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HomeMy WebLinkAbout05040003.9G1 L K J H F E C 11 A \ r PROTECT EXISTING •� T SANITARY SEWER DURING i CONSTRUCTION. S I NSCAPING, I �/ T S & BUSHES T E REMOVED I I I 6 i i i i 1 12 13 9 'REFS & BUS'r'FS TO BE REMOVED ET a � I I 4 15 Pct cc\ 6 7 t L i i i i 1 6% R401500 l I r PROTECT EXISTING GAS AND STORM SEWER DURING CONSTRUCTION I 11 {12 113 II I I I I I I I I II I I I I I I I I I I I I •-- •- L1 —• - -' wJ I I I I � II II I I ( II I I I i I I ( II II I II I I i II I I I i LI I II II I I PROTECT EXISTING STORM SEWER DURING II I CONSTRUCTION I I ( II II II I II I SIGN TO B REMOVED II I I I II II I I i II I II I II I I II i II II i II II i II I I II { II II I II I II II I I II II II II ( II i II I {I II II ( II i II I II i II I I II II ( II I II I I I _.. - - -iL I I O II I I II I I I I I I 2 13 14 EXISTING LEGEND: UN DESCRIPTION: SWIMMER EXISTING ASPHALT EXISTING CONCRETE $ TEMPORARY BENCHMARK Q SECTION CORNER . — • — • REBAR FOUND Q) CUT Y' FOUND (s RAILROAD SPIKE FOUND ® MAG NAIL SET GAS LINE MAG NAIL FOUND ® ELECTRIC OUTLET TOP OF RIM LIGHT POLE Q ELECTRIC TRANSFORMER 10 ELECTRIC METER BOX 4- GROUND LIGHT 4D- TELEPHONE PEDESTAL ® END SECTION CORRUGATED PLASTIC PIPE SIGN © GAS METER J HANDICAP SYMBOL �a WATER VALVE CONCRETE FIRE HYDRANT w� WELL SQUARE FEET HOSE BIB DEED BEARING /DISTANCE SANITARY MANHOLE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WOR, ING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION' SERVICE TWO (2) WORKING DAYS buy ORE COMMENCING WORK. 4 0 DESCRIPTION: SWIMMER DRAINAGE MANHOLE INLET BUSH 2 DECIDUOUS TREE . — • — • FARM FIELD FENCE DESIGN PHASE 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 SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE DEMOLITION LEGEND: DESCRIPTION: SWIMMER 1 CONCRETE TO BE REMOVED STONE TO BE REMOVED rI • REMOVED I� MISC. ITEM TO BE REMOVED DESIGN PHASE WALLS & FENCE TO BE REMOVED UTILITIES TO BE REMOVED 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 +/– 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. 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. i i Y -' O 5 W Q 1 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. 05 -110 (ASSUMED NORTH) DESIGN PHASE CONSTRUCTION REVISION RECORD C1 A IL SHEET OF 0 C. y �. ���� Q-e, • ��srFR GHQ �'� NO – PE10300058 ' STATE OF ', ," o;; ;'` Rw,,o, c. HJ DATE: 3-1 18 120D5 DWN BY: J RD CHKD. BY: ACH SCALE: 1 "= 20' DATE: 03/18/05 I— m W —'QW �3; rV00 p =< LL Q) U -' O 5 W Q PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C1 A IL SHEET OF