Bid Set -Collins Pool Demo.pdf

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GENERAL NOTES

UNDERGROUND UTILITIES:

NOTIFICATION:

REMOVALS:

CROSSING AND CONSTRUCTION

OF EXISTING PIPES AND UTILITIES:

HAUL ROUTES:

REVIEW OF SEWERS AND DRAINAGE FACILITIES:

UNRECORDED SANITARY CONCERNS

TREE PROTECTION:

NONE

Department of Public Services

City of Toledo Division of

Parks & Recreation

26-Collins

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GENERAL SUMMARY

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AutoCAD SHX Text THE CONTRACTOR SHALL NOTIFY THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF UNDERGROUND UTILITY FACILITIES IN ACCORDANCE WITH THE CITY OF TOLEDO PART A STANDARDS SECTION 105.07. THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE REGISTERED UTILITY PROTECTION SERVICE AND OWNERS OF THE UTILITY PROTECTION SERVICE AND OWNERS OF THE UTILITY PROTECTION SERVICE AND OWNERS OF THE PROTECTION SERVICE AND OWNERS OF THE PROTECTION SERVICE AND OWNERS OF THE SERVICE AND OWNERS OF THE SERVICE AND OWNERS OF THE AND OWNERS OF THE AND OWNERS OF THE OWNERS OF THE OWNERS OF THE OF THE OF THE THE THE UNDERGROUND UTILITY FACILITIES IN THE CITY OF TOLEDO ARE LISTED UTILITY FACILITIES IN THE CITY OF TOLEDO ARE LISTED UTILITY FACILITIES IN THE CITY OF TOLEDO ARE LISTED FACILITIES IN THE CITY OF TOLEDO ARE LISTED FACILITIES IN THE CITY OF TOLEDO ARE LISTED IN THE CITY OF TOLEDO ARE LISTED IN THE CITY OF TOLEDO ARE LISTED THE CITY OF TOLEDO ARE LISTED THE CITY OF TOLEDO ARE LISTED CITY OF TOLEDO ARE LISTED CITY OF TOLEDO ARE LISTED OF TOLEDO ARE LISTED OF TOLEDO ARE LISTED TOLEDO ARE LISTED TOLEDO ARE LISTED ARE LISTED ARE LISTED LISTED LISTED BELOW: OHIO UTILITIES PROTECTION SERVICE (REGISTERED UTILITY PROTECTION SERVICE) 4740 BELMONT AVENUE YOUNGSTOWN, OHIO 44505-1014 800-362-2764 AT&T ENGINEERING ROOM 130 NORTH ERIE STREET, ROOM 714 TOLEDO, OHIO 43604 ROB FEY 419-508-0395 AT&T TRANSMISSION MIKE DIEDERICK 216-212-8556 TOLEDO EDISON COMPANY (ELECTRIC AND STEAM) MAIL STOP 1832 6099 ANGOLA ROAD HOLLAND, OHIO 43528 419-249-5218 BRENT THRONE 419-249-5094 COLUMBIA GAS OF OHIO, INC. TOLEDO OPERATIONS CENTER 2901 E. MANHATTAN BLVD. TOLEDO, OHIO 43611 JAMES FINUCAN 419-262-0061 VERIZON DEDT/LOC 1105/642 2270 LAKESIDE BLVD. RICHARDSON, TEXAS 75082 ATTN: INVESTIGATION 800-526-0119 INVESTIGATION 800-526-0119 AL GUEST 330-253-8267 BUCKEYE BROADBAND 2700 OREGON RD. NORTHWOOD, OHIO 43619 419-724-3713 ATTN: MICHAEL SHEAHAN MICHAEL SHEAHAN CITY OF TOLEDO DIVISION OF TRAFFIC MANAGEMENT 110 NORTH WESTWOOD AVENUE TOLEDO, OHIO 43607 419-245-1300 (INCLUDES FIRE AND POLICE COMMUNICATIONS CONDUITS, (INCLUDES FIRE AND POLICE COMMUNICATIONS CONDUITS, TRAFFIC SIGNS AND SIGNALS, ROAD CLOSURES) CITY OF TOLEDO DIVISION OF WATER DISTRIBUTION 401 SOUTH ERIE STREET TOLEDO, OHIO 43602 419-245-1825 (SERVICE TAPS) 419-242-5040 (WATER LINES & HYDRANTS) CITY OF TOLEDO DIVISION OF ENGINEERING & CONSTRUCTION MANAGEMENT 600 JEFFERSON AVENUE, SUITE 300 TOLEDO, OHIO 43604 419-936-2163 (WATER ENGINEERING) 419-936-2276 (SANITARY ENGINEERING) 419-245-3221 (STORM AND PAVING) 419-936-2697 (CONSTRUCTION INSPECTION) 419-936-2685 (CONSTRUCTION SURVEYING) ACD.NET (TELECOMMUNICATIONS) SHIRLEY YOHNKA 517-999-3240 LUMEN (TELECOMMUNICATIONS) JON KELLER 419-244-1931 ZAYO (TELECOMMUNICATIONS) DAVE GALUSKA 517-913-0498 UTILITY MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR MANHOLES AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR AND/OR VALVE BOXES WILL BE ADJUSTED BY THEIR VALVE BOXES WILL BE ADJUSTED BY THEIR VALVE BOXES WILL BE ADJUSTED BY THEIR BOXES WILL BE ADJUSTED BY THEIR BOXES WILL BE ADJUSTED BY THEIR WILL BE ADJUSTED BY THEIR WILL BE ADJUSTED BY THEIR BE ADJUSTED BY THEIR BE ADJUSTED BY THEIR ADJUSTED BY THEIR ADJUSTED BY THEIR BY THEIR BY THEIR THEIR THEIR RESPECTIVE OWNERS. LET IT BE KNOWN TO ALL UTILITY COMPANIES OWNERS. LET IT BE KNOWN TO ALL UTILITY COMPANIES OWNERS. LET IT BE KNOWN TO ALL UTILITY COMPANIES LET IT BE KNOWN TO ALL UTILITY COMPANIES LET IT BE KNOWN TO ALL UTILITY COMPANIES IT BE KNOWN TO ALL UTILITY COMPANIES IT BE KNOWN TO ALL UTILITY COMPANIES BE KNOWN TO ALL UTILITY COMPANIES BE KNOWN TO ALL UTILITY COMPANIES KNOWN TO ALL UTILITY COMPANIES KNOWN TO ALL UTILITY COMPANIES TO ALL UTILITY COMPANIES TO ALL UTILITY COMPANIES ALL UTILITY COMPANIES ALL UTILITY COMPANIES UTILITY COMPANIES UTILITY COMPANIES COMPANIES COMPANIES THAT PROPOSED PAVING OPERATIONS WILL NECESSITATE VERTICAL PROPOSED PAVING OPERATIONS WILL NECESSITATE VERTICAL PROPOSED PAVING OPERATIONS WILL NECESSITATE VERTICAL PAVING OPERATIONS WILL NECESSITATE VERTICAL PAVING OPERATIONS WILL NECESSITATE VERTICAL OPERATIONS WILL NECESSITATE VERTICAL OPERATIONS WILL NECESSITATE VERTICAL WILL NECESSITATE VERTICAL WILL NECESSITATE VERTICAL NECESSITATE VERTICAL NECESSITATE VERTICAL VERTICAL VERTICAL ADJUSTMENTS OF EXISTING UTILITIES AND/OR APPURTENANCES LOCATED OF EXISTING UTILITIES AND/OR APPURTENANCES LOCATED OF EXISTING UTILITIES AND/OR APPURTENANCES LOCATED EXISTING UTILITIES AND/OR APPURTENANCES LOCATED EXISTING UTILITIES AND/OR APPURTENANCES LOCATED UTILITIES AND/OR APPURTENANCES LOCATED UTILITIES AND/OR APPURTENANCES LOCATED AND/OR APPURTENANCES LOCATED AND/OR APPURTENANCES LOCATED APPURTENANCES LOCATED APPURTENANCES LOCATED LOCATED LOCATED WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT CONTRACTOR SHALL NOTIFY THE ENGINEER (419-245-1345) AT SHALL NOTIFY THE ENGINEER (419-245-1345) AT SHALL NOTIFY THE ENGINEER (419-245-1345) AT NOTIFY THE ENGINEER (419-245-1345) AT NOTIFY THE ENGINEER (419-245-1345) AT THE ENGINEER (419-245-1345) AT THE ENGINEER (419-245-1345) AT ENGINEER (419-245-1345) AT ENGINEER (419-245-1345) AT (419-245-1345) AT (419-245-1345) AT AT AT LEAST SEVEN (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER SEVEN (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER SEVEN (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER (7) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER IN ADVANCE OF ANY CONSTRUCTION IN ORDER IN ADVANCE OF ANY CONSTRUCTION IN ORDER ADVANCE OF ANY CONSTRUCTION IN ORDER ADVANCE OF ANY CONSTRUCTION IN ORDER OF ANY CONSTRUCTION IN ORDER OF ANY CONSTRUCTION IN ORDER ANY CONSTRUCTION IN ORDER ANY CONSTRUCTION IN ORDER CONSTRUCTION IN ORDER CONSTRUCTION IN ORDER IN ORDER IN ORDER ORDER ORDER TO ARRANGE FOR INSPECTION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL AFFECTED RESIDENTS (AS DETERMINED BY THE CITY OF TOLEDO) OF HIS INTENTION TO START. SAID NOTIFICATION SHALL BE MADE ONE WEEK PRIOR TO MOBILIZATION ON EACH AFFECTED STREET. THE FINAL DRAFT OF THE NOTIFICATION LETTER SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISTRIBUTING. A SAMPLE TEXT OF THE NOTIFICATION LETTER IS AVAILABLE UPON REQUEST FROM THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED AS TO WHEN THE NOTIFICATION IS MADE AND A COPY OF SAID NOTIFICATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO THE START OF EACH STREET. SUBSEQUENT NOTICES SHALL BE DELIVERED AS CONSTRUCTION SEQUENCE CHANGES (E.G. PIPE INSTALLATION, ROAD RECONSTRUCTION, PAVING & RESTORATION). THE CONTRACTOR SHALL NOTIFY THE CHIEF SURVEYOR (419-936-2685 OR 419-936-2275) AT LEAST THREE (3) DAYS IN ADVANCE OF ANY CONSTRUCTION IN ORDER TO ARRANGE FOR CONSTRUCTION STAKING. THE CHIEF SURVEYOR SHALL ALSO BE MADE AWARE OF DAILY SURVEY NEEDS BY NO LATER THAN 3:00 P.M. THE DAY PRECEDING. CONTRACTOR SHALL ASSUME ALL LIABILITY FOR TAKING NECESSARY MEASURES AT THE DIRECTION OF THE ENGINEER FOR WORK COMPLETED WITHOUT STAKING. THE CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF CONTRACTOR SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF SHALL NOTIFY THE CITY OF TOLEDO DIVISION OF NOTIFY THE CITY OF TOLEDO DIVISION OF NOTIFY THE CITY OF TOLEDO DIVISION OF THE CITY OF TOLEDO DIVISION OF THE CITY OF TOLEDO DIVISION OF CITY OF TOLEDO DIVISION OF CITY OF TOLEDO DIVISION OF OF TOLEDO DIVISION OF OF TOLEDO DIVISION OF TOLEDO DIVISION OF TOLEDO DIVISION OF DIVISION OF DIVISION OF OF OF ENVIRONMENTAL SERVICES (419-936-3015) AT LEAST (3) DAYS PRIOR SERVICES (419-936-3015) AT LEAST (3) DAYS PRIOR SERVICES (419-936-3015) AT LEAST (3) DAYS PRIOR (419-936-3015) AT LEAST (3) DAYS PRIOR (419-936-3015) AT LEAST (3) DAYS PRIOR AT LEAST (3) DAYS PRIOR AT LEAST (3) DAYS PRIOR LEAST (3) DAYS PRIOR LEAST (3) DAYS PRIOR (3) DAYS PRIOR (3) DAYS PRIOR DAYS PRIOR DAYS PRIOR PRIOR PRIOR TO STARTING CONSTRUCTION FOR THE PURPOSE OF MONITORING STARTING CONSTRUCTION FOR THE PURPOSE OF MONITORING STARTING CONSTRUCTION FOR THE PURPOSE OF MONITORING CONSTRUCTION FOR THE PURPOSE OF MONITORING CONSTRUCTION FOR THE PURPOSE OF MONITORING FOR THE PURPOSE OF MONITORING FOR THE PURPOSE OF MONITORING THE PURPOSE OF MONITORING THE PURPOSE OF MONITORING PURPOSE OF MONITORING PURPOSE OF MONITORING OF MONITORING OF MONITORING MONITORING MONITORING EROSION CONTROL AND BMP MEASURES. PRIOR TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR TO CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR CLOSING ANY STREET OR TRAFFIC LANE, THE CONTRACTOR ANY STREET OR TRAFFIC LANE, THE CONTRACTOR ANY STREET OR TRAFFIC LANE, THE CONTRACTOR STREET OR TRAFFIC LANE, THE CONTRACTOR STREET OR TRAFFIC LANE, THE CONTRACTOR OR TRAFFIC LANE, THE CONTRACTOR OR TRAFFIC LANE, THE CONTRACTOR TRAFFIC LANE, THE CONTRACTOR TRAFFIC LANE, THE CONTRACTOR LANE, THE CONTRACTOR LANE, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL NOTIFY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY NOTIFY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY NOTIFY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY THE DIVISION OF TRANSPORTATION 419-245-1300 OR BY DIVISION OF TRANSPORTATION 419-245-1300 OR BY DIVISION OF TRANSPORTATION 419-245-1300 OR BY OF TRANSPORTATION 419-245-1300 OR BY OF TRANSPORTATION 419-245-1300 OR BY TRANSPORTATION 419-245-1300 OR BY TRANSPORTATION 419-245-1300 OR BY 419-245-1300 OR BY 419-245-1300 OR BY OR BY OR BY BY BY EMAIL AT SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS AT SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS AT SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS SHAWN.COMES@TOLEDO.OH.GOV AT LEAST SEVEN (7) DAYS AT LEAST SEVEN (7) DAYS AT LEAST SEVEN (7) DAYS LEAST SEVEN (7) DAYS LEAST SEVEN (7) DAYS SEVEN (7) DAYS SEVEN (7) DAYS (7) DAYS (7) DAYS DAYS DAYS PRIOR TO STARTING WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART TO STARTING WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART TO STARTING WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART STARTING WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART STARTING WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART WORK, IN ACCORDANCE WITH CITY OF TOLEDO PART IN ACCORDANCE WITH CITY OF TOLEDO PART IN ACCORDANCE WITH CITY OF TOLEDO PART ACCORDANCE WITH CITY OF TOLEDO PART ACCORDANCE WITH CITY OF TOLEDO PART WITH CITY OF TOLEDO PART WITH CITY OF TOLEDO PART CITY OF TOLEDO PART CITY OF TOLEDO PART OF TOLEDO PART OF TOLEDO PART TOLEDO PART TOLEDO PART PART PART A STANDARDS, SECTION 614.03. IN ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE ALL SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE SIDEWALK, DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE DRIVE, OR PAVEMENT REMOVALS, EDGES SHALL BE OR PAVEMENT REMOVALS, EDGES SHALL BE OR PAVEMENT REMOVALS, EDGES SHALL BE PAVEMENT REMOVALS, EDGES SHALL BE PAVEMENT REMOVALS, EDGES SHALL BE REMOVALS, EDGES SHALL BE REMOVALS, EDGES SHALL BE EDGES SHALL BE EDGES SHALL BE SHALL BE SHALL BE BE BE CUT TO THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER TO THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER TO THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER THE NEAREST JOINT WITH NEAT LINES BY USE OF A POWER NEAREST JOINT WITH NEAT LINES BY USE OF A POWER NEAREST JOINT WITH NEAT LINES BY USE OF A POWER JOINT WITH NEAT LINES BY USE OF A POWER JOINT WITH NEAT LINES BY USE OF A POWER WITH NEAT LINES BY USE OF A POWER WITH NEAT LINES BY USE OF A POWER NEAT LINES BY USE OF A POWER NEAT LINES BY USE OF A POWER LINES BY USE OF A POWER LINES BY USE OF A POWER BY USE OF A POWER BY USE OF A POWER USE OF A POWER USE OF A POWER OF A POWER OF A POWER A POWER A POWER POWER POWER SAW. SAW CUTS SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE SAW CUTS SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE SAW CUTS SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE CUTS SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE CUTS SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE SHALL BE FULL DEPTH. REMOVALS SHALL BE MADE BE FULL DEPTH. REMOVALS SHALL BE MADE BE FULL DEPTH. REMOVALS SHALL BE MADE FULL DEPTH. REMOVALS SHALL BE MADE FULL DEPTH. REMOVALS SHALL BE MADE DEPTH. REMOVALS SHALL BE MADE DEPTH. REMOVALS SHALL BE MADE REMOVALS SHALL BE MADE REMOVALS SHALL BE MADE SHALL BE MADE SHALL BE MADE BE MADE BE MADE MADE MADE ONLY TO THE EXTENT APPROVED BY THE ENGINEER. COST OF SAW TO THE EXTENT APPROVED BY THE ENGINEER. COST OF SAW TO THE EXTENT APPROVED BY THE ENGINEER. COST OF SAW THE EXTENT APPROVED BY THE ENGINEER. COST OF SAW THE EXTENT APPROVED BY THE ENGINEER. COST OF SAW EXTENT APPROVED BY THE ENGINEER. COST OF SAW EXTENT APPROVED BY THE ENGINEER. COST OF SAW APPROVED BY THE ENGINEER. COST OF SAW APPROVED BY THE ENGINEER. COST OF SAW BY THE ENGINEER. COST OF SAW BY THE ENGINEER. COST OF SAW THE ENGINEER. COST OF SAW THE ENGINEER. COST OF SAW ENGINEER. COST OF SAW ENGINEER. COST OF SAW COST OF SAW COST OF SAW OF SAW OF SAW SAW SAW CUTS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO CONNECT TO, OR PLANS PROVIDE FOR A PROPOSED CONDUIT TO CONNECT TO, OR PLANS PROVIDE FOR A PROPOSED CONDUIT TO CONNECT TO, OR PROVIDE FOR A PROPOSED CONDUIT TO CONNECT TO, OR PROVIDE FOR A PROPOSED CONDUIT TO CONNECT TO, OR FOR A PROPOSED CONDUIT TO CONNECT TO, OR FOR A PROPOSED CONDUIT TO CONNECT TO, OR A PROPOSED CONDUIT TO CONNECT TO, OR A PROPOSED CONDUIT TO CONNECT TO, OR PROPOSED CONDUIT TO CONNECT TO, OR PROPOSED CONDUIT TO CONNECT TO, OR CONDUIT TO CONNECT TO, OR CONDUIT TO CONNECT TO, OR TO CONNECT TO, OR TO CONNECT TO, OR CONNECT TO, OR CONNECT TO, OR TO, OR TO, OR OR OR CROSS OVER OR UNDER AN EXISTING CONDUIT OR FACILITY, THE OVER OR UNDER AN EXISTING CONDUIT OR FACILITY, THE OVER OR UNDER AN EXISTING CONDUIT OR FACILITY, THE OR UNDER AN EXISTING CONDUIT OR FACILITY, THE OR UNDER AN EXISTING CONDUIT OR FACILITY, THE UNDER AN EXISTING CONDUIT OR FACILITY, THE UNDER AN EXISTING CONDUIT OR FACILITY, THE AN EXISTING CONDUIT OR FACILITY, THE AN EXISTING CONDUIT OR FACILITY, THE EXISTING CONDUIT OR FACILITY, THE EXISTING CONDUIT OR FACILITY, THE CONDUIT OR FACILITY, THE CONDUIT OR FACILITY, THE OR FACILITY, THE OR FACILITY, THE FACILITY, THE FACILITY, THE THE THE CONTRACTOR SHALL LOCATE THE EXISTING CONDUIT OR FACILITY BOTH SHALL LOCATE THE EXISTING CONDUIT OR FACILITY BOTH SHALL LOCATE THE EXISTING CONDUIT OR FACILITY BOTH LOCATE THE EXISTING CONDUIT OR FACILITY BOTH LOCATE THE EXISTING CONDUIT OR FACILITY BOTH THE EXISTING CONDUIT OR FACILITY BOTH THE EXISTING CONDUIT OR FACILITY BOTH EXISTING CONDUIT OR FACILITY BOTH EXISTING CONDUIT OR FACILITY BOTH CONDUIT OR FACILITY BOTH CONDUIT OR FACILITY BOTH OR FACILITY BOTH OR FACILITY BOTH FACILITY BOTH FACILITY BOTH BOTH BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY ANY PORTION OF TO LINE AND GRADE BEFORE STARTING TO LAY ANY PORTION OF TO LINE AND GRADE BEFORE STARTING TO LAY ANY PORTION OF LINE AND GRADE BEFORE STARTING TO LAY ANY PORTION OF LINE AND GRADE BEFORE STARTING TO LAY ANY PORTION OF AND GRADE BEFORE STARTING TO LAY ANY PORTION OF AND GRADE BEFORE STARTING TO LAY ANY PORTION OF GRADE BEFORE STARTING TO LAY ANY PORTION OF GRADE BEFORE STARTING TO LAY ANY PORTION OF BEFORE STARTING TO LAY ANY PORTION OF BEFORE STARTING TO LAY ANY PORTION OF STARTING TO LAY ANY PORTION OF STARTING TO LAY ANY PORTION OF TO LAY ANY PORTION OF TO LAY ANY PORTION OF LAY ANY PORTION OF LAY ANY PORTION OF ANY PORTION OF ANY PORTION OF PORTION OF PORTION OF OF OF THE PROPOSED CONDUIT WHICH COULD BE AFFECTED BY THE LOCATION PROPOSED CONDUIT WHICH COULD BE AFFECTED BY THE LOCATION PROPOSED CONDUIT WHICH COULD BE AFFECTED BY THE LOCATION CONDUIT WHICH COULD BE AFFECTED BY THE LOCATION CONDUIT WHICH COULD BE AFFECTED BY THE LOCATION WHICH COULD BE AFFECTED BY THE LOCATION WHICH COULD BE AFFECTED BY THE LOCATION COULD BE AFFECTED BY THE LOCATION COULD BE AFFECTED BY THE LOCATION BE AFFECTED BY THE LOCATION BE AFFECTED BY THE LOCATION AFFECTED BY THE LOCATION AFFECTED BY THE LOCATION BY THE LOCATION BY THE LOCATION THE LOCATION THE LOCATION LOCATION LOCATION OF THE EXISTING CONDUIT OR FACILITY. IF THE CONTRACTOR DETERMINES THAT THE ELEVATION OF AN EXISTING CONDUIT OR FACILITY TO BE CONNECTED TO DIFFERS FROM THE PLAN ELEVATION OR NECESSITATES A CHANGE IN THE PROPOSED CONDUIT SLOPE, THE ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATION. IF THE CONTRACTOR DETERMINES THAT THE PROPOSED CONDUIT WILL THE CONTRACTOR DETERMINES THAT THE PROPOSED CONDUIT WILL THE CONTRACTOR DETERMINES THAT THE PROPOSED CONDUIT WILL CONTRACTOR DETERMINES THAT THE PROPOSED CONDUIT WILL CONTRACTOR DETERMINES THAT THE PROPOSED CONDUIT WILL DETERMINES THAT THE PROPOSED CONDUIT WILL DETERMINES THAT THE PROPOSED CONDUIT WILL THAT THE PROPOSED CONDUIT WILL THAT THE PROPOSED CONDUIT WILL THE PROPOSED CONDUIT WILL THE PROPOSED CONDUIT WILL PROPOSED CONDUIT WILL PROPOSED CONDUIT WILL CONDUIT