8141-2 RRWTP Capacity ReRate - Plans-reducedSCALE IN FEET200'100'050'E SHERM
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COLLEGE ST E 215345521534553803535E35E28837737738038035W37735288377377CITY OF DENTON, TEXASCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSCPS NO. 8141-2JANUARY 2024MAYOR.............................................................................GERARD HUDSPETHCOUNCIL MEMBER, DISTRICT 1 .......................................VICKI BYRDCOUNCIL MEMBER, DISTRICT 2, MAYOR PRO TEM .........BRIAN BECKCOUNCIL MEMBER, DISTRICT 3 .......................................PAUL MELTZERCOUNCIL MEMBER, DISTRICT 4........................................JOE HOLLANDCOUNCIL MEMBER, AT LARGE PLACE 5...........................BRANDON CHASE McGEECOUNCIL MEMBER, AT LARGE PLACE 6...........................CHRIS WATTSDIRECTOR OF UTILITIES STEPHEN GAYRAY ROBERTS WATER TREATMENT PLANTDTN20672Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144DENTONLEWISVILLELAKERAY ROBERTSLAKE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comFIRM REGISTRATION NUMBER: F-53312400 COIT RD. SUITE 1200DALLAS, TX. 75251BID SUBMITTALPROJECTLOCATION2024/01/24*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:41 PM Plot By: tmg Filename: N:\WW\Drawings\GN-ALL-INDEX.dwg Last Saved: 10/12/2023 1:40 PM Saved By: tmgFilename: N:\WW\Drawings\GN-ALL-INDEX.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
GN-ALL-INDEX.dwg
GENERAL
INDEX OF DRAWINGS IG-1K. COPE
MAJ
.
DWS 2023/10/161TITLE SHEET2G-1INDEX OF DRAWINGS I3G-2INDEX OF DRAWINGS II4G-3GENERAL NOTES5G-4STANDARD SYMBOLS6G-5PROCESS FLOW DIAGRAM7G-S-1STRUCTURAL GENERAL NOTES I8G-S-2STRUCTURAL GENERAL NOTES II9G-S-3STRUCTURAL GENERAL NOTES III10G-S-4STRUCTURAL SPECIAL INSPECTIONS I11G-S-5STRUCTURAL SPECIAL INSPECTIONS II12G-S-6STRUCTURAL SYMBOLS AND ABBREVIATIONS13C-1EXISTING SITE PLAN - KEY MAP14C-2EXISTING YARD PIPING PLAN I15C-3EXISTING YARD PIPING PLAN II16C-4EXISTING YARD PIPING PLAN III17C-5EXISTING YARD PIPING PLAN IV18C-6EXISTING YARD PIPING PLAN V19C-7SITE PLAN - KEY MAP20C-8YARD PIPING PLAN I21C-9YARD PIPING PLAN II22C-10YARD PIPING PLAN III23C-11YARD PIPING PLAN IV24C-12YARD PIPING PLAN V25C-1324" INLET FLOW METER VAULT PLANS AND SECTIONS26C-1424" OUTLET FLOW METER VAULT PLANS AND SECTIONS27C-1530" FLOW CONTROL VALVE VAULT PLANS AND SECTIONS28C-1660" FLOW CONTROL VALVE VAULT PLANS AND SECTIONS29C-17PAVING AND DIMENSION CONTROL PLAN30C-18GRADING PLAN31C-19BACKWASH IMPROVEMENTS PLAN AND PROFILE I32C-20BACKWASH IMPROVEMENTS PLAN AND PROFILE II33C-21BACKWASH IMPROVEMENTS PLAN AND PROFILE III34C-22BACKWASH IMPROVEMENTS 14-IN. DRAIN LINE PLAN AND PROFILE35C-23TREE PROTECTION PLAN36C-24TREE PROTECTION DETAILS37RW-C-1RAW WATER PUMP STATION AREA PLAN38RW-C-2RAW WATER PUMP STATION RAW WATER VALVE VAULT NO. 2 DETAILS39RW-M-1RAW WATER PUMP STATION SECTIONAL PLAN40RW-M-2RAW WATER PUMP STATION ACTUATOR DETAIL41OG-M-1OZONE GENERATION BUILDING FLOOR PLAN - AMBIENT ANALYZER MODIFICATIONS42POC-D-1PREOZONE CONTACTORS GALLERY DEMO PLAN & SECTIONS43POC-D-2PREOZONE CONTACTORS DESTRUCT SYSTEM DEMO PLAN & SECTIONS44POC-D-3PREOZONE CONTACTORS ACTUATOR IMPROVEMENTS PLAN45POC-D-4PREOZONE CONTACTORS ACTUATOR IMPROVEMENTS DETAILS I46POC-D-5PREOZONE CONTACTORS ACTUATOR IMPROVEMENTS DETAILS II47POC-D-6PREOZONE CONTACTORS ACTUATOR IMPROVEMENTS DETAILS III48POC-M-1PREOZONE CONTACTORS GALLERY MODIFICATIONS PLAN & SECTION49POC-M-2PREOZONE CONTACTORS DESTRUCT SYSTEM MODIFICATIONS PLAN & SECTIONS50POC-M-3PREOZONE CONTACTORS ACTUATOR IMPROVEMENTS PLAN51POC-S-1PREOZONE