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Home My WebLink About03100005 Construction Plans for National Bank of Indianapolis pg. 2»7 EXISTING LEGEND: CTORS ROW, SUITE E PHONE: 3 .IS, INDIANA 46241 FAX: a DESCRIPTION: DESCRIPTION: DESCRIPTION: ^v CONCRETE TO BE REMOVED EXISTING ASPHALT [X] WATER VALVE MARKET SI ANAPOLIS,] EXISTING BRICK 0t FIRE HYDRANT am sr ma v EXISTING CONCRETE SIGN tlo TEMPORARY BENCH MARK oo MAILBOX DATE: A SECTION CORNER 106TH MICHIGAN ROAD A MONUMENT it |NLET 0 C El 0 DRAINAGE MANHOLE P) PK NAIL FOUND N CURB INLET NN POWER POLE x DECIDUOUS TREE I GUY WIRE CONIFEROUS TREE K�� BY: ��F�[] CHKD, BY: DRM SCALE: 1" 2[] K�J�~��^ l ��/[]�5 PROJECT NUMBER 03-202 DESIGN PHASE DEVELOPMENT �Y�� l��l� PLAN NUMBER C CO SHEET OF »7 EXISTING LEGEND: DESCRIPTION: DESCRIPTION: DESCRIPTION: ^v CONCRETE TO BE REMOVED EXISTING ASPHALT [X] WATER VALVE EXISTING BRICK 0t FIRE HYDRANT am sr ma v EXISTING CONCRETE SIGN -4, TEMPORARY BENCH MARK oo MAILBOX A SECTION CORNER BEEHIVE INLET A MONUMENT it |NLET 0 REBAR FOUND/REBAR SET 0 DRAINAGE MANHOLE P) PK NAIL FOUND N CURB INLET NN POWER POLE x DECIDUOUS TREE I GUY WIRE CONIFEROUS TREE TELEPHONE PEDESTAL -ohv/- OVERHEAD ELECTRIC UNE -8 TRAFFIC POLE UNDERGROUND ELECTRIC SANITARY MANHOLE ----tele--- UNDERGROUND TELEPHONE BORING °t' WATER LINE o STAND PIPE ----n«»--- GAS LINE (5 0.2 106th S l[ R b t c• ---w.----"* (asphalt) 9p 7, ,^_-,,�L.,... ,m e' wooden fence --'~_-�8Q X wtr X c� _--_te 00000 0)^• -r ,`9 wtr T ^i �r 97.05' -894-- •010 ■011B CE tbAR Bg4 'o 7 o '�y •N5 1 X X X X X X X X X X X X 15"CWP8cEND inv ewzuz w" -7 v v m 4` Y� 7. °�r f' s''' \u x v u` 0 .n m r o er` l)� -m��Li vp x �ev r X C6 X X X X X X I vr -r v c� `«o �-VV- .4� `vuv x\ A u' o cp l �a 1 xr� 9 5 (1 x 4,\4_ �\a�' �r\ I''‘, °x�) �v�� r x Y^ 't, I «r- 1 x ,n PROJECT LOCATION \C--) v -m s x -17 x 'I s x� !i n, x x x� r �i v` x x x Cornwallis J „ca VICINITY MAF NOT TO SCALE DEMOLITION NOTES 6. "HOLEY MOLEY" SEZ: V7/ NORTH 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFF-SITE OF ALL ITEMS SHOWN ON THE DEMOLITION PLAN INCLUDING ITEMS ENCOUNTERED DURING EXCAVATION OF BUILDING FOUNDATIONS AND UTILITY PLACEMENT. 2. PRIOR TO STARTING DEMOLITION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY LOCAL GOVERNMENTAL AGENCIES. 3. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR THE DISCONNECTION AND REMOVAL OF SERVICES TO EXISTING STRUCTURES. 4. ITEMS SHOWN ON THE DEMOLITION PLAN TO BE SALVAGE D SHALL BE TRANSPORTED TO A LOCATION SPECIFIED BY THE OWNER OR HIS HER REPRESENTATIVE. 5. ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED WITH THE PERMISSION OF THE OWNER OR HIS \HER REPRESENTATIVE. THE CONTRACTOR SHALL NOT STORE THESE ITEMS ON SITE. THE CONTRACTOR SHALL NOT USE EXPLOSIVES OR BURN DEBRIS. 7. CONDUCT DEMOLITION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH ROADS, SIDEWALKS AND ANY OTHER ADJACENT OCCUPIED FACILITIES. 8. DO NOT CLOSE OR OBSTRUCT ROADS, S|OEWALKS, OR ANY OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITY HAVING JURISDICTION AND\DR PROPERTY OWNERS. 