Please Email ALL Questions - Trias Contruction -...
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The Enclosed Document Is Provided For Your Convenience. Please Email ALL Questions: MailTo:[email protected]Please Let Us Know If You Plan To Bid City of Tampa Contract Administration Department 306 E. Jackson St. #280A4N Tampa, FL 33602 (813)274-8456
Please Email ALL Questions - Trias Contruction - Hometriasconstruction.com/plans_HFC_air-piping/17-c-00011plansu_0.pdf · Please Email ALL Questions: MailTo:[email protected]
JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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REVISIONS
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SEC. 30 - T29S - R19E SEC. 31 - T29S - R19E
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SHEET 1
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J-13 K-13
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TPB***-******-***-******
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CONTRACT: 17-C-00011
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS COVER SHEET
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GATE
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BLDG.
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ENTRANCE
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FACILITY
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MIXED SLUDGE P.S.
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ENTRANCE
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NO.1
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NO.2
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N0.3
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NO.4
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NO.5
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NO.6
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NO.7
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NO.8
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NO.10
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NO.12
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NO.13
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NO.17
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NO.18
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NO.19
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NO.30
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NO.31
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NO.32
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NO.9
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SLUDGE DRYING BEDS
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REACTORS
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NO.
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NO.
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NO.
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NO.
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PLANT SWITCH GEAR
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BLDG. AND SUBSTATIONS
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OXYGEN GENERATION
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AND STORAGE
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EQUIPMENT (TYP.)
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CONTROL BLDG.
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SLUDGE DRYING BEDS
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TECHNICAL
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SERVICES
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SLUDGE
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P.S.
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NO.2
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NO.4
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NO.1
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FINAL SEDIMENTATION TANKS
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NO.5
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NO.7
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NO.8
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FILTER BLDG.
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NO.
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NO.
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SLUDGE
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HEAT
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DRYING
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HPO
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AFTERBURNERS
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(TYP)
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TRUCK LOADING
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AREA
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SLUDGE UNLOADING
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AREA
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DRIED SLUDGE STORAGE AREA
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REUSE
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PILOT
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PLANT
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BACKFLOW
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STRUCTURE
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PARTS
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WAREHOUSE
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SCREEN & GRIT BUILDING
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NO. 1
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SCREEN & GRIT BUILDING
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NO. 2
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JUNCTION CHAMBER NO. 1
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ODOR CONTROL
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RAW
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SEWAGE
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PUMPING
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STATION
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SLUDGE PUMP
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STATION NO. 3
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MAIN PUMP
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STATION
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INTERMEDIATE
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PUMP STATION
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SLUDGE PUMP
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STATION NO. 2
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SLUDGE PUMP
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STATION NO. 1
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METER VAULT NO. 2
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GENERATOR
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BUILDING
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EFFLUENT
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BUILDING
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BUILDING AND
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GROUND SHOP
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SLUDGE CONTROL
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BUILDING "A"
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SLUDGE DIGESTION
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TANK (TYP)
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DIGESTER
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CONTROL
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BUILDING "C"
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SLUDGE
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CONTROL
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BUILDING
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"B"
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PRIMARY SEDIMENTATION
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TANKS 1-4
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PRIMARY SEDIMENTATION
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TANKS 5-8
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OVERFLOW
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STRUCTURE
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FBS
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THICKENER
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SLUDGE TREATMENT
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BUILDING
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GRAVITY
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THICKENERS
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SLUDGE
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P.S.
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NITRIFICATION
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REACTORS
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METHANOL
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UNLOADING
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(TYP)
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CHLORINE
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UNLOADING
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POST CHLORINATION
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TANKS
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DENITRIFICATION
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FILTERS
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DENITRIFICATION
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FILTERS
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SLUDGE DEWATERING BLDG
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BELT
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THICKENER
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BUILDING
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STORMWATER
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TREATMENT
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POND
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JUNCTION
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CHAMBER NO. 4
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FINAL SEDIMENTATION TANKS
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FILTER BUILDING NO. 2
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SLUDGE
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STORAGE
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TANKS
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STANDBY POWER FACILITY
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SLUDGE P.