CONTACTORS (POC) PLAN AND SECTIONS 52PDV-M-1PUMPED DIFFUSION VAULT IMPROVEMENTS - PLAN AND SECTIONS53SB-D-1FLOW SPLITTER BOX DEMOLITION PLAN AND SECTION54SB-M-1FLOW SPLITTER BOX PLAN AND SECTION - IMPROVEMENTS55SB-S-1FLOW SPLITTER BOX PLANS AND PHOTOGRAPHS FLOW SPLITTER BOXGENERAL STRUCTURALCIVILRAW WATER PUMP STATIONOZONE GENERATION BUILDINGPREOZONE CONTACTORS (POC)PUMPED DIFFUSION VAULTGENERALSEQ DWG NO. TITLE/SECTIONSEQ DWG NO. TITLE/SECTION56FS-D-1FLOCCULATION/SEDIMENTATION BASIN DEMOLITION PLAN57FS-D-2FLOCCULATION/SEDIMENTATION BASIN DEMOLITION SECTIONS58FS-M-1FLOCCULATION/SEDIMENTATION BASIN PLAN I59FS-M-2FLOCCULATION/SEDIMENTATION BASIN PLAN II60FS-M-3FLOCCULATION/SEDIMENTATION BASIN - SECTION I61FS-M-4FLOCCULATION/SEDIMENTATION BASIN - SECTION II62FS-M-5FLOCCULATION/SEDIMENTATION BASIN - SECTION III63FS-M-6FLOCCULATION/SEDIMENTATION BASIN - ACTUATOR IMPROVEMENTS DETAILS I64FS-M-7FLOCCULATION/SEDIMENTATION BASIN - ACTUATOR IMPROVEMENTS DETAILS II65FS-M-8FLOCCULATION/SEDIMENTATION BASIN - PLUG VALVE IMPROVEMENTS66FS-S-1FLOCCULATION/SEDIMENTATION BASIN TOP PLAN67FS-S-2FLOCCULATION/SEDIMENTATION BASIN PHOTOS68FS-S-3FLOCCULATION/SEDIMENTATION BASIN PHOTOS AND DETAIL69IOC-D-1INTERMEDIATE OZONE CONTACTORS GALLERY DEMO - PLAN AND SECTIONS70IOC-D-2INTERMEDIATE OZONE CONTACTORS DESTRUCT SYSTEM DEMO - PLAN AND SECTIONS71IOC-D-3INTERMEDIATE OZONE CONTACTORS ACTUATOR IMPROVEMENTS - PLAN72IOC-D-4INTERMEDIATE OZONE CONTACTORS ACTUATOR DEMOLITION - DETAIL I73IOC-D-5INTERMEDIATE OZONE CONTACTORS ACTUATOR DEMOLITION DETAILS II74IOC-M-1INTERMEDIATE OZONE CONTACTORS GALLERY MODIFICATIONS PLAN AND SECTIONS75IOC-M-2INTERMEDIATE OZONE CONTACTORS DESTRUCT SYSTEM MODIFICATIONS PLAN AND SECTION76IOC-M-3INTERMEDIATE OZONE CONTACTORS ACTUATOR IMPROVEMENTS PLAN77F-D-1FILTERS DEMOLITION PLAN78F-D-2FILTERS TOP PLAN - DEMOLITION79F-D-3FILTERS PLAN - DEMOLITION80F-D-4FILTERS SECTION - DEMOLITION81F-D-5FILTERS DETAIL I - DEMOLITION82F-D-6FILTERS DETAIL II - DEMOLITION83F-DS-1FILTERS DEMOLITION PLAN84F-M-1FILTERS TOP PLAN85F-M-2FILTERS PLAN86F-M-3GRATING PLAN87F-M-4FILTERS SECTION I88F-M-5FILTERS SECTION II89F-M-6FILTERS SECTION III90F-M-7FILTERS BACKWASH IMPROVEMENTS PLAN91F-M-8FILTERS BACKWASH IMPROVEMENTS SECTION92F-M-9FILTERS INSTRUMENTATION STATION DETAIL93F-S-1FILTERS ACCESS PLATFORM FRAMING PLAN94F-S-2FILTERS ACCESS PLATFORM SECTIONS AND DETAILS95BB-D-1BACKWASH BLOWER BUILDING ACTUATOR DEMOLITION AND REPLACEMENT PLAN96BB-D-2BACKWASH BLOWER BUILDING ACTUATOR DEMOLITION AND REPLACEMENT DETAILS97BB-M-1BACKWASH BLOWER BUILDING ACTUATOR IMPROVEMENTS PLAN98BW-M-1BACKWASH SUPPLY GROUND STORAGE TANK TOP PLAN99BW-M-2BACKWASH SUPPLY GROUND STORAGE TANK BOTTOM PLAN100BW-M-3BACKWASH SUPPLY GROUND STORAGE TANK SECTION101BW-M-4BACKWASH SUPPLY GROUND STORAGE TANK TYPICAL WALL SECTION102BW-M-5BACKWASH SUPPLY GROUND STORAGE TANK ROOF AND WALL PANEL DETAILS103BW-M-6BACKWASH SUPPLY GROUND STORAGE TANK INLET AND OUTLET DETAILS104BW-M-7BACKWASH SUPPLY GROUND STORAGE TANK OVERFLOW AND DRAIN LINE DETAILS105BW-M-8BACKWASH SUPPLY GST APPURTENANCES I106BW-M-9BACKWASH SUPPLY GST APPURTENANCES II107BW-M-10LADDER AND GUARD RAIL DETAILS I108BW-M-11LADDER AND GUARD RAIL DETAILS II109BW-S-1TYPICAL VALVE VAULT PLANS110BW-S-2TYPICAL VALVE VAULT SECTIONS111BW-S-3TYPICAL VALVE VAULT DETAILS112MD-D-1MAIN DRAIN SUMP - DEMOLITION PLAN113MD-M-1MAIN DRAIN SUMP - IMPROVEMENTSMAIN DRAIN SUMPFLOCCULATION/SEDIMENTATION BASINSINTERMEDIATE OZONE CONTACTORS (IOC)FILTERSBACKWASH BLOWER BUILDINGBACKWASH SUPPLY GROUND STORAGE TANK (GST)SEQ DWG