9. THE CONTRACTOR SHALL ENSURE SAFE PASSAGE OF PERSONS TRAVERSING THROUGH OR AROUND THE CONSTRUCTION SITE. 10. THE CONTRACTOR SHALL PROTECT SURROUNDING STRUCTURES, UllLIT|ES, AND OTHER FACILITIES FROM DAMAGE DURING DEMOLITION AND REMOVAL OPERATIONS. 11. BUILDING STRUCTURES INCLUDING FOUNDATIONS AND BASEMENTS, SHALL BE REMOVED AND BACKFILLED WITH APPROVED BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING EIGHT INCHES IN THICKNESS. EACH LIFT SHALL BE COMPACTED IN ACCORDANCE WITH THE GEDTECHN|CAL REPORT, OR IF SUCH REPORT IS UNAVAILABLE, TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557. MODIFIED PROCTOR METHOD 3% OF OPTIMUM MOISTURE CONTENT. 12. UTILITIES SHALL BE REMOVED AND THE TRENCHES BACKFILLED WITH APPROVED BACKFILL MATERIAL. BACKFILL MATERIAL SHALL BE PLACED IN MAXIMUM EIGHT INCH LIFTS AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT OR TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557, MODIFIED PROCTOR METHOD 3% OF OPTIMUM MOISTURE CONTENT. 13. TRANSPORT DEMOLITION MATERIAL TO AN INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PERMITTED LANDFILL SUCH AS TWIN BRIDGES LANDFILL IN DANVILLE, INDIANA. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE CONSTRUCTION SITE AND SURROUNDING AREAS ARE FREE OF ACCUMULATED DEBRIS. "IT'S ^n x�x�� LAW" N[] Survey d boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. CALL TWO WORKING DAYS BEFORE YOU DIG �~�\K��~"��°�—�x�^��. x�^^^^ ~�^�u�—`�~^_n_r CALL TOLL FREE �~��K��—x�^��~»�°�K�K� x x�^^.�—�'^�v� ~�x�"�^v FOR CALLS OUTSIDE OF INDIANA INDIANA UNDERGROUND PROTECTION SERVICE INC. IN FEET 1 inch 20 ft. UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the onoo, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. BENCHMARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TOM #77 A CHISELED "X" ON TOP OF CURB ON 300'± W. OF MICHIGAN ROAD, N. SIDE NORTHWEST PLAZA S. SIDE NORTHWESTERN DR., CURB ISLAND ENTRANCE TO ELEV 891.30 TBM I/78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALER3H|P, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 4O0'± W. OF MICHIGAN ROAD. ELEV 888.25 »7 .v DEMOLITION LEGEND: 2 DESCRIPTION: ASPHALT TO BE REMOVED CONCRETE TO BE REMOVED STONE TO BE REMOVED WOODS TO BE REMOVED 0 MISC. ITEM TO BE REMOVED am sr ma WALLS FENCE TO BE REMOVED UTILITIES TO BE REMOVED .0, (5 0.2 106th S l[ R b t c• ---w.----"* (asphalt) 9p 7, ,^_-,,�L.,... ,m e' wooden fence --'~_-�8Q X wtr X c� _--_te 00000 0)^• -r ,`9 wtr T ^i �r 97.05' -894-- •010 ■011B CE tbAR Bg4 'o 7 o '�y •N5 1 X X X X X X X X X X X X 15"CWP8cEND inv ewzuz w" -7 v v m 4` Y� 7. °�r f' s''' \u x v u` 0 .n m r o er` l)� -m��Li vp x �ev r X C6 X X X X X X I vr -r v c� `«o �-VV- .4� `vuv x\ A u' o cp l �a 1 xr� 9 5 (1 x 4,\4_ �\a�' �r\ I''‘, °x�) �v�� r x Y^ 't, I «r- 1 x ,n PROJECT LOCATION \C--) v -m s x -17 x 'I s x� !i n, x x x� r �i v` x x x Cornwallis J „ca VICINITY MAF NOT TO SCALE DEMOLITION NOTES 6. "HOLEY MOLEY" SEZ: V7/ NORTH 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFF-SITE OF ALL ITEMS SHOWN ON THE DEMOLITION PLAN INCLUDING ITEMS ENCOUNTERED DURING EXCAVATION OF BUILDING FOUNDATIONS AND UTILITY PLACEMENT. 