WILL CONDUIT WILL WILL WILL INTERSECT AN EXISTING CONDUIT OR FACILITY IF CONSTRUCTED AS AN EXISTING CONDUIT OR FACILITY IF CONSTRUCTED AS AN EXISTING CONDUIT OR FACILITY IF CONSTRUCTED AS EXISTING CONDUIT OR FACILITY IF CONSTRUCTED AS EXISTING CONDUIT OR FACILITY IF CONSTRUCTED AS CONDUIT OR FACILITY IF CONSTRUCTED AS CONDUIT OR FACILITY IF CONSTRUCTED AS OR FACILITY IF CONSTRUCTED AS OR FACILITY IF CONSTRUCTED AS FACILITY IF CONSTRUCTED AS FACILITY IF CONSTRUCTED AS IF CONSTRUCTED AS IF CONSTRUCTED AS CONSTRUCTED AS CONSTRUCTED AS AS AS SHOWN ON THE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE ON THE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE ON THE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE THE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE THE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE THE ENGINEER SHALL BE NOTIFIED BEFORE THE ENGINEER SHALL BE NOTIFIED BEFORE ENGINEER SHALL BE NOTIFIED BEFORE ENGINEER SHALL BE NOTIFIED BEFORE SHALL BE NOTIFIED BEFORE SHALL BE NOTIFIED BEFORE BE NOTIFIED BEFORE BE NOTIFIED BEFORE NOTIFIED BEFORE NOTIFIED BEFORE BEFORE BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT OF ANY PORTION OF THE PROPOSED CONDUIT OF ANY PORTION OF THE PROPOSED CONDUIT ANY PORTION OF THE PROPOSED CONDUIT ANY PORTION OF THE PROPOSED CONDUIT PORTION OF THE PROPOSED CONDUIT PORTION OF THE PROPOSED CONDUIT OF THE PROPOSED CONDUIT OF THE PROPOSED CONDUIT THE PROPOSED CONDUIT THE PROPOSED CONDUIT PROPOSED CONDUIT PROPOSED CONDUIT CONDUIT CONDUIT WHICH WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING AFFECTED BY THE INTERFERENCE WITH AN EXISTING AFFECTED BY THE INTERFERENCE WITH AN EXISTING BY THE INTERFERENCE WITH AN EXISTING BY THE INTERFERENCE WITH AN EXISTING THE INTERFERENCE WITH AN EXISTING THE INTERFERENCE WITH AN EXISTING INTERFERENCE WITH AN EXISTING INTERFERENCE WITH AN EXISTING WITH AN EXISTING WITH AN EXISTING AN EXISTING AN EXISTING EXISTING EXISTING CONDUIT OR FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS BE RESPONSIBLE FOR ADDITIONAL COSTS BE RESPONSIBLE FOR ADDITIONAL COSTS RESPONSIBLE FOR ADDITIONAL COSTS RESPONSIBLE FOR ADDITIONAL COSTS FOR ADDITIONAL COSTS FOR ADDITIONAL COSTS ADDITIONAL COSTS ADDITIONAL COSTS COSTS COSTS RESULTING FROM FAILURE TO COMPLY WITH THIS SECTION. PAYMENT FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE THE OPERATIONS DESCRIBED ABOVE SHALL BE THE OPERATIONS DESCRIBED ABOVE SHALL BE OPERATIONS DESCRIBED ABOVE SHALL BE OPERATIONS DESCRIBED ABOVE SHALL BE DESCRIBED ABOVE SHALL BE DESCRIBED ABOVE SHALL BE ABOVE SHALL BE ABOVE SHALL BE SHALL BE SHALL BE BE BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENT 611 CONDUIT ITEM. ALL HAUL ROADS AND STREETS WITHIN THE PROJECT LIMITS ON WHICH HAUL ROADS AND STREETS WITHIN THE PROJECT LIMITS ON WHICH HAUL ROADS AND STREETS WITHIN THE PROJECT LIMITS ON WHICH ROADS AND STREETS WITHIN THE PROJECT LIMITS ON WHICH ROADS AND STREETS WITHIN THE PROJECT LIMITS ON WHICH AND STREETS WITHIN THE PROJECT LIMITS ON WHICH AND STREETS WITHIN THE PROJECT LIMITS ON WHICH STREETS WITHIN THE PROJECT LIMITS ON WHICH STREETS WITHIN THE PROJECT LIMITS ON WHICH WITHIN THE PROJECT LIMITS ON WHICH WITHIN THE PROJECT LIMITS ON WHICH THE PROJECT LIMITS ON WHICH THE PROJECT LIMITS ON WHICH PROJECT LIMITS ON WHICH PROJECT LIMITS ON WHICH LIMITS ON WHICH LIMITS ON WHICH ON WHICH ON WHICH WHICH WHICH TRAFFIC IS TO BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM IS TO BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM IS TO BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM TO BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM TO BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM BE MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM MAINTAINED SHALL BE KEPT RELATIVELY FREE FROM SHALL BE KEPT RELATIVELY FREE FROM SHALL BE KEPT RELATIVELY FREE FROM BE KEPT RELATIVELY FREE FROM BE KEPT RELATIVELY FREE FROM KEPT RELATIVELY FREE FROM KEPT RELATIVELY FREE FROM RELATIVELY FREE FROM RELATIVELY FREE FROM FREE FROM FREE FROM FROM FROM DUST AND DIRT. IF THEY ARE NOT MAINTAINED TO THE SATISFACTION AND DIRT. IF THEY ARE NOT MAINTAINED TO THE SATISFACTION AND DIRT. IF THEY ARE NOT MAINTAINED TO THE SATISFACTION DIRT. IF THEY ARE NOT MAINTAINED TO THE SATISFACTION DIRT. IF THEY ARE NOT MAINTAINED TO THE SATISFACTION IF THEY ARE NOT MAINTAINED TO THE SATISFACTION IF THEY ARE NOT MAINTAINED TO THE SATISFACTION THEY ARE NOT MAINTAINED TO THE SATISFACTION THEY ARE NOT MAINTAINED TO THE SATISFACTION ARE NOT MAINTAINED TO THE SATISFACTION ARE NOT MAINTAINED TO THE SATISFACTION NOT MAINTAINED TO THE SATISFACTION NOT MAINTAINED TO THE SATISFACTION MAINTAINED TO THE SATISFACTION MAINTAINED TO THE SATISFACTION TO THE SATISFACTION TO THE SATISFACTION THE SATISFACTION THE SATISFACTION SATISFACTION SATISFACTION OF THE ENGINEER, HE/SHE MAY REQUIRE THE USE OF MECHANICAL THE ENGINEER, HE/SHE MAY REQUIRE THE USE OF MECHANICAL THE ENGINEER, HE/SHE MAY REQUIRE THE USE OF MECHANICAL ENGINEER, HE/SHE MAY REQUIRE THE USE OF MECHANICAL ENGINEER, HE/SHE MAY REQUIRE THE USE OF MECHANICAL HE/SHE MAY REQUIRE THE USE OF MECHANICAL HE/SHE MAY REQUIRE THE USE OF MECHANICAL MAY REQUIRE THE USE OF MECHANICAL MAY REQUIRE THE USE OF MECHANICAL REQUIRE THE USE OF MECHANICAL REQUIRE THE USE OF MECHANICAL THE USE OF MECHANICAL THE USE OF MECHANICAL USE OF MECHANICAL USE OF MECHANICAL OF MECHANICAL OF MECHANICAL MECHANICAL MECHANICAL CLEANING EQUIPMENT TO REMOVE DUST AND PARTICLES FROM THE EQUIPMENT TO REMOVE DUST AND PARTICLES FROM THE EQUIPMENT TO REMOVE DUST AND PARTICLES FROM THE TO REMOVE DUST AND PARTICLES FROM THE TO REMOVE DUST AND PARTICLES FROM THE REMOVE DUST AND PARTICLES FROM THE REMOVE DUST AND PARTICLES FROM THE DUST AND PARTICLES FROM THE DUST AND PARTICLES FROM THE AND PARTICLES FROM