NO. TITLE/SECTION114WR-D-1WASHWATER RECLAMATION BASIN PLAN AND DETAIL - DEMOLITION115WR-D-2WASHWATER RECLAMATION BASIN SECTION - DEMOLITION116WR-D-3WASHWATER RETURN TO RAW WATER CONNECTION - ACTUATOR REPLACEMENT DETAIL117WR-D-4WASHWATER RECLAMATION BASIN STRUCTURAL DEMOLITION PLANS118WR-D-5WASHWATER RECLAMATION BASIN DEMOLITION SECTION119WR-M-1WASHWATER RECLAMATION BASIN PLAN - IMPROVEMENTS120WR-M-2WASHWATER RECLAMATION BASIN SECTION - IMPROVEMENTS121WR-S-1WASHWATER RECLAMATION BASIN OVERALL PLAN122WR-S-1WASHWATER RECLAMATION BASIN PLANS123WR-S-2WASHWATER RECLAMATION BASIN SECTIONS124TP-D-1TRANSFER PUMP STATION DEMOLITION PLAN125TP-D-2TRANSFER PUMP STATION ACTUATOR DEMO AND REPLACEMENT DETAILS126TP-M-1TRANSFER PUMP STATION PLAN AND SECTIONS127CS-D-1CHEMICAL CONTAINMENT PIT PLAN - DEMOLITION128CS-D-2CHEMICAL CONTAINMENT PIT PHOTO - DEMOLITION129CS-M-1CHEMICAL CONTAINMENT PIT PLAN130CS-M-2CHEMICAL CONTAINMENT PIT SECTION I131CS-M-3CHEMICAL CONTAINMENT PIT SECTION II132CS-M-4CHEMICAL STORAGE CONTAINMENT PLAN133CS-S-1CHEMICAL STORAGE CONTAINMENT PLAN AND DETAILS134CS-S-2CHEMICAL CONTAINMENT BASIN FOUNDATION PLAN135CS-S-3CHEMICAL CONTAINMENT BASIN PUMP STATION PLANS136CS-S-4CHEMICAL CONTAINMENT BASIN SECTIONS AND DETAILS137CS-S-5CHEMICAL CONTAINMENT BASIN SECTIONS AND DETAILS138PS-S-1GROUND STORAGE TANK - IMPROVEMENTS IMAGES139PSE-S-1HIGH SERVICE PUMP STATION VFD BUILDING FOUNDATION PLAN140PSE-S-2HIGH SERVICE PUMP STATION VFD BUILDING ROOF PLAN141PSE-S-3HIGH SERVICE PUMP STATION VFD BUILDING SECTIONS142PSE-S-4HIGH SERVICE PUMP STATION VFD BUILDING SECTIONS AND DETAILS143PSE-A-1HIGH SERVICE PUMP STATION GENERAL NOTES & SYMBOLS144PSE-A-2HIGH SERVICE PUMP STATION FLOOR, ROOF AND REFLECTED CEILING PLANS145PSE-A-3HIGH SERVICE PUMP STATION EXTERIOR ELEVATIONS146PSE-A-4HIGH SERVICE PUMP STATION BUILDING SECTIONS AND DETAILS147PSE-A-5HIGH SERVICE PUMP STATION DOOR, FRAME AND SCHEDULES148PSE-H-1HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN AND ELEVATION149PSE-H-2HIGH SERVICE PUMP STATION VFD BUILDING HVAC SCHEDULES AND DETAILS150PSE-H-3HIGH SERVICE PUMP STATION VFD BUILDING HVAC ISOMETRIC VIEW151PI-1LEGEND I152PI-2LEGEND II153PI-3EXISTING SCADA SYSTEM ARCHITECTURE154PI-4ASCADA SYSTEM ARCHITECTURE I155PI-4BSCADA SYSTEM ARCHITECTURE II MASTER STATION 1 & 2 LOOPS156PI-5OZONE GENERATOR NO. 1157PI-6OZONE GENERATOR NO. 2158PI-7PRE-OZONE CONTACTOR NO.1159PI-8PRE-OZONE CONTACTOR NO.2160PI-9PRE-OZONE OFF GAS DESTRUCT SYSTEM NO. 1161PI-10PRE-OZONE OFF GAS DESTRUCT SYSTEM NO. 2162PI-11PUMPED DIFFUSION VAULT AND SPLITTER BOX163PI-12FLOCCULATION/SEDIMENTATION BASINS NO. 1 & 2164PI-13INTERMEDIATE OZONE CONTACTOR NO. 1165PI-14INTERMEDIATE OZONE CONTACTOR NO. 2166PI-15INTERMEDIATE OZONE OFF GAS DESTRUCT SYSTEM TRAIN NO. 1167PI-16INTERMEDIATE OZONE OFF GAS DESTRUCT SYSTEM TRAIN NO. 2168PI-17OVERALL FILTER169PI-18FILTER DETAIL170PI-19WASHWATER RECLAMATION BASIN171PI-20TRANSFER PUMP STATION172PI-21CHEMICAL CONTAINMENT PIT173PI-22HIGH SERVICE PUMP STATION174PI-23MAIN DRAIN SUMP175PI-24BACKWASH SUPPLY176PI-25RAW WATER PUMP STATIONPROCESS & INSTRUMENTATIONWASHWATER RECLAMATION BASINTRANSFER PUMP STATIONCHEMICAL STORAGE AREAHIGH SERVICE PUMP STATION AND STORAGE TANKHIGH SERVICE PUMP STATION VFD BUILDING2*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:45 PM Plot By: tmg Filename: N:\WW\Drawings\GN-ALL-INDEX.dwg Last Saved: 10/12/2023 1:40 PM Saved By: tmgFilename: N:\WW\Drawings\GN-ALL-INDEX.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
GN-ALL-INDEX.dwg
GENERAL
INDEX OF DRAWINGS IIG-2K. COPE
MAJ
.
