Bid set- Savage Picnic Shelter.pdf

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GENERAL NOTES

UNDERGROUND UTILITIES:

NOTIFICATION:

REMOVALS:

CONCRETE PAVEMENTS:

CROSSING AND CONSTRUCTION

OF EXISTING PIPES AND UTILITIES:

HAUL ROUTES:

REVIEW OF SEWERS AND DRAINAGE FACILITIES:

UNRECORDED SANITARY CONCERNS

EXISTING SURVEY POINTS

FIELD REVIEW:

TREE PROTECTION:

CONCRETE FORMWORK:

TOPSOIL AND EARTHWORK:

SEEDING AND WATERING:

MATERIAL QUANTITY AND SUPPORTING DOCUMENTS:

PERMITS:

CITY-FURNISHED SHELTER STRUCTURE:

Department of Public Services

City of Toledo Division of

Parks & Recreation

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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 200 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 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. THE CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR CONTRACTOR SHALL NOT REMOVE ANY MORE PAVEMENT OR SHALL NOT REMOVE ANY MORE PAVEMENT OR SHALL NOT REMOVE ANY MORE PAVEMENT OR NOT REMOVE ANY MORE PAVEMENT OR NOT REMOVE ANY MORE PAVEMENT OR REMOVE ANY MORE PAVEMENT OR REMOVE ANY MORE PAVEMENT OR ANY MORE PAVEMENT OR ANY MORE PAVEMENT OR MORE PAVEMENT OR MORE PAVEMENT OR PAVEMENT OR PAVEMENT OR OR OR DRIVEWAYS THAN CAN BE REPLACED IN SEVENTY-TWO (72) HOURS. 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. SURVEY MONUMENTS, BENCH MARKS AND EXISTING POINTS DAMAGED OR MONUMENTS, BENCH MARKS AND EXISTING POINTS DAMAGED OR MONUMENTS, BENCH MARKS AND EXISTING POINTS DAMAGED OR BENCH MARKS AND EXISTING POINTS DAMAGED OR BENCH MARKS AND EXISTING POINTS DAMAGED OR MARKS AND EXISTING POINTS DAMAGED OR MARKS AND EXISTING POINTS DAMAGED OR AND EXISTING POINTS DAMAGED OR AND EXISTING POINTS DAMAGED OR EXISTING POINTS DAMAGED OR EXISTING POINTS DAMAGED OR POINTS DAMAGED OR POINTS DAMAGED OR DAMAGED OR DAMAGED OR OR OR DISTURBED BY CONSTRUCTION SHALL BE REPLACED BY A REGISTERED BY CONSTRUCTION SHALL BE REPLACED BY A REGISTERED BY CONSTRUCTION SHALL BE REPLACED BY A REGISTERED CONSTRUCTION SHALL BE REPLACED BY A REGISTERED CONSTRUCTION SHALL BE REPLACED BY A REGISTERED SHALL BE REPLACED BY A REGISTERED SHALL BE REPLACED BY A REGISTERED BE REPLACED BY A REGISTERED BE REPLACED BY A REGISTERED REPLACED BY A REGISTERED REPLACED BY A REGISTERED BY A REGISTERED BY A REGISTERED A REGISTERED A REGISTERED REGISTERED REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. SHOULD SURVEYOR AT THE CONTRACTOR'S EXPENSE. SHOULD SURVEYOR AT THE CONTRACTOR'S EXPENSE. SHOULD AT THE CONTRACTOR'S EXPENSE. SHOULD AT THE CONTRACTOR'S EXPENSE. SHOULD THE CONTRACTOR'S EXPENSE. SHOULD THE CONTRACTOR'S EXPENSE. SHOULD CONTRACTOR'S EXPENSE. SHOULD CONTRACTOR'S EXPENSE. SHOULD EXPENSE. SHOULD EXPENSE. SHOULD SHOULD SHOULD CONTRACTOR FAIL TO PROPERLY REPLACE THESE POINTS, THE