THE AND PARTICLES FROM THE PARTICLES FROM THE PARTICLES FROM THE FROM THE FROM THE THE THE ROADWAY SURFACE AND MINIMIZE THE CHANCE OF SUCH PARTICLES SURFACE AND MINIMIZE THE CHANCE OF SUCH PARTICLES SURFACE AND MINIMIZE THE CHANCE OF SUCH PARTICLES AND MINIMIZE THE CHANCE OF SUCH PARTICLES AND MINIMIZE THE CHANCE OF SUCH PARTICLES MINIMIZE THE CHANCE OF SUCH PARTICLES MINIMIZE THE CHANCE OF SUCH PARTICLES THE CHANCE OF SUCH PARTICLES THE CHANCE OF SUCH PARTICLES CHANCE OF SUCH PARTICLES CHANCE OF SUCH PARTICLES OF SUCH PARTICLES OF SUCH PARTICLES SUCH PARTICLES SUCH PARTICLES PARTICLES PARTICLES BECOMING AIR-BORNE. BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN BEFORE FINAL ACCEPTANCE BY THE CITY, REPRESENTATIVES OF THE CITY AND THE CONTRACTOR SHALL MAKE AN INSPECTION OF ALL EXISTING SANITARY AND STORM MANHOLES AND DRAINAGE STRUCTURES WHICH ARE TO REMAIN IN SERVICE AND WHICH MAY BE AFFECTED BY THE WORK. RECORDS OF THE INSPECTION SHALL BE KEPT IN WRITING BY THE CITY. ALL EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED INSPECTED INITIALLY BY THE ABOVE MENTIONED INSPECTED INITIALLY BY THE ABOVE MENTIONED INITIALLY BY THE ABOVE MENTIONED INITIALLY BY THE ABOVE MENTIONED BY THE ABOVE MENTIONED BY THE ABOVE MENTIONED THE ABOVE MENTIONED THE ABOVE MENTIONED ABOVE MENTIONED ABOVE MENTIONED MENTIONED MENTIONED PARTIES SHALL BE MAINTAINED AND LEFT IN A CONDITION REASONABLY SHALL BE MAINTAINED AND LEFT IN A CONDITION REASONABLY SHALL BE MAINTAINED AND LEFT IN A CONDITION REASONABLY BE MAINTAINED AND LEFT IN A CONDITION REASONABLY BE MAINTAINED AND LEFT IN A CONDITION REASONABLY MAINTAINED AND LEFT IN A CONDITION REASONABLY MAINTAINED AND LEFT IN A CONDITION REASONABLY AND LEFT IN A CONDITION REASONABLY AND LEFT IN A CONDITION REASONABLY LEFT IN A CONDITION REASONABLY LEFT IN A CONDITION REASONABLY IN A CONDITION REASONABLY IN A CONDITION REASONABLY A CONDITION REASONABLY A CONDITION REASONABLY CONDITION REASONABLY CONDITION REASONABLY REASONABLY REASONABLY COMPARABLE TO WHAT WAS DETERMINED BY THE ORIGINAL INSPECTION. TO WHAT WAS DETERMINED BY THE ORIGINAL INSPECTION. TO WHAT WAS DETERMINED BY THE ORIGINAL INSPECTION. WHAT WAS DETERMINED BY THE ORIGINAL INSPECTION. WHAT WAS DETERMINED BY THE ORIGINAL INSPECTION. WAS DETERMINED BY THE ORIGINAL INSPECTION. WAS DETERMINED BY THE ORIGINAL INSPECTION. DETERMINED BY THE ORIGINAL INSPECTION. DETERMINED BY THE ORIGINAL INSPECTION. BY THE ORIGINAL INSPECTION. BY THE ORIGINAL INSPECTION. THE ORIGINAL INSPECTION. THE ORIGINAL INSPECTION. ORIGINAL INSPECTION. ORIGINAL INSPECTION. INSPECTION. INSPECTION. ANY CHANGE IN THE CONDITION RESULTING FROM THE CONTRACTOR'S CHANGE IN THE CONDITION RESULTING FROM THE CONTRACTOR'S CHANGE IN THE CONDITION RESULTING FROM THE CONTRACTOR'S IN THE CONDITION RESULTING FROM THE CONTRACTOR'S IN THE CONDITION RESULTING FROM THE CONTRACTOR'S THE CONDITION RESULTING FROM THE CONTRACTOR'S THE CONDITION RESULTING FROM THE CONTRACTOR'S CONDITION RESULTING FROM THE CONTRACTOR'S CONDITION RESULTING FROM THE CONTRACTOR'S RESULTING FROM THE CONTRACTOR'S RESULTING FROM THE CONTRACTOR'S FROM THE CONTRACTOR'S FROM THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO THE SHALL BE CORRECTED BY THE CONTRACTOR TO THE SHALL BE CORRECTED BY THE CONTRACTOR TO THE BE CORRECTED BY THE CONTRACTOR TO THE BE CORRECTED BY THE CONTRACTOR TO THE CORRECTED BY THE CONTRACTOR TO THE CORRECTED BY THE CONTRACTOR TO THE BY THE CONTRACTOR TO THE BY THE CONTRACTOR TO THE THE CONTRACTOR TO THE THE CONTRACTOR TO THE CONTRACTOR TO THE CONTRACTOR TO THE TO THE TO THE THE THE SATISFACTION OF THE ENGINEER. ALL NEW CONDUITS, INLETS, CATCH BASINS AND MANHOLES NEW CONDUITS, INLETS, CATCH BASINS AND MANHOLES NEW CONDUITS, INLETS, CATCH BASINS AND MANHOLES CONDUITS, INLETS, CATCH BASINS AND MANHOLES CONDUITS, INLETS, CATCH BASINS AND MANHOLES INLETS, CATCH BASINS AND MANHOLES INLETS, CATCH BASINS AND MANHOLES CATCH BASINS AND MANHOLES CATCH BASINS AND MANHOLES BASINS AND MANHOLES BASINS AND MANHOLES AND MANHOLES AND MANHOLES MANHOLES MANHOLES CONSTRUCTED AS A PART OF THE PROJECT SHALL BE FREE OF FOREIGN MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT AND IN A CLEAN CONDITION BEFORE THE PROJECT AND IN A CLEAN CONDITION BEFORE THE PROJECT IN A CLEAN CONDITION BEFORE THE PROJECT IN A CLEAN CONDITION BEFORE THE PROJECT A CLEAN CONDITION BEFORE THE PROJECT A CLEAN CONDITION BEFORE THE PROJECT CLEAN CONDITION BEFORE THE PROJECT CLEAN CONDITION BEFORE THE PROJECT CONDITION BEFORE THE PROJECT CONDITION BEFORE THE PROJECT BEFORE THE PROJECT BEFORE THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT WILL BE ACCEPTED BY THE CITY. ANY UNRECORDED ACTIVE CONNECTION TO A SANITARY SEWER UNRECORDED ACTIVE CONNECTION TO A SANITARY SEWER UNRECORDED ACTIVE CONNECTION TO A SANITARY SEWER ACTIVE CONNECTION TO A SANITARY SEWER ACTIVE CONNECTION TO A SANITARY SEWER CONNECTION TO A SANITARY SEWER CONNECTION TO A SANITARY SEWER TO A SANITARY SEWER TO A SANITARY SEWER A SANITARY SEWER A SANITARY SEWER SANITARY SEWER SANITARY SEWER SEWER SEWER ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED TO THE DURING CONSTRUCTION SHALL BE RECONNECTED TO THE DURING CONSTRUCTION SHALL BE RECONNECTED TO THE CONSTRUCTION SHALL BE RECONNECTED TO THE CONSTRUCTION SHALL BE RECONNECTED TO THE SHALL BE RECONNECTED TO THE SHALL BE RECONNECTED TO THE BE RECONNECTED TO THE BE RECONNECTED TO THE RECONNECTED TO THE RECONNECTED TO THE TO THE TO THE THE THE EXISTING SANITARY SEWER TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR SHALL PROTECT ALL TREES DURING ALL PHASES OF CONSTRUCTION AND SHALL PRACTICE CAUTION WITH THE OPERATION OF HEAVY EQUIPMENT SO AS NOT TO CAUSE COMPACTION OR LACK OF AERATION ON ALL EXISTING TREE ROOT AREAS (DRIP LINE). NO TRUCK OR HEAVY EQUIPMENT SHALL BE PARKED WITHIN ANY TREE DRIP LINE.