DWS 2023/10/16SEQ DWG NO. TITLE/SECTION177PI-26LOOP DIAGRAMS I178PI-27LOOP DIAGRAMS II179PI-28LOOP DIAGRAMS III180PI-29LOOP DIAGRAMS IV181PI-30LOOP DIAGRAMS V182PI-31LOOP DIAGRAMS VI183PI-32LOOP DIAGRAMS VII184PI-33LOOP DIAGRAMS VIII185E-1LEGEND I186E-2LEGEND II187E-3OVERALL DEMOLITION SITE PLAN188E-4OVERALL SITE PLAN 189E-5SITE PLAN-A190E-6SITE PLAN-B191E-7SITE PLAN-C192E-8SITE PLAN-D193E-9SITE PLAN-E194E-10RAW WATER PUMP STATION BUILDING PLANS195E-11PRE-OZONE CONTACTORS DEMOLITION PLAN196E-12PRE-OZONE CONTACTORS PLAN197E-13CHEMICAL CONTAINMENT PIT PLAN198E-14FLOCCULATION/SEDIMENTATION BASIN DEMOLITION PLAN199E-15FLOCCULATION/SEDIMENTATION BASIN POWER PLAN200E-16FLOCCULATION/SEDIMENTATION BASIN CONTROLS & INSTRUMENTATION PLAN201E-17FLOCCULATION/SEDIMENTATION BASIN LIGHTING & RECEPTACLES PLAN202E-18INTERMEDIATE OZONE CONTACTORS DEMOLITION PLAN203E-19INTERMEDIATE OZONE CONTACTORS PLANS204E-20OZONE GENERATION BUILDING PLAN 205E-21FILTERS TOP DEMOLITION PLAN206E-22FILTERS PIPE GALLERY DEMOLITION PLAN 207E-23FILTERS TOP POWER & LIGHTING PLAN 208E-24FILTERS ENLARGED PLAN I209E-25FILTERS ENLARGED PLAN II210E-26FILTERS ENLARGED PLAN III211E-27FILTERS TOP CONTROLS & INSTRUMENTATION PLAN212E-28FILTERS EAST PIPE GALLERY POWER PLAN 213E-29FILTERS EAST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN 214E-30FILTERS WEST PIPE GALLERY POWER PLAN215E-31FILTERS WEST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN216E-32VALVE VAULT PLANS217E-33FILTERS PIPE GALLERY PICTURES I218E-34FILTERS PIPE GALLERY PICTURES II219E-35BACKWASH ACTUATORS PLAN220E-36TRANSFER PUMP STATION DEMOLITION PLAN221E-37TRANSFER PUMP STATION PLAN222E-38BLOWER BUILDING PLANS223E-39WASHWATER RECLAMATION BASIN DEMOLITION PLAN 224E-40WASHWATER RECLAMATION BASIN POWER PLAN 225E-41WASHWATER RECLAMATION BASIN CONTROLS & INSTRUMENTATION PLAN226E-42MAIN DRAIN SUMP PLAN227E-43HIGH SERVICE PUMP STATION VFD BUILDING POWER PLAN228E-44HIGH SERVICE PUMP STATION VFD BUILDING CONTROLS & INSTRUMENTATION PLAN229E-45HIGH SERVICE PUMP STATION VFD BUILDING LIGHTING & RECEPTACLE PLAN230E-46HIGH SERVICE PUMP STATION VFD BUILDING GROUNDING PLAN231E-47HIGH SERVICE PUMP STATION DEMOLITION PLAN 232E-48HIGH SERVICE PUMP STATION POWER PLAN233E-49HIGH SERVICE PUMP STATION CONTROLS & INSTRUMENTATION PLAN234E-50MAIN ELECTRICAL BUILDING & GENERATORS PLAN 235E-51CHLORINE & AMMONIA STORAGE ELECTRICAL ROOM PLANS236E-52TRANSFER PUMP STATION ELECTRICAL BUILDING DEMOLITION PLAN 237E-53TRANSFER PUMP STATION ELECTRICAL BUILDING POWER PLAN 238E-54TRANSFER PUMP STATION ELECTRICAL BUILDING CONTROLS & INSTRUMENTATION PLAN 239E-55OPERATIONS BUILDING ELECTRICAL ROOM DEMOLITION PLAN240E-56OPERATIONS BUILDING ELECTRICAL ROOM POWER PLAN 241E-57OPERATIONS BUILDING ELECTRICAL ROOM CONTROLS PLAN242E-58DEMOLITION PICTURES I243E-59DEMOLITION PICTURES II244E-60DEMOLITION PICTURES III245E-61DEMOLITION PHOTOS IV246E-62DEMOLITION ONE-LINE DIAGRAM I 247E-63DEMOLITION ONE-LINE DIAGRAM II248E-64DEMOLITION ONE-LINE DIAGRAM IIIELECTRICALPROCESS & INSTRUMENTATION CONTINUEDSEQ DWG NO. TITLE/SECTION249E-65ONE-LINE DIAGRAM I 250E-66ONE-LINE DIAGRAM II251E-67ONE-LINE DIAGRAM III 252E-68HIGH SERVICE PUMP STATION ONE-LINE DIAGRAM IV253E-69HIGH SERVICE PUMP STATION ONE-LINE DIAGRAM V254E-70HIGH SERVICE PUMP STATION VFD BUILDING ONE-LINE DIAGRAM VI255E-71ONE LINE DIAGRAM VII256E-72ONE-LINE DIAGRAM VIII 257E-73INTERCONNECTION DIAGRAMS I258E-74INTERCONNECTION DIAGRAMS II259E-75INTERCONNECTION DIAGRAMS III260E-76INTERCONNECTION DIAGRAMS IV261E-77INTERCONNECTION DIAGRAMS V262E-78INTERCONNECTION DIAGRAMS VI263E-79CONTROL SCHEMATICS I264E-80CONTROL SCHEMATICS II265E-81CONTROL SCHEMATICS III266E-82CONTROL SCHEMATICS IV267E-83CONTROL SCHEMATICS V268E-84CONTROL SCHEMATICS VI269E-85CONTROL SCHEMATICS VII270E-86PLANT ELEVATIONS I271E-87PLANT ELEVATIONS II272E-88PLANT ELEVATIONS III273E-89LIGHT FIXTURE SCHEDULE274E-90PANELBOARD SCHEDULES I275E-91PANELBOARD SCHEDULES II276E-92PANELBOARD SCHEDULES