DIVISION FAIL TO PROPERLY REPLACE THESE POINTS, THE DIVISION FAIL TO PROPERLY REPLACE THESE POINTS, THE DIVISION TO PROPERLY REPLACE THESE POINTS, THE DIVISION TO PROPERLY REPLACE THESE POINTS, THE DIVISION PROPERLY REPLACE THESE POINTS, THE DIVISION PROPERLY REPLACE THESE POINTS, THE DIVISION REPLACE THESE POINTS, THE DIVISION REPLACE THESE POINTS, THE DIVISION THESE POINTS, THE DIVISION THESE POINTS, THE DIVISION POINTS, THE DIVISION POINTS, THE DIVISION THE DIVISION THE DIVISION DIVISION DIVISION OF ENGINEERING SERVICES WILL REPLACE THEM AT THE CONTRACTOR'S ENGINEERING SERVICES WILL REPLACE THEM AT THE CONTRACTOR'S ENGINEERING SERVICES WILL REPLACE THEM AT THE CONTRACTOR'S SERVICES WILL REPLACE THEM AT THE CONTRACTOR'S SERVICES WILL REPLACE THEM AT THE CONTRACTOR'S WILL REPLACE THEM AT THE CONTRACTOR'S WILL REPLACE THEM AT THE CONTRACTOR'S REPLACE THEM AT THE CONTRACTOR'S REPLACE THEM AT THE CONTRACTOR'S THEM AT THE CONTRACTOR'S THEM AT THE CONTRACTOR'S AT THE CONTRACTOR'S AT THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S EXPENSE AFTER THREE WEEKS NOTICE. CONTRACTOR SHALL REVIEW ALL STAKING LAYOUTS WITH PROJECT MANAGER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION/ EXCAVATION. MINOR ADJUSTMENT MAY BE NECESSARY. 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. CONTRACTOR SHALL USE WOOD FORMS OR FLEXIBLE STEEL FOR ALL CURVED AREAS. STRAIGHT STEEL FORMS ARE PROHIBITED IN CURVED AREAS. NOTIFY THE PROJECT ENGINEER FOR A FORMWORK FIELD REVIEW AT LEAST 24 HOURS PRIOR TO CONCRETE PLACEMENT. ALL ON SITE TOPSOIL WITHIN WORK AREA SHALL BE STRIPED AND STOCK PILED ON SITE FOR REUSE. ALL ACCEPTABLE SOILS EXCAVATED BELOW TOPSOIL LINE SHALL BE STOCK PILED ON SITE FOR RE-USE AS EMBANKMENT AS PER ODOT ITEM SPECIFIED AND AS APPROVED BY COT. EXCAVATION DEPTHS SHALL BE VERIFIED AS PER PLAN, AND AS APPROVED BY THE COT PRIOR TO BACKFILL WITH SPECIFIED MATERIALS. NO ADDITIONAL QUANTITIES WILL BE ACCEPTED DUE TO OVER EXCAVATION. QUANTITIES PROVIDED ON THE GENERAL SUMMARY/PLANS ARE TO ASSIST WITH BIDDING TO ESTABLISH A GENERAL SCOPE OF WORK. EACH CONTRACTOR IS TO REVIEW THE PLANS AND ESTABLISH FINAL QUANTITIES FOR THE WORK OUTLINED. IF A QUANTITY GENERATED BY THE CONTRACTOR DOES NOT REASONABLY MATCH A QUANTITY LISTED IN THE GENERAL SUMMARY/PLANS, THE CONTRACTOR SHOULD REQUEST CLARIFICATION THROUGH PLANET BIDS DURING THE BIDDING PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR THE ITEM PRICES SUBMITTED AT THE TIME OF BID. CONTRACTOR SHALL REMOVE STONE 1-INCH OR GREATER FROM ALL SEED AREAS PER ODOT 659.10 SITE PREPARATION. NO TOPSOIL SHALL BE USED AS EMBANKMENT. CONTRACTOR SHALL PERFORM THE EARTHWORK FOLLOWING ODOT 203.08 AND ODOT 659.11. ORM THE EARTHWORK FOLLOWING ODOT 203.08 AND ODOT 659.11. TOPSOIL WILL BE PAID BY THE ACTUAL QUANTITY INSTALLED WITHIN THE PLAN