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STA. NO.4
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SLUDGE P.
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STA. NO.5
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MARITIME BLVD.
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GUY VERGER BLVD.
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GUY VERGER BLVD.
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MAINTENANCE
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FACILITY
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ENTRANCE
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GATE
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ADMINISTRATION
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BUILDING
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TREATMENT
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STORMWATER
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POND
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GATE
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SLUDGE DRYING
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BEDS
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OPERATIONS
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BUILDINGS
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SO
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UNLOADING
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CITY OF TAMPA
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HOWARD F. CURREN
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ADVANCED WASTEWATER
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TREATMENT PLANT
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2700 MARITIME BLVD.
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TAMPA, FL 33605
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(813) 247-3451
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FAX: (813) 248-5269
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FUELING
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STATION
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2
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STORMWATER
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TREATMENT
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POND
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TRUCK
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DUMP
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PIT
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TREATMENT
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POND
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STORMWATER
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FILTRATE
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P.S.
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PROCESS
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CONTROL
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MARITIME BLVD.
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CHLORINE
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CONTACT
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CHAMBER
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PROJECT LOCATION
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WASTEWATER DEPARTMENT
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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REVISIONS
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No.
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SEC. 30 - T29S - R19E SEC. 31 - T29S - R19E
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J-13 K-13
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PLOT
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TPB***-******-***-******
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INDEX OF DRAWINGS
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SHEET #
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TITLE
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COVER SHEET
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PROJECT LOCATION MAP AND INDEX
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GENERAL NOTES AND TABLE
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FINAL SEDIMENTATION TANKS PLAN VIEW
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INFLUENT CHANNEL AIR PIPING PROPOSED PLAN & SECTION (1)
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INFLUENT CHANNEL AIR PIPING PROPOSED PLAN & SECTION (2)