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RR INVOLVEMENT

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FEDERAL PROJ. NO.

STORM MANHOLE

TOP OF RIM = 593.81

OUTFALL

STORM MANHOLE

TOP OF RIM = 593.81

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Department of Public Services

City of Toledo Division of

Parks & Recreation

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WADING POOL*

PARKING LOT

DUCK CREEK

PRO SHOP

SHELTER HOUSE

MAINTENANCE BUILDING

PLAYGROUND

BATH HOUSE*

JUNIOR POOL*

DEMOLITION LIMITS

CHAIN-LINK FENCE

BASKETBALL COURT

* CONTRACTOR SHALL REVIEW THE 1956

CONSTRUCTION PLANS FOR ALL RELEVANT

DETAILS.

EXISTING ON-SITE STOCKPILED MATERIALS

TO BE USED FOR THE REQUIRED BACKFILL

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REINECK DRIVE

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TO YORK ST. ENTRANCE

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EXISTING TREES TO REMAIN AND PROTECT.

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EXISTING TREES TO REMAIN AND PROTECT.

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EXISTING WATER VALVE.

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EXISTING TREES TO REMAIN AND PROTECT.

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EXISTING LIGHT POLE

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE IN ADVANCE WITH THE WATER DIVISION FOR WATER DISCONNECTION AND PERMIT DOCUMENTATION, AND PERFORM NECESSARY TREE TRIMMING OR REMOVAL TO PROVIDE ACCESS FOR WATER DISCONNECTION.