QUANTITY AND WITH SUPPORTED TICKETS. CITY WILL NOT PAY ANY QUANTITY EXCEEDING PLAN QUANTITY UNLESS A WRITTEN APPROVAL HAS BEEN ISSUED BY PROJECT ENGINEER PRIOR TO PLACEMENT. CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING AND SEEDING OR HYDRO-SEEDING WITHIN THE LIMITS OF CONSTRUCTION AND ANY OTHER AREAS DISTURBED. THE APPROXIMATE AREA FOR SUCH SCOPE OF WORK IS PROVIDED FOR REFERENCE ONLY. THIS APPROXIMATE AREA IS SHARED AS A GUIDE TO AID THE BIDDERS IN UNDERSTANDING OF THE SCOPE OF WORK, BUT SHALL NOT BE CONSIDERED AS BEING ALL INCLUSIVE OR LIMITED TO THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS AS NECESSARY TO REACH A UNIFORM DENSITY COVERAGE AS SPECIFIED. THE UNIT PRICE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE UNIT PRICE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE UNIT PRICE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE PRICE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE PRICE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE FOR SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE SEEDING SHALL TAKE INTO ACCOUNT THE ABOVE SHALL TAKE INTO ACCOUNT THE ABOVE SHALL TAKE INTO ACCOUNT THE ABOVE TAKE INTO ACCOUNT THE ABOVE TAKE INTO ACCOUNT THE ABOVE INTO ACCOUNT THE ABOVE INTO ACCOUNT THE ABOVE ACCOUNT THE ABOVE ACCOUNT THE ABOVE THE ABOVE THE ABOVE ABOVE ABOVE MENTIONED REQUIREMENTS. CONTRACTOR SHALL BRING ATTENTION TO PROJECT MANAGER IMMEDIATELY FOR ANY PAY ITEM QUANTITY DISCREPANCIES EXPECTED TO BE MORE THAN 15% OF PLAN QUANTITY IN ADVANCE AND RECEIVED APPROVAL IN WRITING TO BE PAID, OTHERWISE IT WILL BE PAID AT PLAN QUANTITY. CONTRACTOR SHALL SUBMIT ALL MATERIAL TICKETS/INVOICES RELATED TO PROJECT MANAGER FOR REVIEW AND DOCUMENTATION, INCLUDING DELIVERED DATE, QUANTITY, PROJECT LOCATION, MATERIAL DESCRIPTION, ETC. WHEN APPLICABLE. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AS NECESSARY FOR REMOVALS AND NEW CONSTRUCTION; INCLUDING COORDINATION, SUBMITALS AND FEES. THE CITY HAS PURCHASED THE SHELTER STRUCTURE IN ADVANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE MANUFACTURER REGARDING SHIPPING, HANDLING, AND ON-SITE STORAGE (IF REQUIRED). CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR THE PROPER INSTALLATION AND COMPLETION OF THE PROJECT, INCLUDING ASSEMBLY IN ACCORDANCE WITH MANUFACTURE SPECIFICATIONS. CONTINGENCY ITEM ~ CONTRACTOR SHALL ESTABLISH A BENCHMARK AT CONTRACTOR SHALL ESTABLISH A BENCHMARK AT EACH SITE IDENTIFIED IN THIS PACKAGE. SURVEY SHALL IDENTIFY EXISTING PAVEMENTS AS NECESSARY TO DETERMINE EXISTING PAVEMENT SLOPES, EDGES, FENCE AND NET POST LOCATIONS. INFORMATION SHALL BE USED ESTABLISH OFFSET STAKING AND TO VERIFY EXISTING GRADES. SURVEYOR SHALL SUBMIT ONE EXISTING CONDITION SURVEY OF EACH SITE IN ELECTRONIC AUTO CAD FORMAT FOR REVIEW PRIOR TO DEMOLITION.