2. PRIOR TO STARTING DEMOLITION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY LOCAL GOVERNMENTAL AGENCIES. 3. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR THE DISCONNECTION AND REMOVAL OF SERVICES TO EXISTING STRUCTURES. 4. ITEMS SHOWN ON THE DEMOLITION PLAN TO BE SALVAGE D SHALL BE TRANSPORTED TO A LOCATION SPECIFIED BY THE OWNER OR HIS HER REPRESENTATIVE. 5. ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED WITH THE PERMISSION OF THE OWNER OR HIS \HER REPRESENTATIVE. THE CONTRACTOR SHALL NOT STORE THESE ITEMS ON SITE. THE CONTRACTOR SHALL NOT USE EXPLOSIVES OR BURN DEBRIS. 7. CONDUCT DEMOLITION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH ROADS, SIDEWALKS AND ANY OTHER ADJACENT OCCUPIED FACILITIES. 8. DO NOT CLOSE OR OBSTRUCT ROADS, S|OEWALKS, OR ANY OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITY HAVING JURISDICTION AND\DR PROPERTY OWNERS. 9. THE CONTRACTOR SHALL ENSURE SAFE PASSAGE OF PERSONS TRAVERSING THROUGH OR AROUND THE CONSTRUCTION SITE. 10. THE CONTRACTOR SHALL PROTECT SURROUNDING STRUCTURES, UllLIT|ES, AND OTHER FACILITIES FROM DAMAGE DURING DEMOLITION AND REMOVAL OPERATIONS. 11. BUILDING STRUCTURES INCLUDING FOUNDATIONS AND BASEMENTS, SHALL BE REMOVED AND BACKFILLED WITH APPROVED BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING EIGHT INCHES IN THICKNESS. EACH LIFT SHALL BE COMPACTED IN ACCORDANCE WITH THE GEDTECHN|CAL REPORT, OR IF SUCH REPORT IS UNAVAILABLE, TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557. MODIFIED PROCTOR METHOD 3% OF OPTIMUM MOISTURE CONTENT. 12. UTILITIES SHALL BE REMOVED AND THE TRENCHES BACKFILLED WITH APPROVED BACKFILL MATERIAL. BACKFILL MATERIAL SHALL BE PLACED IN MAXIMUM EIGHT INCH LIFTS AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT OR TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557, MODIFIED PROCTOR METHOD 3% OF OPTIMUM MOISTURE CONTENT. 13. TRANSPORT DEMOLITION MATERIAL TO AN INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PERMITTED LANDFILL SUCH AS TWIN BRIDGES LANDFILL IN DANVILLE, INDIANA. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE CONSTRUCTION SITE AND SURROUNDING AREAS ARE FREE OF ACCUMULATED DEBRIS. "IT'S ^n x�x�� LAW" N[] Survey d boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. CALL TWO WORKING DAYS BEFORE YOU DIG �~�\K��~"��°�—�x�^��. x�^^^^ ~�^�u�—`�~^_n_r CALL TOLL FREE �~��K��—x�^��~»�°�K�K� x x�^^.�—�'^�v� ~�x�"�^v FOR CALLS OUTSIDE OF INDIANA INDIANA UNDERGROUND PROTECTION SERVICE INC. IN FEET 1 inch 20 ft. UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the onoo, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. BENCHMARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TOM #77 A CHISELED "X" ON TOP OF CURB ON 300'± W. OF MICHIGAN ROAD, N. SIDE NORTHWEST PLAZA S. SIDE NORTHWESTERN DR., CURB ISLAND ENTRANCE TO ELEV 891.30 TBM I/78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALER3H|P, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 4O0'± W. OF MICHIGAN ROAD. ELEV 888.25