CONTRACTOR SHALL COORDINATE IN ADVANCE WITH THE WATER DIVISION FOR WATER DISCONNECTION AND PERMIT DOCUMENTATION, AND PERFORM NECESSARY TREE TRIMMING OR REMOVAL TO PROVIDE ACCESS FOR WATER DISCONNECTION.

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Department of Public Services

City of Toledo Division of

Parks & Recreation

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AutoCAD SHX Text REMOVE AND HAUL OFFSITE ALL FENCE, FENCE POLES, LIGHT POLES AND FREESTANDING SITE EQUIPMENT AS SALVAGE OR DISPOSAL. CONCRETE FOOTERS SHALL BE REMOVED AND PLACED IN EXISTING POOL CAVITY, APPROX. 410 L.F. CLEAR AND GRUB THE AREA ALONG THE FENCE LINE AS INDICATED AND HAUL OFFSITE, INCLUDING ANY STUMPS REMOVAL TO PROVIDE A FINISHED MAINTAINABLE SITE BOUNDARY. EXISTING TREES 12" AND OVER SHALL REMAIN AND PROTECT. FIELD REVIEW WITH PROJECT MANAGER PRIOR TO WORK COMMENCEMENT.

AutoCAD SHX Text DEMOLISH, CRUSH ONSITE AND PLACE EXISTING POOL DECK PAVEMENT IN EXISTING POOL CAVITY. REMOVE EXISTING POOL GUTTERS HAUL OFFSITE AS SAVAGE OR DISPOSAL, APPROX. 9,015 S.F.

AutoCAD SHX Text DEMOLISH ALL BUILDING FOUNDATIONS TO AT LEAST 12” INCHES BELOW THE BUILDING FINISHED GRADE, CRUSH CRUSH ONSITE AND PLACE BATH HOUSE BUILDING DEBRIS INCLUDING DRINKING FOUNTAIN, WALLS AND FLOOR SLABS IN EXISTING POOL CAVITY. PUMP, FILTER EQUIPMENT AND OTHER MECHANICAL, ELECTRICAL EQUIPMENT, LIGHT POLE AND OTHER SALVAGEABLE MATERIAL SHALL BE HAULED OFFSITE. FOUNDATION WALLS SHALL BE REMOVED TO A DEPTH OF AT LEAST ONE FOOT BELOW EXISTING FLOOR GRADES, APPROX. 2,800 SQ. FT

AutoCAD SHX Text DEMOLISH, CRUSH ONSITE AND PLACE WADING POOL DEBRIS INCLUDING WALLS AND POOL SLABS IN EXISTING POOL CAVITY, APPROX. 960 SQ. FT

AutoCAD SHX Text DEMOLISH, CRUSH ONSITE AND PLACE SWIMMING POOL DEBRIS INCLUDING WALLS AND POOL SLABS IN EXISTING POOL CAVITY. EXISTING POOL SLAB SHALL BE JACKHAMMERED IN PLACE OR DRILLED TO AN EXTENT THAT ALLOWS PROPER DRAINAGE OF POOL BASIN. EXISTING BASIN WALLS SHALL BE REMOVED TO A DEPTH OF 24” OR AT LEAST ONE FOOT BELOW EXISTING POOL 24” OR AT LEAST ONE FOOT BELOW EXISTING POOL 24” OR AT LEAST ONE FOOT BELOW EXISTING POOL OR AT LEAST ONE FOOT BELOW EXISTING POOL DECK FINISHED GRADES WHEN COVERED AND PROVIDE PROVIDE POSITIVE DRAINAGE TO CONSTRUCTION LIMITS; APPROX. 5,290 SQ. FT

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SAWCUT AND REMOVE EXISTING SIDEWALK AS INDICATED, APPROX. 350 S.F.

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PERIMETER CONTROL AS SPECIFIED, APPROX. 260 L.F.