III277E-93PANELBOARD SCHEDULES IV278E-94PANELBOARD SCHEDULES V279E-95PANELBOARD SCHEDULES VI280E-96DUCT BANK DETAILS I281E-97DUCT BANK DETAILS II282E-98DUCT BANK DETAILS III283E-99DUCT BANK DETAILS IV284E-100DUCT BANK DETAILS V285E-101DETAILS I286E-102DETAILS II287E-103DETAILS III288E-104DETAILS IV289E-105DETAILS V290E-106DETAILS VI291E-107DETAILS VII292SD-C-1CIVIL PAVING DETAILS293SD-S-1DETAIL I STRUCTURAL STANDARD DETAILS I294SD-S-2DETAIL II STRUCTURAL STANDARD DETAILS II295SD-S-3DETAIL III STRUCTURAL STANDARD DETAILS III296SD-S-4DETAIL IV STRUCTURAL STANDARD DETAILS IV297SD-S-5DETAIL V STRUCTURAL STANDARD DETAILS V298SD-S-6DETAIL VI STRUCTURAL STANDARD DETAILS VI299SD-S-7DETAIL VII STRUCTURAL STANDARD DETAILS VII300SD-S-8DETAIL VIII STRUCTURAL STANDARD DETAILS VIII301SD-S-9STRUCTURAL STANDARD DETAILS IX302SD-S-10STRUCTURAL STANDARD DETAILS X303SD-1MECHANICAL DETAILS 304SD-2MECHANICAL DETAILS 305SD-3MECHANICAL DETAILS 306SD-4MECHANICAL DETAILS 307SD-5MECHANICAL DETAILS 308SD-6MECHANICAL DETAILS 309SD-7MECHANICAL DETAILS 310SD-8MECHANICAL DETAILS 311SD-9MECHANICAL DETAILS 312SD-10MECHANICAL DETAILS 313SD-11MECHANICAL DETAILS 314SD-12MECHANICAL DETAILS 315SD-13MECHANICAL DETAILS 316SD-14MECHANICAL DETAILS 317SD-15MECHANICAL DETAILS 318SD-16MECHANICAL DETAILS 319SD-17SECONDARY CONTAINMENT COATING DETAILS320SD-18PIPE TRENCH DETAILS321SD-19BUTTERFLY VALVE DETAILS322SD-20PROJECT DESIGNATION SIGN DETAILELECTRICAL CONTINUEDSTANDARD DETAILSSEQ DWG NO. TITLE/SECTION323-342CITY OF DENTON STANDARD DETAILSAPPENDIX3*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 4:32 PM Plot By: maj Filename: N:\WW\Drawings\GN-ALL-NOTES.dwg Last Saved: 10/10/2022 4:16 PM Saved By: majFilename: N:\WW\Drawings\GN-ALL-NOTES.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
GN-ALL-NOTES.dwg
GENERAL
GENERAL NOTESG-3KEC
MAJ
.
DWS 1.THE FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESECONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACHSHEET.2.EXISTING STRUCTURES, UTILITIES, AND PIPING ARE SHOWN FROM AVAILABLERECORDS AT THE TIME THIS PLAN SET WAS DEVELOPED. IT IS THE CONTRACTOR'SRESPONSIBILITY TO DETERMINE AND VERIFY THE LOCATION, DEPTH, AND TYPEOF ALL EXISTING STRUCTURES, UTILITIES, AND PIPING WITHIN THECONSTRUCTION AREA BEFORE THE BEGINNING OF CONSTRUCTION. THECONTRACTOR MUST RESTORE ANY DAMAGE TO THE EXISTING STRUCTURES,UTILITIES, OR PIPING THAT IS NOT RELATED TO THE NEW CONSTRUCTION AT NOADDITIONAL COST TO THE OWNER.3.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIAL PROCEDURES” FORCONSTRUCTION SEQUENCING AND SPECIAL REQUIREMENTS.4.THE CONTRACTOR MUST TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANYOVERHEAD ELECTRIC LINES. CONTRACTOR MUST ABIDE BY THE NATIONALELECTRIC CODE (NEC) AND ANY REQUIRED BY OWNER OF ELECTRIC LINES.5.PROVIDE, INSTALL, MAINTAIN, AND REMOVE ALL SHEETING/SHORING REQUIREDTO PROTECT ALL EXISTING STRUCTURES, PIPES, UTILITIES, AND FACILITIES IN THECONSTRUCTION AREA.6.WHERE EXISTING PIPING, VALVES, EQUIPMENT, ETC. ARE NOTED FOR REUSE,ALLOW OWNER TO EXAMINE ITEMS BEFORE RE-INSTALLING.7.ON STRUCTURES SHOWN TO BE DEMOLISHED, SALVAGE ITEMS FOR OWNER ASINDICATED ON THE PLANS AND/OR SPECIFICATIONS. REMOVE AND DISPOSE OFALL OTHER MATERIALS, PIPE, AND COMPONENTS WITHIN THE STRUCTURE,INCLUDING THE CONCRETE STRUCTURE AND ANY CONCRETE BACKFILLASSOCIATED WITH THE STRUCTURE. ALL COMPONENTS MAY NOT BE SHOWN.FILL EXCAVATION WITH COMPACTED EARTH TO MATCH SURROUNDING GRADEAND MAINTAIN THE EXISTING DRAINAGE PATTERN.8.ALL DEMOLISHED STRUCTURES, PIPING, VALVE, EQUIPMENT, ANDNON-SALVAGED ITEMS AS WELL AS EXCESS EXCAVATED SOILS, MUST BEREMOVED AND DISPOSED AS SOON AS POSSIBLE PER FEDERAL, STATE, ANDLOCAL LAWS, REGULATIONS, AND OTHER ORDINANCES AT NO ADDITIONAL COSTTO THE OWNER.9.CONTRACTOR MUST COMPLETELY REMOVE AND PROPERLY DISPOSE OF ALLSTRUCTURES DESIGNATED FOR DEMOLITION, AS SOON AS POSSIBLE.10.BEFORE BEGINNING CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIESOR CONFLICTS FOUND