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GENERAL SUMMARY

Department of Public Services

City of Toledo Division of

Parks & Recreation

Department of Public Services

City of Toledo Division of

Parks & Recreation

24808

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Department of Public Services

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AutoCAD SHX Text 612.40

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EX. TWO-STORY STONE BUILDING

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NOTES: EXISTING SITE CONDITIONS & BASE PREPARATION: : THE SITE HAS BEEN ROUGHLY GRADED PER THE PROPOSED GRADING PLAN, AND A 6-INCH COMPACTED AGGREGATE BASE WAS INSTALLED AT THE HATCHED AREA DURING A PREVIOUS REVITALIZATION PROJECT PHASE. REFER TO THIS SHEET. CONTRACTOR SHALL FIELD-REVIEW THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING AGGREGATE BASE CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A 6-INCH COMPACTED AGGREGATE BASE AT THE FOUR AREAS AS SHOWN ON THIS SHEET. CONTRACTOR IS RESPONSIBLE FOR EXCAVATING THE EXISTING AGGREGATE BASE TO CONSTRUCT THE SPECIFIED FOOTINGS, THICKENED EDGE AND ELECTRICAL CONDUIT. CONTRACTOR SHALL PROPERLY PATCH AND COMPACT THE AGGREGATE BASE AROUND THE COMPLETED FOOTINGS, EDGES, AND CONDUITS PRIOR TO POURING THE SLAB. BIDDING CONTRACTORS SHALL INCLUDE IN THE SITE PREPARATION ITEM IN THE BASE BID ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO ADJUST, FINE-GRADE, AND RE-COMPACT THE EXISTING AGGREGATE BASE, AS WELL AS SUPPLY AND INSTALL ANY ADDITIONAL AGGREGATE BASE REQUIRED FOR THE CONCRETE SLAB CONSTRUCTION.

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SITE RESTORATION: CONTRACTOR SHALL INSTALL 3" TOPOSIL TO MATCH THE CONCRETE SLAB AND WALK AND PROVIDE A POSITIVE DRAINAGE AWAY FROM THE SHELTER PER THE GRADING PLAN, AND RESTORE ALL DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS WITH 3" TOPSOIL, SEEDING AND MULCHING AS SPECIFIED.

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2' -0

'-0

'-0

2'-0" 12'-0" 12'-0" 20'-0" 12'-0" 2'-0"

72'-0"

1'-11 1 4" 20'-0" 1'-11 1

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2' -0

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Curved Tapered Beam

Ridge Beam Ridge Beam Ridge Beam O.H.

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NOTE:

ALIGN NEW EAVE HEIGHT WITH THE EAVE HEIGHT OF

THE NEW BATHROOM ADDITION AT THE BOTTOM OF SOFFIT.

CONTRACTOR SHALL FIELD VERIFY WITH PROJECT ENGINEER

PRIOR TO CONSTRUCTION .

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ENGINEERED

Apprd for Fab

Sheet of

Our File No.

ENGINEERED WOOD PRODUCTS

Drawn

Checked

Revisions Description Date

COPYRIGHT (C) ENWOOD STRUCTURES - RALEIGH, NC - ALL RIGHTS RESERVED AND ENFORCED. -NOT FOR CONSTRUCTION-

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8/12/26 RPS-13274 G Rev2 1

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Department of Public Services

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Department of Public Services

City of Toledo Division of

Parks & Recreation

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THE RALEIGH SHELTER

SPECIFICATIONS

MANUFACTURER:

SHELTER SHALL BE DESIGNED AND FURNISHED BY ENWOOD STRUCTURES,

RALEIGH, NC.

