SUSPENDED CEILING GRID AND TILE IN CAFE COPPA. PATCH AND REPAIR REMAINING WALLS AS REQUIRED. SEE INTERIOR FINISH SCHEDULE SHEET A-103. COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 8. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALLS AND BULKHEAD AS SHOWN CROSS HATCHED. DISPOSE OF PROPERLY. PATCH AND REPAIR REMAINING BULKHEAD, SIGN BAND, WALLS, AND FLOOR AS REQUIRED. SEE INTERIOR FINISH SCHEDULE SHEETM103. REMOVE DOUBLE SWINGING DOOR DISPOSE OF PROPERLY COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 9. GENERAL CONTRACTOR SHALL REMOVE V.C.T. AND BEDSET HARD TILEAS SHOWN ON DEMOLITION FLOOR FINISH PLAN, THIS SHEET. DISPOSE OF PROPERLY. PATCH AND REPAIR CONCRETE SLAB, AS REQUIRED. SEE CONCRETE PATCHING SPECIFICATIONS, THIS SHEET. PREP FLOOR FOR INSTALLATION OF NEW V.C.T. SEE SHEET A-101. REPLACE ADJACENT FLOOR TILE DAMAGED FROM REMOVAL OF EXISTING TILE, AS REQUIRED. VERIFY THE AVAILABILITY OF REPLACEMENT TILE WITH THE STORE CARPENTER FOR SMALL QUANTITIES. PROVIDE NEW AS REQUIRED. SEE EXISTING FLOOR TILE LEGEND, THIS SHEET. INSTALL REPLACEMENT TILE WITH ARMSTRONG S-515 CLEARSET ADHESIVE PER MANUFACTURER'S PRINTED DIRECTIONS. 10. GENERAL CONTRACTOR SHALL REMOVE EXISTING STAINLESS STEEL, CERAMIC TILE, BASE, & GYPSUM BOARD BACKER FROM WALLS. DISPOSE OF PROPERLY. PATCH AND REPAIR ADJACENT WALLS AND WALL ABOVE TILE, AS REQUIRED. SEE INTERIOR FINISH SCHEDULE, SHEET A-102, FOR WALL FINISH. 11. GENERAL CONTRACTOR SHALL REMOVE EXISTING WALLPAPER BORDER, CERAMIC TILE CART RAIL, PLASTIC LAMINATE, AND CORNER GUARD. REMOVE EXISTING GYPSUM BOARD AND VINYL BASE, AS REQUIRED. DISPOSE OF PROPERLY. PATCH AND REPAIR ADJACENT WALLS AS REQUIRED. FINISH TO MATCH EXISTING. 12. GENERAL CONTRACTOR SHALL REMOVE ACCESS HATCH AND ACCESS HATCH FRAME. DISPOSE OF PROPERLY. SAWCUT FLOOR AS REQUIRED. SEE SAWCUTTING SPECIFICATION, THIS SHEET. PATCH AND FILL FLOOR WITH COMPACTED GRANULAR FILL AND 5" OF CONCRETE. SEE CONCRETE SPECIFICATION, THIS SHEET. PREP FLOOR FOR INSTALLATION OF V.C.T. CONCRETE SPECIFICATIONS: A THE SUBGRADE UNDER THE CONCRETE SLAB SHALL BE MECHANICALLY COMPACTED TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78). B. STRUCTURAL FILL MATERIALS FOR THE SUBGRADE SHALL BE CLEAN, WELL GRADED, GRANULAR MATERIAL, FREE OF DELETERIOUS MATERIALS, WITH 100% PASSING THE 3' SIEVE, 60-100% PASSING THE 1" SIEVE, 0-30% PASSING THE NUMBER 100 SIEVE, AND 0-7% LOSS BY WASHING AS PER ASTM C-136 AND ASTM C-117, LATEST EDITION. MATERIALS MUST BE APPROVED BY TESTING CONSULTANT. C. INTERIOR SLABS TO BE PLACED ON A MINIMUM SUBBASE OF 4" SMOOTH, LEVEL AND COMPACTED GRANULAR OR CRUSHED FILL MATERIAL (NO SAND) TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78) TO RECEIVE A CONSISTENT THICKNESS OF CONCRETE. D CONCRETE MATERIALS TO BE AS FOLLOWS: 1) DESIGN OF MIXTURE: DESIGN IN STRICT ACCORDANCE WITH ACI 211.1, ACI 318, AND ASTM C94. 2) CEMENT TYPE: PORTLAND CEMENT, ASTM C150 TYPE I, II, OR III PROVIDED FROM ONE SUPPLIER. 3) MAXIMUM SIZE AGGREGATE: COARSE AGGREGATE, LOW SHRINKAGE TYPE, ASTM C-33, SIZE #467, 1 1 /2" TO #4. 4) SLUMP RANGE: 4' PLUS OR MINUS 1', AT POINT OF PLACEMENT. 