IN THE DRAWINGS AND/OR FIELD DIMENSIONS.11.CONTRACTOR MUST VERIFY LOCATION OF ALL ARCHITECTURAL, PROCESS,MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL STEELOR CONCRETE. THE CONTRACTOR MUST VERIFY STRUCTURAL DIMENSIONS ANDOPENINGS CONTROLLED BY ARCHITECTURAL, PROCESS, MECHANICAL, ORELECTRICAL EQUIPMENT BEFORE CONSTRUCTION.12.STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETEDSTRUCTURES. DURING CONSTRUCTION, STRUCTURES MUST BE PROTECTED BYBRACING, OR WHATEVER MEANS REQUIRED WHEREVER EXCESSIVECONSTRUCTION LOADS OCCUR.13.PROCESS, MECHANICAL, AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURALDRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS MUST BE PROVIDEDBEFORE CASTING CONCRETE.14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONSINCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION ANDUTILITIES. CONTRACTOR MUST NOTIFY THE ENGINEER IF THERE IS A CONFLICTBETWEEN THE CONTRACTOR DOCUMENTS AND EXISTING CONSTRUCTIONBEFORE PROCEEDING WITH WORK.15.THE CONTRACTOR MUST CONTACT THE PROPERTY UTILITY REPRESENTATIVE FORQUESTIONS AND/OR COORDINATION OF ANY EXISTING UTILITIES: COSERV (940) 321-780016.ALL EXPOSED MANUALLY OPERATED VALVES MUST HAVE A SIDE CRANK. VALVESLOCATED FIVE FEET ABOVE WALK (FINISHED FLOOR) AREA MUST HAVE CHAINOPERATORS.17.ALL NEW STRUT SYSTEMS, ANCHORS, SUPPORT SYSTEMS, AND FASTENINGHARDWARE MUST BE STAINLESS STEEL, TYPE 316.18.EXISTING CONTOURS IN PLANS ARE SHOWN FOR TERRAIN RELIEF ONLY. THECONTRACTOR MUST VERIFY ALL ELEVATIONS. UPON COMPLETION OFCONSTRUCTION, FINISHED GRADES WILL BE BROUGHT BACK TOPRE-CONSTRUCTION CONDITIONS UNLESS NOTED OTHERWISE.19.EXCAVATION ADJACENT TO OR CROSSING EXISTING UTILITIES THAT ARE TOREMAIN MUST BE PERFORMED BY HAND AND IN SUCH A MANNER AS TO AVOIDDAMAGE TO EXISTING UTILITIES.20.ALL DEMOLISHED PIPING AND APPURTENANCES, CONDUITS, ELECTRICAL WIRING, ANDEQUIPMENT ARE SUBJECT TO SALVAGE BY THE OWNER. THE OWNER WILL DECIDE IFTHESE ITEMS MUST BE DISPOSED OF BY THE CONTRACTOR. ALL DISPOSED OF EQUIPMENTWILL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR PER FEDERAL,STATE, AND LOCAL LAWS, REGULATIONS, AND OTHER ORDINANCES AT NO ADDITIONALCOST TO THE OWNER.21.IN PLACE OF THE CONTRACTOR PROVIDING SUPPORT FOR EXISTING UTILITIES, THECONTRACTOR MAY TEMPORARILY RELOCATE THEM AWAY FROM THE WORK AREA ANDTHEN RE-INSTALL OR DEMOLISH THEM AS REQUIRED ONCE THE NEW PIPING ANDFACILITIES CONSTRUCTION IS COMPLETE AND PLACED IN SERVICE. CONTRACTOR MUSTSUBMIT A PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL OF ANY PROPOSEDTEMPORARY UTILITY RELOCATIONS AND MUST BE ACCOMPLISHED AT NO ADDITIONALCOST TO THE OWNER. SHUTDOWNS ASSOCIATED WITH THIS WORK MUST ADHERE TOTHE SPECIFIED MAXIMUM ALLOWABLE DURATIONS AS OUTLINED IN SPECIFICATIONSECTION 01 35 00 “SPECIAL PROCEDURES.”22.METHODS OF PROVIDING FOR TRENCH SAFETY:22.1.PROTECTIVE SYSTEMS MUST BE AS DEFINED AND DESCRIBED IN OSHA REGULATIONS,CODE OF FEDERAL REGULATIONS TITLE 29 (LABOR), CHAPTER XVII (OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION, DEPARTMENT OF LABOR), PART 1926(SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION), SUBPART P(EXCAVATIONS), §1926.652 (REQUIREMENTS FOR PROTECTIVE SYSTEMS).22.2.IT IS THE DUTY, RESPONSIBILITY, AND PREROGATIVE OF THE CONTRACTOR TODETERMINE THE SPECIFIC APPLICABILITY OF ANY PROPOSED TRENCH SAFETY SYSTEMFOR EACH FIELD CONDITION ENCOUNTERED ON THE PROJECT. CONTRACTORSPECIFICALLY HOLDS THE OWNER, ENGINEER, AND ANY OTHER OF THE DESIGNATEDREPRESENTATIVES HARMLESS IN ANY ACTIONS RESULTING FROM THE FAILURE ORINADEQUACY OF THE TRENCH SAFETY SYSTEM USED TO COMPLETE THE PROJECT.22.3.UNLESS NOTED OTHERWISE ON THE DRAWINGS OR EXCLUDED WITHIN THIS NOTE,SLOPING/BENCHING, TRENCH SHIELDING WITH TRENCH BOXES, AND/ORSHEETING/SHORING/BRACING PROTECTIVE SYSTEMS MAY BE USED ON THIS PROJECT.22.4.RESTRICTIONS ON THE USE OF THE VARIOUS PROTECTIVE FOR THIS PROJECT ARE ASFOLLOWS:22.4.1. SLOPING OR BENCHING WHERE SPACE PERMITS22.4.2. TRENCH