AutoCAD SHX Text DEMOLITION NOTES: DEMOLISH ALL BUILDING STRUCTURES AND POOLS WITHIN THE WORK LIMITS INCLUDING ALL PAVED SURFACES, WALLS, WALKWAYS, PATIOS, FENCING, VEGETATION AND MINOR TREES IN THE PATH OF ANY EQUIPMENT UNLESS OTHERWISE NOTED. ALL QUANTITIES AND VOLUMES ARE PROVIDER FOR REFERENCE. CONTRACTOR SHALL FIELD REVIEW EXISTING CONDITIONS AND GENERATE THEIR OWN QUANTITIES AND VOLUMES TO MEET THE PROPOSED SCOPE OF WORK. ALL BELOW GRADE PAVEMENTS ENCOUNTERED SHALL BE CRUSHED TO ALLOW FOR PROPER DRAINAGE AT THE SITE OR THEY MAY BE REMOVED AS DIRECTED BY THE PROJECT MANAGER. FILL ALL CAVITIES DEEPER THAN 12 INCHES WITH NON-CONTAMINATED CRUSHED CONCRETE AND MASONRY MATERIALS FROM ON-SITE BUILDINGS AND PAVEMENTS THAT MEET OR EXCEED STANDARD INDUSTRY SPECIFICATIONS FOR RECYCLED AGGREGATES. ANY EXTRA DEMOLISHED MATERIALS SHALL BE HAULED AWAY AND DISPOSED PER STATE AND LOCAL AUTHORITIES REQUIREMENTS UNLESS OTHERWISE SPECIFIED. THE THE CONTRACTOR SHALL MAKE AVAILABLE VERIFIED ORIGINAL RECEIPTS FROM A LICENSED LANDFILL EVIDENCING THAT THE DEBRIS HAULED OFF SITE HAS BEEN DISPOSED OF IN A PROPER MANNER WHEN REQUESTED. THE CONTRACTOR SHALL UTILIZE THE EXISTING ON-SITE SOIL STOCKPILE, AS INDICATED ON SHEET #3, FOR BACKFILL OPERATIONS TO ESTABLISH A FINISHED GRADE THAT PROVIDES AT LEAST 12 INCHES OF COVER OVER THE CRUSHED DEBRIS AND IS GRADED TO SLOPE AWAY AND DRAIN PROPERLY. THE CONTRACTOR SHALL THE CONTRACTOR SHALL PROVIDE A MAINTAINABLE FINISHED SITE THAT IS FREE FROM DEBRIS, INCLUDING ALONG WORK LIMIT LINES WHERE GRADES SHALL MATCH WORK LIMIT LINES. EXISTING JUNIOR POOL VOLUME WAS ESTIMATED APPROX. 600 CU. YD. CONTRACTOR SHALL REVIEW THE ATTACHED 1956 CONSTRUCTION PLANS AND FIELD VERIFY EXISTING POOL VOLUME FOR FILLING WITH SUITABLE CRUSHED MATERIAL AND REQUIRED COMPACTED FILL VOLUME TO MEET THE PROPOSED GRADES. RETAIN ALL SIDEWALKS OR DRIVES NOT DESIGNATED FOR REMOVAL ON THE SITE UNLESS OTHERWISE INDICATED ON PLANS. DAMAGE TO SIDEWALKS OR DRIVES NOT IDENTIFIED FOR REMOVAL MUST BE CORRECTED OR REPAIRED UPON COMPLETION OF THE PROJECT. FURNISH AND INSTALL MIN. 3" TOPSOIL AND SEEDING TO COVER ALL DISTURBED AREAS AS SPECIFIED. SUBMIT SEED MIX FOR REVIEW PRIOR TO SEEDING. APPLY AT A RATE OF MIN. 6 POUNDS PER 1000 SQUARE FEET. ALL SEEDED AREAS SHALL BE COVERED WITH STRAW MULCH. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE CITY OF TOLEDO, PARKS DIVISION, WATER DIVISION AND SANITARY SEWER ENGINEER AS NECESSARY. CONTRACTOR SHALL ALSO NOTIFY AND COORDINATE WITH TOLEDO EDISON AND OTHER UTILITY COMPANIES AS NECESSARY DURING THE PERMIT PROCESS, PRIOR TO WORK BEGINNING AND AS NECESSARY DURING CONSTRUCTION. SWP3 PLAN AND INSPECTION: INSTALL AND MAINTAIN SILT FENCE, EROSION CONTROL MEASURES AND REPORTS IDENTIFIED ON THE SWPPP PLAN. ALL DISTURBED AREAS SHALL BE GRADED AND SEEDED WITH TOPSOIL AS SPECIFIED. ALL DISTURBED AREAS OF THE SITE SHALL BE MAINTAINED AS PER REQUIREMENTS OF THE SWPPP PLAN. PROVIDE ALL NECESSARY PROTECTIONS AND TAKE ALL NECESSARY PRECAUTIONS THAT ARE REQUIRED TO PROTECT WORKERS AND BYSTANDERS FROM INJURY DURING THE ENTIRETY OF THE DEMOLITION PROCESS. MAINTAIN THE PROPERTY AND KEEP THE PROPERTY AND SURROUNDING AREA CLEAN AND FREE FROM DEBRIS ON A DAILY BASIS DURING THE COURSE OF DEMOLITION AND FOLLOWING COMPLETION OF DEMOLITION. PERFORM ALL WORK IN A PROFESSIONAL, SAFE AND WORKMANLIKE MANNER, AND NOT UNDERTAKE OR PARTICIPATE IN ANY UNLAWFUL ACTIVITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND AUTHORIZATIONS TO COMPLETE THE SCOPE OF WORK DESCRIBED HEREIN. THE COST TO MAKE ALL NECESSARY UNDERGROUND AND ABOVE GROUND UTILITY DISCONNECTS SUCH AS WATER KILL, ELECTRIC, IS THE CONTRACTOR'S RESPONSIBILITY. NO GAS, CABLE, OR TELEPHONE UTILITY ARE ANTICIPATED. A REMOVAL OF SERVICE LETTER FROM TOLEDO EDISON WAS ATTACHED IN THE B-BOOK. CONTRACTOR SHALL CONTACT TOLEDO EDISON TO CONFIRM. CONTRACTOR SHALL COORDINATE, CLEAR AND CONTRACTOR SHALL COORDINATE, CLEAR AND CONTRACTOR SHALL COORDINATE, CLEAR AND KILL UTILITIES AS NECESSARY AS PART OF THE PERMIT PROCESS. THE PERMITS INCLUDE, BUT ARE NOT LIMITED TO, DEMOLITION/RENOVATION PERMITS, RAT INSPECTION, AND CONTACTING THE OHIO UTILITIES PROTECTION SERVICE. ALL ASSOCIATED FEES TO OBTAIN NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. PERMITTING SHALL REFERENCE THE DEPARTMENT OF PUBLIC SERVICES, DIVISION OF PARKS AND RECREATION AND THE PROJECT PROPERTY AT THE PRIMARY ADDRESS OF 755 YORK STREET, TOLEDO OH 43605.

AutoCAD SHX Text CLEAN EXISTING MANHOLE TO EXPOSE ALL INCOMING LINES. PLUG ONLY ALL INCOMING SANITARY SEWER LINES AS INDICATED PER CITY OF TOLEDO CONSTRUCTION STANDARDS. THE EXISTING 6" LINE TOWARD THE PARKING LOT SHALL REMAIN ACTIVE.

AutoCAD SHX Text PLUG EXISTING 12" STORM LINES FROM FILTER ROOM & POOL AS INDICATED PER CITY OF TOLEDO CONSTRUCTION STANDARDS. THE EXISTING 12" LINE TOWARD THE CREEK SHALL REMAIN ACTIVE.

AutoCAD SHX Text THE CITY WATER DIVISION WILL DISCONNECT THE EXISTING WATER SUPPLY LINE PRIOR TO THE DEMOLITION. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH THE CITY PARKS AND WATER DIVISIONS AT LEAST THREE (3) WEEKS BEFORE DEMOLITION BEGINS.

EXISTING LIGHT POLE TO BE REMOVED.

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26-Collins

Department of Public Services

City of Toledo Division of

Parks & Recreation

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Department of Public Services

City of Toledo Division of

Parks & Recreation

EXISTING BUILDING, PAVEMENT

AND POOL INFRASTRUCTURES

TO BE DEMOLISHED.

CONSTRUCTION LIMITS

PERIMETER CONTROL

CONSTRUCTION ACCESS

Dumpster and Storage Areas

SCOPE OF WORK:

DUCK CREEK

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- AREA INLET AREA INLET - CURB INLET W/GRATE CURB INLET W/GRATE - CURB INLET W/O GRATE CURB INLET W/O GRATE - ROADSIDE GRATE ROADSIDE GRATE - VENTED MANHOLE VENTED MANHOLE - FLOOD PLAINFLOOD PLAIN

AutoCAD SHX Text

LEGEND

This project is for demolition of all buildings, pool infrastructure and pavements at Collins Park Bath House and Pool. Work includes demolition of all building structures, pavement, removal of all debris, crush and place suitable materials onsite and haul offsite unsuitable materials. Storwater runoff from the site sheet flows through the vegetated and grassed areas toward Duck Creek. Project Address: 755 YorK Street, Toledo, OH 43605 Project site area: 0.74 acres Existing building and pool area: 0.21 acres Estimated preconstruction impervious acres: 0.42 acres Pre-construction runoff coefficient: 0.54 Estimated post-construction impervious acres:0 acres Post-construction runoff coefficient:0.20 Percentage of impervious area created by construction: 0% Project earth disturbed area: 0.73 acres Existing soils: Existing soil consists of a moderately sloping, moderately well drained soil on till plains. SOIL TYPES (Refer to soil map shown on this sheet) SuC2-- St. Clair silty clay loam, 4 to 12 percent slopes, eroded Estimated construction start date: January 2027 Estimated construction completion date: March, 2027 Sequence of SWP3 Activities ~ refer to SWP3 section SWP3-10 in B-book. Temporarary sediment and erosion control BMPs and pollutant control -- refer to SWP3 section in B-book. Permanent Post-construction BMPs Existing impervious pavement areas are to be removed and restored with the specified backfilling materials, topsoil, and seed mix. The site will remain as a grassed area.