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MISCELLANEOUS DETAILS (1)
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MISCELLANEOUS DETAILS (2)
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SHEET 2
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS PROJECT LOCATION MAP AND INDEX
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GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TREATMENT PLANT PERSONNEL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH TREATMENT PLANT PERSONNEL AND PLANT OPERATIONS. 2. EXISTING DIMENSIONS AND ELEVATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE. THE EXISTING DIMENSIONS AND ELEVATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TRUE DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO LAYOUT AND SHOP DRAWING SUBMITTALS. 3. ALL SUBMITTALS AND SHOP DRAWINGS SHALL BE ORIGINALS OR HIGH QUALITY COPIES (EASILY ALL SUBMITTALS AND SHOP DRAWINGS SHALL BE ORIGINALS OR HIGH QUALITY COPIES (EASILY READABLE). NO FAXED SHEETS OR POOR COPIES WILL BE ACCEPTED FOR SUBMITTAL REVIEW. 4. IT IS THE ENGINEER'S INTENT THAT ALL WORK INVOLVED IN THIS PROJECT WILL BE PERFORMED WHILE IT IS THE ENGINEER'S INTENT THAT ALL WORK INVOLVED IN THIS PROJECT WILL BE PERFORMED WHILE SEDIMENTATION TANKS ARE OFF-LINE AND DRAINED. 5. AWTP PERSONNEL SHALL BE RESPONSIBLE FOR DRAINING SEDIMENTATION TANKS. CONTRACTOR SHALL AWTP PERSONNEL SHALL BE RESPONSIBLE FOR DRAINING SEDIMENTATION TANKS. CONTRACTOR SHALL PROVIDE A MINIMUM OF FIVE WORKING DAYS NOTICE (IN WRITING) BEFORE HAVING AWTP PERSONNEL PERSONNEL DRAIN A TANK. 6. CONTRACTOR SHALL REPLACE EXISTING 4", 6", 8", 10" AND 12" STEEL PROCESS AIR HEADER PIPE AND CONTRACTOR SHALL REPLACE EXISTING 4", 6", 8", 10" AND 12" STEEL PROCESS AIR HEADER PIPE AND FITTINGS AT THE INFLUENT CHANNEL OF SEDIMENTATION TANKS 7 THRU 12 WITH SCHEDULE 40 TYPE 316 STAINLESS STEEL (316L SS). PROCESS AIR HEADER PIPE SHALL BE LABELED PROCESS AIR INCLUDING DIRECTIONAL FLOW ARROWS AS SPECIFIED. PAINTING OF STAINLESS STEEL PIPING IS NOT REQUIRED. 7. CONTRACTOR SHALL REPLACE STAINLESS STEEL PIPE REPAIR CLAMPS AT THE INFLUENT CHANNEL OF CONTRACTOR SHALL REPLACE STAINLESS STEEL PIPE REPAIR CLAMPS AT THE INFLUENT CHANNEL OF SEDIMENTATION TANKS 7 THRU 12 WITH 316 STAINLESS STEEL SLEEVE TYPE COUPLINGS. A TOTAL OF 17 SLEEVE TYPE COUPLINGS (VARIOUS SIZES) AND (1) 12" HARNESSED SLEEVE TYPE COUPLING WILL BE REQUIRED. 8. CONTRACTOR SHALL REPLACE EXISTING (25) PIPE ANCHORS WITH 316L STAINLESS STEEL PIPE ANCHORS CONTRACTOR SHALL REPLACE EXISTING (25) PIPE ANCHORS WITH 316L STAINLESS STEEL PIPE ANCHORS - VARIOUS SIZES. (SEE TABLE 1 AND DETAILS) 9. CONTRACTOR SHALL REPLACE AN EXISTING 12" BUTTERFLY VALVE AS DESIGNATED ON THE PLANS. CONTRACTOR SHALL REPLACE AN EXISTING 12" BUTTERFLY VALVE AS DESIGNATED ON THE PLANS. BUTTERFLY VALVE SHALL BE DEZURIK BAW OR APPROVED EQUAL. VALVE SHALL BE PROVIDED WITH A MANUAL HANDWHEEL OPERATOR. REPLACEMENT OF THIS VALVE WILL REQUIRE PROCESS AIR SHUTDOWN. DURATION OF SHUTDOWN SHALL BE MINIMIZED AND A MINIMUM OF FIVE WORKING DAYS NOTICE IS REQUIRED. 10. CONTRACTOR SHALL REPLACE EXISTING 4" SUMP PUMP DISCHARGE AND FLANGE WITH SCHEDULE 40 CONTRACTOR SHALL REPLACE EXISTING 4" SUMP PUMP DISCHARGE AND FLANGE WITH SCHEDULE 40 TYPE 316 STAINLESS STEEL AT LOCATION SHOWN ON PLANS. 11. ALL HARDWARE, UNLESS OTHERWISE NOTED, SHALL BE TYPE 316 STAINLESS STEEL. ALL HARDWARE, UNLESS OTHERWISE NOTED, SHALL BE TYPE 316 STAINLESS STEEL. 12. THE UPPER DECK OF THE SEDIMENTATION TANKS SHALL BE KEPT CLEAN OF MATERIALS AND DEBRIS THE UPPER DECK OF THE SEDIMENTATION TANKS SHALL BE KEPT CLEAN OF MATERIALS AND DEBRIS AT ALL TIMES. WALKWAYS AND DRIVEWAY SHALL BE KEPT CLEAR FOR AWTP PERSONNEL TO PASS THROUGH. 13. EXISTING STAINLESS STEEL PIPE REPAIR CLAMPS SHALL BE SALVAGED AND DELIVERED TO THE PARTS EXISTING STAINLESS STEEL PIPE REPAIR CLAMPS SHALL BE SALVAGED AND DELIVERED TO THE PARTS DELIVERED TO THE PARTS WAREHOUSE LOCATED ON THE TREATMENT PLANT SITE. NON-SALVAGEABLE MATERIALS ARE TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. . 14. OSHA STANDARD SAFETY EQUIPMENT SUCH AS SAFETY HARNESSES, GAS MONITORS, LOWER EXPLOSIVE OSHA STANDARD SAFETY EQUIPMENT SUCH AS SAFETY HARNESSES, GAS MONITORS, LOWER EXPLOSIVE LIMIT (LEL) DETECTORS, BREATHING APPARATUS, ETC. SHALL BE UTILIZED WHERE THE WORK DICTATES THEIR USE. 15. NORMAL WORKING HOURS SHALL BE WEEKDAYS FROM 7:30 AM TO 4 PM UNLESS OTHERWISE APPROVED NORMAL WORKING HOURS SHALL BE WEEKDAYS FROM 7:30 AM TO 4 PM UNLESS OTHERWISE APPROVED BY THE ENGINEER/INSPECTOR.