SHIELDS/BOXES LIMIT OF TWO STACKED ON ONE ANOTHER22.4.3. SHEETING/SHORING/BRACING NO RESTRICTIONS23.FOR ALL STRUCTURES NOT ADJACENT TO ROADS OR SIDEWALKS, THE CONTRACTOR MUSTPROVIDE A MOW STRIP PER STANDARD DETAIL 545, TYPE A, WHETHER OR NOT SHOWNON THE PLANS.24.PAINT ALL NEW EQUIPMENT, EXPOSED PIPING, FITTINGS, VALVES, AND SUPPORTS EXCEPTSTAINLESS STEEL, ALUMINUM (EXCEPT WHEN IN CONTACT WITH CONCRETE), ANDFIBERGLASS PER SPECIFICATION SECTION 09 96 00.01 “HIGH-PERFORMANCE COATINGS”.THE OWNER WILL SELECT COLORS. ALUMINUM IN CONTACT WITH OR EMBEDDED INCONCRETE MUST BE COATED PER THE SPECIFICATIONS.25.CONTRACTOR MUST PROTECT EXISTING STRUCTURES, STREETS, DRIVEWAYS, FENCING,LANDSCAPING, PIPING, EQUIPMENT, AND ELECTRICAL DUCTBANKS THAT ARE TO REMAIN.CONTRACTOR MUST REPAIR OR REPLACE ANY AND ALL ITEMS DAMAGED DURINGCONSTRUCTION AND/OR DEMOLITION TO THE SATISFACTION OF THE OWNER AT NOADDITIONAL COST TO THE OWNER. CONTRACTOR MUST TOUCH-UP ITEMS THAT AREAFFECTED DURING CONSTRUCTION AND/OR DEMOLITION. ALL AREAS IMPACTED BYCONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO GRASS AREAS, SIDEWALKS,ROADS, STRUCTURES, PIPING, ETC., MUST BE RETURNED TO A CONDITION EQUAL TO ORBETTER THAN EXISTING, AS DETERMINED BY THE OWNER.26.CONTRACTOR MUST NOT OPERATE ANY EXISTING VALVES DURING CONSTRUCTION. ANYEXISTING VALVE OPERATIONS MUST BE COORDINATED WITH AND PERFORMED BY THEOWNER.27.ALL NEW EXPOSED PIPING, EXPOSED AND BELOW GRADE VALVES, GATES, ANDEQUIPMENT MUST BE IDENTIFIED AND TAGGED OR LABELED PER SPECIFICATION SECTION40 05 53 “IDENTIFICATION FOR PROCESS PIPING AND EQUIPMENT.”28.PROVIDE 1-INCH (± ¼ INCH) NON-SHRINK CEMENTITIOUS GROUT UNDER ALL FLOORMOUNTED PIPE AND/OR CONDUIT SUPPORTS.PIPING NOTES:1.BEFORE FABRICATION OF NEW PIPING AND EXCAVATION FOR NEW STRUCTURES,ELECTRICAL CONDUIT, NEW PIPING, AND/OR OTHER PROPOSED UTILITIES, CONTRACTORIS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES INTHE CONSTRUCTION AREA. AT TIE-IN LOCATION CONNECTION LOCATIONS, VERIFYEXISTING CONDITIONS, ELEVATIONS, LOCATIONS, AND CONNECTION TYPES BEFOREFABRICATION OF NEW PIPING. THE CONTRACTOR MUST INCLUDE IN THE BID COST FORTEMPORARILY RELOCATING EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION OFPROPOSED ITEMS AND RE-INSTALLING SAID UTILITIES.2.ALL PIPELINES WITH A DIAMETER OF 12” AND LARGER MUST HAVE A MINIMUMCOVER OF 36”. PIPELINES WITH A DIAMETER SMALLER THAN 12” MUST HAVE AMINIMUM COVER OF 30”, UNLESS NOTED OTHERWISE.3.CONTRACTOR MUST MAKE CONNECTIONS TO EXISTING PIPING, STRUCTURES,ETC. AS REQUIRED AND MUST PROVIDE ALL FITTINGS, ADAPTERS, ANDAPPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALLSUPPORTS REQUIRED FOR A RIGID INSTALLATION AND TO HAVE A COMPLETEAND WORKING SYSTEM.4.MECHANICAL THRUST RESTRAINTS ARE REQUIRED AT ALL VALVES AND FITTINGS,INCLUDING BENDS, TEES, WYES, REDUCERS, AND ENDS. CONCRETE BLOCKINGWILL NOT BE ALLOWED FOR THRUST RESTRAINED, EXCEPT IN LOCATIONSSPECIFICALLY SHOWN ON THE PLANS. LENGTH OF PIPE (ASSUMING STANDARDJOINTS OF PIPE) TO BE RESTRAINED UPSTREAM AND DOWNSTREAM OF VALVESAND FITTINGS MUST BE CALCULATED AND SUBMITTED BY THE CONTRACTOR PERTHE SPECIFICATIONS.5.PIPING MAY BE FIELD ADJUSTED TO MATCHING PLAN AND PROFILES BY PULLINGJOINTS. THE ANGLE OF DEFLECTION PER JOINT MUST NOT EXCEED 75-PERCENTOF MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION FOR PIPE JOINTS.6.COAT BURIED FITTINGS, VALVES, BOLTS, NUTS, WASHERS, GASKETS, ANDAPPURTENANCES WITH AN EPOXY OR BITUMASTIC COATING. WRAP VALVES, D.I.PIPE, BLIND FLANGES, AND PLUGS IN POLYETHYLENE ENCASEMENT. REFER TOSPECIFICATION DIVISION 09 “FINISHES”, DIVISION 33 “UTILITIES”, AND DIVISION40 “PROCESS INTEGRATION” FOR ADDITIONAL REQUIREMENTS.7.PIPING DESIGNATED TO BE DEMOLISHED MAY BE COMPLETELY REMOVED ORMAY BE CUT AND ALL OPEN ENDS PLUGGED OR CAPPED UNLESS NOTEDOTHERWISE. PIPES ABANDONED IN PLACE MUST BE CAPPED WITH EITHERCONCRETE, BLIND FLANGE, OR MECHANICAL JOINT PLUG. ABANDONED PIPINGUNDER NEW ROADS AND STRUCTURES