5) MIX PROPORTIONING: 3000 P.S.I. (AT 28 DAYS) 6) RATE OF HARDENING: CONCRETE IS DESIGNED ASSUMING NORMAL RATE OF HARDENING. WHEN CURING AIR IS ABOVE 90 DEGREES F., HARDENING RATE SHALL BE RETARDED. WHEN AIR TEMP, IS BELOW 50 DEGREES F., HARDENING RATE SHALL BE ACCELERATED. AGENTS USED FOR THE ACCELERATING OR RETARDING PROCESS SHALL FIRST BE SUBMITTED TO AND REVIEWED BY THE MEIJER PROPERTY DEVELOPMENT DEPARTMENT. E. THE EXISTING FLOOR SLAB SHALL BE TIED TO THE NEW SLAB USING SMOOTH DOWELS GREASED AT ONE SIDE AS FOLLOWS: 1) FOR TRENCHES UP TO 1 U-0- WIDE, USE #5 DOWELS 12- LONG AT 24' O.C. 2) FOR TRENCHES OVER 10'-0" WIDE, USE #6 DOWELS 18- LONG AT 24- 0,C. 3) FOR TRENCHES TYPICALLY 10- WIDE, USE #3 DOWELS 6- LONG AT 18' O.C. STAGGERED FROM SIDE TO SIDE OF TRENCH. CONCRETE SHALL BE 'QUICKRETE 5000" HIGH EARLY STRENGTH CONCRETE MIX #1007 OR APPROVED EQUAL MIX AND INSTALL PER MANUFACTURER'S INSTRUCTIONS PRINTED ON EACH BAG. F. FINISH INTERIOR SURFACES WITH STEEL TROWEL, SMOOTH AND LEVEL IN (2) OR MORE PASSES, EXTERIOR SURFACES TO HAVE BROOM FINISH. DEMOLITION- FLOOR FINISH PLAN S' ;ALE: 1/4" = V-0" N SAW CUTTING SPECIFICATIONS: A PRIOR TO SAW CUTTING THE EXISTING CONCRETE FLOOR, THE CONTRACTOR MUST REFER TO THE FOLLOWING STEPS: 1) ELECTRONICALLY -TRACE' THE AREA TO BE REMOVED TO LOCATE ANY/ALL CONDUCTIVE WIRE OR PIPING THAT MAY BE INSIDE OR BELOW THE CONCRETE SLAB. 2; THE SAW BLADE MUST BE SET 1/4" UP FROM THE BOTTOM OF THE SLAB IN THOSE AREA WHERE LINES ARE DETECTED. REVIEW W/ MEIJER PROPERTY MANAGEMENT & SERVICES THE ORIGINAL STORE CONSTRUCTION DOCUMENTS FOR THESE AREAS PRIOR TO SAW -CUTTING TO VERIFY THE DEPTH OF THE CONCRETE SLAB. 3) THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR MUST REVIEW ALL SAW -CUT PROCEDURES IN THE PRE -CONSTRUCTION MEETING AND REVIEW EMERGENCY PROCEDURES WITH THE CONTRACTOR FOR ANY EMERGENCY REPAIRS (I.E. ELECTRICAL, REFRIGERATION, ETC..). B. AiFTER SAW CUTTING AND REMOVING THE EXISTING FLOOR FOR TRENCHING, THE CONTRACTOR MUST TIE THE EXISTING FLOOR SLAB TO THE NEW SLAB USING SMIXTH DOWELS GREASED AT ONE SIDE AS FOLLOWS: 1) FOR TRENCHES UP TO T V WIDE, IJSE 9.0 LS 12' LONG AT 24' O.C. 2) FOR TRENCHES OVER 104" WIDE, USE #6 DOWELS 18' LONG AT 24' O.C. 3) FOR TRENCHES TYPICALLY 10' WIDE, USE #3 DOWELS 6- LONG AT 18' O.C. STAGGERED FROM SIDE TO SIDE OF TRENCH. CONCRETE SHALL BE 'QUICKRETE 5000' HIGH EARLY STRENGTH CONCRETE MIX #1007 OR APPROVED EQUAL. MIX AND INSTALL PER MANUFACTURER'S INSTRUCTIONS PRINTED ON EACH BAG. C. THE SUBGRADE UNDER THE CONCRETE SLAB SHALL BE MECHANICALLY COMPACTED TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS (ASTM D1557-78). REMOVE APPROXIMATELY 26 SQ. FT. OF EXISTING V.C.T. SEE NOTE 9. EXISTING FLOOR FINISH LEGEND F7 ARMSTRONG #51911 'CLASSIC WHITE" ®ARMSTRONG #51908 'PEWTER' ARMSTRONG #51842 'PAGODA RED' ® ARMSTRONG #51970'MONO BLACK' COMP. SQ. OARMSTRONG #51983'PARTY WHITE' COMP. SQ. ® ARMSTRONG #51910'CLASSIC BLACK" gv`ax\o� tca` Lo,`�, b�g�t OE State Cj��v� s p� aF RM�� i c� SHEET NO. D-101 A-101 A-102 P-101 P-102 M-101 E-101 E-102 DRAWING INDEX DESCRIPTION DEMOLITION PLANS NEW FLOOR PLANS & EQUIPMENT SCHEDULE SECTIONS, DETAILS & FINISH SCHEDULES DEMOLITION & NEW UNDERFLOOR PLUMBING PLANS DEMOLITION & NEW PLUMBING PLANS DEMOLITION & NEW HVAC PLANS EXISTING & NEW ELECTRICAL & LIGHTING PLANS LIGHTING CONTROL DIAGRAM & DETAILS GENERAL PROVISIONS: A. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING WORK BEFORE SUBMITTING THEIR BIDS. 1. THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SELECTIVE DEMOLITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK B. THE CONTRACTORS SHALL OBTAIN ALL PERMITS AND PAY ALL NECESSARY FEES. C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, WHITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS REQUIRED OR AS INDICATED ON DRAWINGS TO MAINTAIN ASAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUT-0FF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE MEIJER STORE DIRECTOR, LOSS PREVENTION DEPT, AND PROPERTY MANAGEMENT & SERVICES SUPERVISOR A MINIMUM OF TWO (2) DAYS IN ADVANCE. E. SALVAGE AND DISPOSAL 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER, INC. WITH DISPOSITION CONFIRMED AT THE PRE -CONSTRUCTION MEETING. 2. DISPOSAL: THE CONTRACTOR SHALL PROMPTLY AND LEGALLY DISPOSE OF NON -SALVAGED EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL AND SHALL PROVIDE THEIR OWN DUMPSTERAS REQUIRED. F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC. ALL SURFACES AND SUBSURFACES WITHIN THE PROJECT AREA SHALL BE PATCHED AND REPAIRED TO PROVIDE PROPER CONDITIONS FOR NEW CONSTRUCTION. G. THE CONTRACTOR MUST SUBMITAS-BUILT DRAWINGS TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR AT THE COMPLETION OF THE PROJECT. CONCRETE PATCHING SPECIFICATIONS: THI= CONTRACTOR MUST FIRST REMOVE ANY /ALL UNSOUND CONCRETE FF' lM THE EXISTING AREAS TO BE PATCHED AND / OR REPLACED DOWN TO SC -IND CONCRETE. THE CONCRETE AREATO BE REPAIRED MUST BE TESTED FOR SOUNDNESS BY TAPPING A HAMMER ON THE CONCRETE SLAB AND i !STENING FOR HOLLOW SPOTS. IF HOLLOW SPOTS ARE DETECTED FURTHER FLAB REMOVAL WILL BE REQUIRED. !c EXISTING (CONCRETE BASE FOR REPAIR IS SOUND AND NO CONCRETE REMOVAL iS NECESSARY, CONTRACTOR MUST REMOVE 100°/6 OF ALL EXISTING DIRT, OIL, GREASE, EXISTING COMPOUNDS OR ANY OTHER RESIDUE THAT MAY EE ON THE CONCRETE SURFACE TO PREVENT GOOD ADHESION OF PA!-CHING MATERIAL REMOVE ALL WATER AND DUST PRIOR TO INSTALLATION OF FILL MATER!AL, C. CONCRETE CC,r: TRACTOR SHALL SAWCUT PERIMETER OF REPAIR AREA BY A MAXIMUM DEPTH OF 1/2', THUS PROVIDING A UNIFORM DEPTH AND FIRM BONDING AREAS. D. APPROVED MATERIALS FOR FILLING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALLAREAS OF DETERIORATED CONCRETE TO BE AS FOLLOWS: 1) DAYTON SUPERIOR CORPORATION - PERMA PATCH 2) THE EUCLID CHEMICAL COMPANY - EUCOCRETE 3) SONNEBORN CHEMREX, INC. - EPOLITH PATCHER E. PRIOR TO INSTALLING PATCHING MATERIAL, A BONDING AGENT MUST FIRST BE APPLIED TO THE DRY, CLEAN SUBSTRATE. THIS WILL ENSURE GOOD ADHESION TO THE EXISTING CONCRETE. BONDING AGENT AND PATCHING MATERIAL SHALL BE FROM SAME MANUFACTURER F. FOR LARGER INSTALLATIONS OF PATCHING MATERIAL, THE ADDITION OF LARGER AGGREGATE (I.E.: 3/8' PEA GRAVEL) IS REQUIRED TO REDUCE THE DRYING SHRINKAGE OF THE REPAIR MATERIAL AND INCREASE THE LONG-TERM DURABILITY OF THE REPAIR (�K)cNF(c TKC I I I PLAN N ARCHITECT SEAL �gil D K 0 \STEAF T'9 ` TATE OF ®s ••'�• ;ND I ANP ENGINEER SEAL s��''�1STFh;• 9 No. 950 08 fil/ONALol0ko 0 I M m 6 m v 0� m 3i 0 z 61 I vi T o Y Q J 2 07 w'Lu N c� �U.) m 7I ZT � 0 M 6 m v 0� m 3i 01M z 61 w� vi T o Y Q J 2 07 z m z N N c� _ DRAWN CHECKEC �- - - BY. CJF I- - PROJECT NUMBER: I J031094130 SHEET NUMBER D=101