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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SHEET 3
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TABLE 1. AIR PIPING, SLEEVE TYPE COUPLINGS AND PIPE ANCHORS SCHEDULE
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PIPE DIAMETER
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SLEEVE TYPE COUPLINGS REQUIRED
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APPROXIMATE LENGTH OF PIPE REQUIRED
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PIPE ANCHORS REQUIRED
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4"
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70'
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6"
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4
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80'
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6
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8"
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120'
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10"
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110'
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12"
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4 1 HARNESSED
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90'
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NOTES: : A. REFER TO SHEET 7 FOR PIPE ANCHOR DETAILS. REFER TO SHEET 7 FOR PIPE ANCHOR DETAILS. B. REFER TO SHEET 8 FOR HARNESSED SLEEVE TYPE COUPLING REFER TO SHEET 8 FOR HARNESSED SLEEVE TYPE COUPLING DETAILS. C. EXISTING AIR PIPING TO BE REPLACED IS SUPPORTED BY EXISTING AIR PIPING TO BE REPLACED IS SUPPORTED BY STAINLESS STEEL PIPE SUPPORTS AT VARIOUS LOCATIONS. CONTRACTOR SHALL RE-USE THESE EXISTING SUPPORTS.
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS GENERAL NOTES AND TABLE
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FINAL SEDIMENTATION TANKS
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8
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7
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10
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11
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12
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TOP DECK (DRIVE WAY)
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NO 5
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NO 6
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NO 7
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NO 8
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Sludge Pump Station No. 2
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Sludge Pump Station No. 2
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Operations Buildings
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Final Sed Tanks Influent Channel
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Primary Tanks 5-8
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Final Sed Tanks Influent Channel
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Sludge Pump Station No. 3
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REPLACE PROCESS AIR HEADER PIPE AND FITTINGS INCLUDING PIPE SUPPORTS
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS FINAL SEDIMENTATION TANKS PLAN VIEW
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MRL
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KJG
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TPB***-******-***-******
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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REVISIONS
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SHEET 4
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SEC. 30 - T29S - R19E SEC. 31 - T29S - R19E
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J-13 K-13
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EX. 4" STAINLESS STEEL DROP AIR PIPING (TO REMAIN) (TYP OF 12)
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PLAN VIEW N.T.S.
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LEGEND PROPOSED BUTTERFLY VALVE EXISTING BUTTERFLY VALVE (TO REMAIN) PROPOSED REDUCER EXISTING 4" 90° BEND DROP PIPE (TO REMAIN)
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12"
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12"
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10"
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10"
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10"
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10"
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8"
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8"
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8"
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6"
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6"
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4"
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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SHEET 5
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4" D.I. Drop Pipe
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Type T-2
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30" Process Air Main El. 26.50
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12" Process Air Header El. 31.00
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12" Process Air Header El. 31.00
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Walk El. 30.00
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14" Effluent Water El. 26.00
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Meter MPA-15
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Type T-12
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Type T-11
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6" Stop Log Groove
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14" Effluent Water El. 22.00
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El. 30.00
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Ex. 4" Block Valve
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Ex. 4" Block Valve
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Existing 12" Block Valve
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Tank No. 8
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Tank No. 7
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2" Plant Water El. +4.71
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3" Liquid Alum El. +4.71
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Tank No. 6
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Tank No. 5
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Main Drain
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30" Process Air Main El. 26.50
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12" Process Air Header El. 31.00
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12" Process Air Header El. 31.00
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14" Effluent Water El. 26.00
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Existing 12" Block Valve
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Walk El. 30.00
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PART PLAN N.T.S.
