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PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER <br />F <br />E <br />oC <br />�J <br />[,d <br />J <br />w <br />N <br />w <br />0 <br />r� <br />M <br />�B <br />N <br />a <br />CV - <br />rn <br />0 <br />CV <br />oA <br />0 <br />DEMOLITION NOTES <br />1. THE DEFINITION OF DEMOLITION SHALL INCLUDE REMOVAL AND PROPER DISPOSAL OF <br />FACILITIES, UTILITIES, STRUCTURES, AND THEIR ASSOCIATED APPURTENANCES. DEMOLITION <br />SHALL NOT BE CONSIDERED TO INCLUDE ABANDON -IN -PLACE. ITEMS TO BE <br />ABANDONED -IN -PLACE WILL BE INDICATED AS SUCH. <br />2. DEMOLITION MATERIALS SHALL INCLUDE ALL DEBRIS, MATERIALS, GRIT, MUD, SLUDGE, AND <br />WATER FROM THE TANKAGE. THE CONTRACTOR SHALL COLLECT AND HAUL OFF ALL <br />DEMOLITION MATERIALS FOR PROPER DISPOSAL OFF -SITE. <br />3. NOT ALL UTILITIES MAY BE SHOWN IN THE DRAWINGS. THE CONTRACTOR SHALL BE <br />COGNIZANT OF OBSTRUCTIONS/UTILITIES THAT AFFECT WORK. UTILITY LOCATES SHALL BE <br />PERFORMED WITHIN FIVE FEET OF ALL AREAS TO BE DISTURBED AND CONTINUOUSLY <br />WITHIN FIVE FEET OF ALL BUILDINGS AND STRUCTURES TO BE DEMOLISHED. CONTRACTOR <br />SHALL NOTIFY ENGINEER IF VARYING SITE CONDITIONS ARE FOUND. <br />4. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE; HOWEVER, THE CONTRACTOR IS <br />SOLELY RESPONSIBLE FOR DETERMINING ALL MATERIAL QUANTITIES PRIOR TO BIDDING. <br />5. CONTRACTOR SHALL NOT COMMENCE DEMOLITION WORK UNTIL ALL UTILITIES HAVE BEEN <br />VERIFIED TO BE DISCONNECTED AND ISOLATED. COORDINATE WITH ENGINEER AND OWNER <br />FOR VERIFICATION OF LOCKOUT TAG OUT AND DISCONNECTION OF ALL SYSTEMS. DO NOT <br />DEMOLISH ANY ELECTRICAL AND COMMUNICATION EQUIPMENT UNTIL IT HAS BEEN <br />DE -ENERGIZED COMPLETELY, DISCONNECTED AND VERIFIED DE -ENERGIZED. UTILITIES TO <br />REMAIN IN SERVICE UNLESS INTERRUPTION IS UNAVOIDABLE MAY TEMPORARILY BE TAKEN <br />OUT OF SERVICE BY OBTAINING PRIOR APPROVAL FROM OWNER. <br />6. FACILITIES AND IMPROVEMENTS TO REMAIN SHALL BE CLEANED OF DUST, DIRT, AND <br />DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO <br />PRE -CONSTRUCTION CONDITIONS BY PROJECT COMPLETION. <br />7. THE CONTRACTOR SHALL PROTECT EXISTING EQUIPMENT, SURFACES AND STRUCTURES TO <br />REMAIN INSIDE AND OUTSIDE THE LIMITS OF DEMOLITION. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR REPAIRING TO PRE -DEMOLITION CONDITIONS ANY DAMAGE TO EXISTING <br />EQUIPMENT, SURFACES, UTILITIES, STRUCTURES, AND OTHER FEATURES CAUSED BY <br />DEMOLITION ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER. <br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER <br />MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES AND STRUCTURES <br />DURING CONSTRUCTION/DEMOLITION. <br />9. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED CLEARANCES CAN BE MET. IF ANY <br />CANNOT BE MET NOTIFY THE COUNTY 14 DAYS PRIOR TO SCHEDULED DEMOLITION. <br />10. ALL EXISTING STORMWATER DRAINAGE PATTERNS AND CHANNELS SHALL BE MAINTAINED <br />UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK <br />APPEARS TO INTERRUPT AN EXISTING STORMWATER DRAINAGE PATTERN. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR RESTORING ANY EROSION, SEDIMENT TRANSPORT, DISTURBED <br />FOUNDATIONS AND IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE TO CHANNELS AND <br />DRAINAGE PATTERNS CAUSED DURING DEMOLITION. <br />11. CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT INTO DRAINAGE DITCHES OR <br />TRENCHES DUE TO DEMOLITION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL <br />BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A DRY OR WET WATERCOURSE. <br />EROSION CONTROL SHALL CONSIST OF MULCH AND NETTING, FILTER CLOTH BARRIERS OR <br />OTHER EROSION CONTROL METHODS APPROVED BY THE COUNTY. <br />12. ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED FROM THE PROJECT <br />SITES BY THE CONTRACTOR WITHIN ONE WEEK OF REMOVAL FROM THE STRUCTURE OR <br />ORIGINAL PLACE OF ORIGIN. <br />13. THE CONTRACTOR SHALL CUT FLUSH WITH ANY SURFACE TO REMAIN ANY ABANDONED <br />PROTRUSIONS NOT SPECIFICALLY INDICATED IN THE CONTRACT DRAWINGS, INCLUDING BUT <br />NOT LIMITED TO CONDUIT, ANCHOR BOLTS, AND ANY OTHER ITEM. THE CONTRACTOR <br />SHALL GROUT PENETRATIONS IN SLABS TO REMAIN. <br />14. CONTRACTOR SHALL FILL ALL DISTURBED AREAS TO EXISTING ELEVATIONS, PLACE T OF <br />TOPSOIL, GRADE THE SITE LEVEL, AND SOD ALL DISTURBED AREAS. <br />L L.' ki <br />rl' 1 - i101iii <br />LEGEND <br />DEMOLISH AND REMOVE <br />ABANDON IN PLACE AND PLUG BOTH ENDS W/ NON -SHRINK GROUT <br />* <br />ok <br />•8 , <br />�2f SLOPE TO Q <br />NEW PIPES <br />?. 6 <br />2-30" RCP <br />, TO BE ABANDONED. <br />'. PLUG EACH END W/ <br />NON -SHRINK GROUT <br />. 1235 <br />EXIST Cr PW <br />cp � 'f��►fl���I�IIJ <br />SLUDGE <br />HOLDING TANK <br />ionqw. un& <br />CERTIFICATE OF AUTHORIZATION #1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 <br />324 S HYDE PARK AVE, SURE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />COACRLM <br />x a sme <br />CONCRt7f <br />sTW <br />> <br />-24" RCP <br />0 BE REMOVED <br />i <br />76 <br />e4 ^ <br />f , <br />20 <br />f <br />1T7� <br />5' RCP <br />" (SURVEYED BY JONES <br />EDMUNDS, MAY 2019) <br />•i <br />w <br />GRAPHIC SCALE <br />¢ 0 15 30 60 <br />�? 8 <br />�. SCALE IN FEET <br />FDOT INDEX 250 ENDWALL <br />AND RIPRAP (TYP) <br />INV I <br />i0 68.67 ti <br />7. <br />722. •0 <br />N: 1412934.80 <br />77 E: sos -O&RT A5.0 2j <br />PIPES <br />7 STONE <br />�...2-24" RCP <br />® 160 LF EACH <br />INV EL 66.87 <br />N: 1412781.90 <br />-E: 605990.95 <br />}� 4 <br />� POND 3 <br />CULVERT DEMOLITION AND REPLACEMENT <br />1" = 30' <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />DEMOLITION NOTES, LEGEND AND <br />CULVERT PLAN <br />P.E. <br />R. HOLMES <br />F <br />E <br />C <br />PROJECT W. DATE: A► <br />26110-025-01 MARCH 2O20 <br />Im No- DWG W. <br />D1 <br />