SHELTER DESIGN:

SHELTER DESIGN SYSTEM SHALL BE THE RALEIGH

MANUFACTURE:

MANUFACTURE OF THE STRUCTURAL GLUED LAMINATED WOOD COMPONENTS

SHALL CONFORM TO THE MANUFACTURING REQUIREMENTS OF THE AMERICAN

INSTITUTE OF TIMBER CONSTRUCTION STANDARDS AND STANDARD

SPECIFICATIONS FOR GLUED LAMINATED TIMBER, AITC 117.

MANUFACTURER'S CERTIFICATION:

SHELTER'S MANUFACTURER SHALL BE A MEMBER OF, AND HOLD FULL

CERTIFICATION FROM, THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

(AITC). FABRICATION WILL BE BASED ON THE AITC TIMBER CONSTRUCTION

MANUAL.

QUALITY CONTROL:

QUALITY CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH ANSI/AITC

A190.1-LATEST EDITION, AMERICAN NATIONAL STANDARD FOR WOOD

PRODUCTS- STRUCTURAL GLUED LAMINATED TIMBER, AND THE AMERICAN

INSTITUTE OF TIMBER CONSTRUCTION INSPECTION MANUAL AITC-200.

LUMBER:

LAMINATING LUMBER SHALL BE #1 GRADE KILN-DRIED, WITH MAXIMUM 15%

MOISTURE CONTENT, SOUTHERN YELLOW PINE GRADED TO MEET THE

REQUIREMENTS OF STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED

LAMINATED TIMBER, AITC 117. LUMBER COMBINATION SHALL BE DETERMINED

BY THE DESIGN REQUIREMENTS FOR EACH COMPONENT AND DESIGNATED ON

THE FABRICATOR'S SHOP DRAWINGS.

TREATED COMPONENTS:

ALL TREATED COMPONENTS MUST BE TREATED PRIOR TO GLUING. ALL

TREATED COMPONENTS WITH GROUND CONTACT MUST BE TREATED PRIOR

TO GLUING, AT .6 LBS PER CUBIC FOOT.

ADHESIVES:

ADHESIVES SHALL BE WET-USE (WATERPROOF) COMPLYING WITH ANSI/AITC

A190.1-LATEST EDITION.

COLUMNS:

STANDARD SHELTERS TO HAVE EMBEDDED GLUED LAMINATED WOOD

COLUMNS. GLULAM COLUMNS TO BE PRESSURE-TREATED AT .6 LBS. PRIOR TO

GLUING, IN ACCORDANCE WITH AITC 109 STANDARDS.

CURVED-TAPERED BEAMS:

GLULAM BEAMS TO BE FABRICATED WITH #1 GRADE, KILN-DRIED, WITH 15%

MOISTURE CONTENT, SOUTHERN YELLOW PINE.

ROOF DECK:

TWO-INCH (NOMINAL) #1 GRADE, END MATCHED, SINGLE TONGUE AND

GROOVE WITH V-JOINT BOTTOM FACE, KILN-DRIED, TO AN AVERAGE OF 15%

MOISTURE CONTENT, SOUTHERN YELLOW PINE. GALVANIZED 16D NAILS SHALL

BE PROVIDED.

FASCIA:

2" X 6" FASCIA, SOUTHERN YELLOW PINE, #1 SPIB GRADE, PRESSURE-TREATED

IN ACCORDANCE WITH AITC 109 STANDARDS. GALVANIZED 16D NAILS SHALL BE

PROVIDED.

ROOFING:

REFER TO LAYOUT SHEET #5 FOR ROOFING MATERIALS.

HARDWARE:

ALL STEEL AND HARDWARE FOR BEAM AND COLUMN CONNECTIONS SHALL BE

PROVIDED. STEEL CONNECTIONS TO BE PRIME PAINTED WITH RUST INHIBITOR

PAINT. HARDWARE TO BE ELECTROSTATIC ZINC PLATED.

DESIGN:

THE STRUCTURAL SYSTEMS ARE…