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SECTION N.T.S.
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SEC. 30 - T29S - R19E SEC. 31 - T29S - R19E
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J-13 K-13
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NOTES: 1. CONTRACTOR SHALL MITER CUT PIPE TO MATCH CONTRACTOR SHALL MITER CUT PIPE TO MATCH EXISTING PIPE ANGLE (APPROX. 22 ) 12°)2. CONTRACTOR SHALL REMOVE EXISTING FLOWMETER CONTRACTOR SHALL REMOVE EXISTING FLOWMETER AND MANOMETER PEDESTAL AT THE SLUDGE PUMPING STATION NO. 2. CONCRETE SURFACE SHALL BE GROUND BACK TO A SMOOTH CONCRETE SURFACE.
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REPLACE EXISTING 12" REPAIR CLAMP WITH A 12" HARNESSED SLEEVE TYPE COUPLING
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REPLACE 4" PROCESS AIR PIPE, 4" FLANGES AND VARIOUS SIZE REDUCERS WITH SCH 40 TYPE 316 SS (TYP OF 12)
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REPLACE EXISTING REPAIR SLEEVES WITH TYPE 316 SLEEVE TYPE COUPLINGS (TYP OF 17)
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REPLACE EXISTING PIPE ANCHORS WITH TYPE 316 STAINLESS STEEL PIPE ANCHORS (TYP OF 25)
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REPLACE EXISTING 12" BUTTERFLY VALVE AND CONNECT TO EXISTING 12" STEEL PIPE USING AN INSULATING FLANGE (SEE DETAIL, SHEET 7)
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PROPOSED VERTICAL BEND (SEE NOTE 1)
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PROPOSED VERTICAL BEND (SEE NOTE 1)
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EXISTING FLOWMETER/MANOMETER PEDESTAL (TO BE REMOVED) (SEE NOTE 2)
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PROPOSED 12" 316L SS PIPE AND FITTINGS
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MATCH LINE (SEE SHEET 6)
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PROPOSED WORK IS SHOWN CLOUDED WITH BOLD TEXT ON THIS SHEET
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS INFLUENT CHANNEL AIR PIPING PROPOSED PLAN & SECTION (1)
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CTB - WW-TOSHIBA.CTB WW-TOSHIBA.CTB
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WASTEWATER DEPARTMENT
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No.
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MRL
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KJG
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TPB***-******-***-******
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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3
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2
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1
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DATE
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REVISIONS
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DES:
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DRN:
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DATE:
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SHEET 6
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SEC. 30 - T29S - R19E SEC. 31 - T29S - R19E
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J-13 K-13
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PART PLAN N.T.S.
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SECTION N.T.S.
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SECTION / N.T.S. / N.T.S.N.T.S.
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PART PLAN / N.T.S. / N.T.S.N.T.S.
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REPLACE EXISTING PIPE ANCHORS WITH TYPE 316 STAINLESS STEEL PIPE ANCHORS (TYP OF 25)
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REPLACE EXISTING REPAIR CLAMPS WITH SLEEVE TYPE COUPLINGS (TYP OF 17)
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REPLACE EXISTING 4" PROCESS AIR PIPE, 4" FLANGES AND VARIOUS SIZES REDUCERS WITH SCHEDULE 40 STAINLESS STEEL (TYP OF 12)
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REPLACE EXISTING 4" BLIND FLANGE WITH SCHEDULE 40 TYPE 316 STAINLESS STEEL
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REPLACE EXISTING 4" SUMP PUMP DISCHARGE PIPE AND FLANGE WITH SCHEDULE 40 TYPE 316 STAINLESS STEEL (SEE DETAIL, SHEET 7)
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PROPOSED WORK IS SHOWN CLOUDED WITH BOLD TEXT ON THIS SHEET
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SECTION BB N.T.S.
