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HomeMy WebLinkAbout05050037-42.3IRS' L K J I G A III N C 8 A , umma. PROTECT EXISTING SANITARY SEWER DURING CONSTRUCTION. i�i om■ �I I I 1 I 1 2 17 ANSCAPING, S & BUSHES E REMOVED F W TREES v�r ©'C & BUSHES BE REMOVED I IV \P/ Pct Pc\ 4 15 16 K4 r 7 18 i i I i I I I 9 $• 1 1 �� f4tw I,�� PROTECT EXISTING GAS AND STORM SEWER DURING CONSTRUCTION 11 112 II I I I I I I I I I I I I I I I I I I II I I II I I I II II ►I I I ( I I j II I II II II II I II I I I � II I II II PROTECT EXISTING STORM I I SEWER DURING II I CONSTRUCTION II II II I I j II SIGN TO B REMOVED II I I I II II I I j I I ( II ; II , II II i II II j II I II ; II , I I II I II II � II I II ; II , I I II II II � II I II ; II I I II II II ; II I II ; II , II II II I II ; II II .�_.- -..11. —. —� I I �w II II I I I I I I I I 12 3 14 EXISTING LEGEND: 15 DESCRIPTION: vv� EXISTING ASPHALT a r7 EXISTING CONCRETE REVISION RECORD TEMPORARY BENCHMARK Q SECTION CORNER • — _ — = REBAR FOUND • CUT "X" FOUND (s RAILROAD SPIKE FOUND ® MAG NAIL SET GAS LINE MAG NAIL FOUND 0 ELECTRIC OUTLET > LIGHT POLE Q ELECTRIC TRANSFORMER REINFORCED CONCRETE PIPE ELECTRIC METER BOX POLYVINYL CHLORIDE PIPE GROUND LIGHT -a TELEPHONE PEDESTAL ® END SECTION CORRUGATED PLASTIC PIPE SIGN © GAS METER ® HANDICAP SYMBOL �a WATER VALVE CONCRETE FIRE HYDRANT ®w WELL R� HOSE BIB DEED BEARING /DISTANCE SANITARY MANHOLE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICS -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 4 OR DESCRIPTION: vv� DRAINAGE MANHOLE INLET REVISION RECORD BUSH r� DECIDUOUS TREE • — _ — = FARM FIELD FENCE • FLOWLINE • • - -- exec - -- UNDERGROUND ELECTRIC - -- gas - -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT —OF —WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SO. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 7[D:EMOLITION LEGEND- DEMOLITION NOTES 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 SALVAGED 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. 6. 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, SIDEWALKS, OR ANY OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITY HAVING JURISDICTION AND \OR 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, UTILITIES, 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 GEOTECHNICAL REPORT, OR IF SUCH REPORT IS UNAVAILABLE, TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -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 +/– 37. 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. 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 area, 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. 5 16 r 20 0 10 20 vv� ASPHALT TO BE REMOVED CONCRETE TO BE REMOVED REVISION RECORD STONE TO BE REMOVED E1111M., BUILDING TO BE REMOVED 0 MISC. ITEM TO BE REMOVED WALLS & FENCE TO BE REMOVED UTILITIES TO BE DEMOLITION NOTES 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 SALVAGED 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. 6. 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, SIDEWALKS, OR ANY OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITY HAVING JURISDICTION AND \OR 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, UTILITIES, 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 GEOTECHNICAL REPORT, OR IF SUCH REPORT IS UNAVAILABLE, TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -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 +/– 37. 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. 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 area, 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. 5 16 r 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) REVISION RECORD 0 Q 4%% Q 0 N I C. ,s - ...... • � ' P • •PsrE �Q � Z, o : N- – : PE10300058 STATE OF 00 ft. 111111 A c. HJ DATE: 311812005 DWN BY: ,J RD CHKD. BY: ACH SCALE: 1 "=20' DATE: 03/18/05 n u Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 W LU ryo rvoO z W M Q Q (.0 z /W d- CL W =z z cw 0 v (� r- z F- 1 M _ W JQW 0 Q = 0 W t�vU Q Vi PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C1 SHEET OF