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SECTION AA N.T.S.
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PROPOSED 12", 10", 8", 6" AND 4" 316L SS PIPE AND FITTINGS
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MATCH LINE (SEE SHEET 5)
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A
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A
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B
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B
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PIPE ANCHOR SCHEDULE
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PIPE O.D.
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H
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L
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4.5
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1'-0"
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6"
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6.625
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1'-0"
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6"
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8.625
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1'-0"
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8"
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10.75
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1'-0"
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1'-1"
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12.75
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1'-0"
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1'-3"
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CTB - WW-TOSHIBA.CTB WW-TOSHIBA.CTB
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TPB***-******-***-******
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
Replace Ex 4" Sump Pump Discharge Pipe & Flange with Sch 40 Type 316 Stainless Steel
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INSULATING FLANGE N.T.S.
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EXISTING SUMP PUMP DISCHARGE
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SEE NOTE
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PROPOSED
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Existing
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NOTE: INSTALL INSULATING GASKET (NEOPRENE) BETWEEN EXISTING STEEL PLATE AND NEW STAINLESS STEEL PIPE ANCHOR TO PREVENT DISSIMILAR METAL CONTACT
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS MISCELLANEOUS DETAILS (1)
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CTB - WW-TOSHIBA.CTB WW-TOSHIBA.CTB
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TPB***-******-***-******
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JACINTO CARLOS FERRAS, P.E. #49454 DESIGN DIVISION HEAD WASTEWATER DEPARTMENT
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3
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2
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1
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DATE
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REVISIONS
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DES:
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DRN:
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CKD:
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DATE:
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SHEET 8
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Note: All Dimensions In Inches
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TYPE A HARNESSED SLEEVE TYPE COUPLING JOINT FOR STAINLESS STEEL PIPE - SCHEDULE
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NORMAL PIPE SIZE
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WALL THICK-NESS
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O.D. OF PIPE
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MAX PRESS. FOR HARNESS TIE ROD P.S.I.
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MIDDLE RING
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HARNESS TIE ROD
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HARNES LUG MINIMUM DIMENSION
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COUPLING SERVICE
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LENGTH
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THICKNESS
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NO.
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DIA.
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X
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L
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A
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WE
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Z
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E
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H
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H1
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D
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HOLE
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WELD
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12
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0.406
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12.750
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70
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7
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0.313
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2
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0.625
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1.125
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26.250
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3
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1.25
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2.875
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0.375
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3
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3.875
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2
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8.5
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0.75
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0.25
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PROCESS AIR
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TYPE A HARNESSED SLEEVE N.T.S.
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HARNESS TIE ROD SPHERICAL NUT AND WASHER N.T.S.
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TIE ROD DIA
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THD./IN.
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ID
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OD
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SD
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R
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D
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Y MIN. THREAD LENGTH
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5/8
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11
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3/4
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1 1/2
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1 3/8
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1 1/16
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3/16
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5/16
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1 7/8
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EXISTING STAINLESS STEEL PIPE REPAIR CLAMP N.T.S.
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NOTES: 1. ALL SS REPAIR CLAMPS (AS PICTURED) SHALL ALL SS REPAIR CLAMPS (AS PICTURED) SHALL BE REPLACED WITH 316SS SLEEVE TYPE COUPLINGS. 2. THERE IS 1-12" SS REPAIR CLAMP THAT WILL THERE IS 1-12" SS REPAIR CLAMP THAT WILL NEED TO BE REPLACED WITH 316SS TYPE A HARNESSED SLEEVE TYPE COUPLING AS DETAILED. 3. ALL SLEEVE TYPE COUPLINGS AND HARNESSING ALL SLEEVE TYPE COUPLINGS AND HARNESSING HARDWARE SHALL BE 316SS.
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HOWARD F. CURREN AWTP FINAL SEDIMENTATION TANKS AIR PIPING IMPROVEMENTS MISCELLANEOUS DETAILS (2)