MUST BE COMPLETELY REMOVED.BACKFILL TRENCH WITH LEAN CONCRETE OR STRUCTURAL EARTH FILL ANDCOMPACTED PER THE SPECIFICATIONS. PIPING TO BE ABANDONED IN PLACEMUST BE EMPTIED OF ALL CONTENTS. ALL TEMPORARY PIPING, FITTINGS, ANDSUPPORTS MUST BE REMOVED COMPLETELY BEFORE FINAL COMPLETION.8.ALL ABOVE GRADE PIPING, VALVES, AND ACCESSORIES, 12-INCH DIAMETER ANDSMALLER SHALL BE INSULATED PER SPECIFICATION SECTION 33 01 02 "PIPINGSPECIALTIES". ALL ABOVE-GRADE PIPING 10-INCH DIAMETER AND SMALLERMUST BE INSULATED AND HEAT TRACED PER SPECIFICATION SECTION 33 01 02“PIPING SPECIALTIES” AND SECTION 26 05 50 “ELECTRICAL EQUIPMENT.”9.CONTRACTOR MUST VERIFY THAT PIPING SHOWN TO BE ABANDONED OR ASABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE MUST BEMAINTAINED UNTIL THE OWNER NO LONGER REQUIRES THE LINE.10.EXISTING PIPES ABANDONED IN PLACE OR TO BE REMOVED MAY NOT BE SHOWN.WHERE PIPING TO BE ABANDONED MUST REMAIN IN SERVICE UNTILCOMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH THE NEWPIPING, TEMPORARILY RELOCATE THE PIPING TO MAINTAIN SERVICE.CONTRACTOR MUST PROVIDE ALL NECESSARY PIPING, FITTINGS, ANDAPPURTENANCES FOR THE TEMPORARY RELOCATION.11.CONTRACTOR MUST RE-ROUTE THE EXISTING PIPING IF REQUIRED TO AVOID ANYPROPOSED STRUCTURES. THE EXISTING PIPE MUST REMAIN IN SERVICE UNTILTHE NEW PIPING AND FACILITIES ARE READY TO BE PLACED INTO SERVICE.DOWNTIME WILL BE COORDINATED WITH THE OWNER UNLESS OTHERWISENOTED IN THE CONTRACT DOCUMENTS OR SHOWN OTHERWISE. ALL REMAININGPIPING, WHETHER IN SERVICE OR ABANDONED, MUST BE NOTED ON THERECORD DRAWINGS.12.PROTECT MECHANICAL JOINT (M.J.) HARDWARE FROM BEING CONCRETEENCASED OR COVERED WITH CONCRETE ENCASEMENT DURING INSTALLATION.13.ALL PENETRATIONS (EXISTING AND PROPOSED) OF THE WALLS MUST BE SEALEDPER TYPICAL/STANDARD DETAILS OR AS DIRECTED BY THE ENGINEER.14.AT LOCATIONS WHERE NEW PIPING, FITTINGS, AND/OR STRUCTURES AREADJACENT TO EXISTING PIPES, FITTINGS, AND/OR STRUCTURES, EXISTINGTHRUST BLOCKING MUST BE REMOVED AND REPLACED WITH MECHANICALRESTRAINT.15.AT CONTRACTOR'S OPTION C900 CLASS 235 DR 18 PVC PIPE MAY BE USEDINSTEAD OF DUCTILE IRON PIPE FOR PROCESSING PIPING IN BURIED LOCATIONS.EXPOSED PIPING AND PIPING UNDER STRUCTURES MUST BE DUCTILE IRON OR ASDESIGNATED.16.ABOVE-GRADE PROCESS PIPING MUST BE FLANGED PIPE. BURIED PIPING MUSTBE MECHANICAL JOINT, PUSH-ON GASKETED, OR AS SHOWN.17.ALL PIPE WALL PENETRATIONS MUST TYPICALLY BE A DETAIL 342; TYPE D OR FUNLESS NOTED OTHERWISE ON THE DRAWINGS.18.ALL PIPING MUST HAVE A FLEXIBLE COUPLING/DRESSER COUPLING ATLOCATIONS WHERE IT LEAVES A STRUCTURE AND/OR ENTERS THE GROUND,WHETHER OR NOT SHOWN ON THE DRAWINGS.19.ANY EXISTING PIPING THAT IS AFFECTED BY NEW CONSTRUCTION OR NEW PIPINGINSTALLATION, UNLESS DEMOLISHED AND REMOVED, MUST BE RETURNED TOORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER.PIPING REPAIR MUST INCLUDE CONSIDERATION FOR BACKFILL, ENCASEMENT,SUPPORTS, RESTRAINTS, FITTINGS, VALVES, HEAT TRACINGS, INSULATION, ANDANY TYPICAL OR SPECIAL COATINGS THAT ARE APPLIED TO THE INTERIORAND/OR EXTERIOR OF THE PIPING AND ITS APPURTENANCES.20.PLANS SHOW ELEVATIONS AT SELECTED POINTS ON THE YARD PIPING.CONTRACTOR MUST MAKE EVERY ATTEMPT TO MAINTAIN A CONSTANT SLOPEBETWEEN THE ELEVATION POINTS SHOWN. REVERSE SLOPES BETWEEN POINTSWILL NOT BE ALLOWED WITHOUT OBTAINING WRITTEN APPROVAL FROM THEENGINEER.21.THE CONTRACTOR MUST UTILIZE IPS WELD-ON 724, OR ENGINEER APPROVEDEQUIVALENT, FOR ALL PVC AND CPVC PIPING JOINED BY SOLVENT CEMENT.SURVEY NOTES:1.THE TOPOGRAPHIC SURVEY WAS PREPARED BY SPOONER & ASSOCIATES INC. INMARCH 2022.2.BEARINGS, DISTANCES, AND COORDINATES PROVIDED ARE REFERENCED TO THETEXAS COORDINATE SYSTEM OF 1983, TEXAS NORTH CENTRAL ZONE 4202, ANDARE BASED ON THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT.COORDINATES SHOWN ARE SCALED TO SURFACE DISTANCES AT N:7177926.03AND E:2411345.79 USING A COMBINED SCALE FACTOR OF 1.0001372411. ALLAREAS SHOWN HEREON ARE CALCULATED BASED ON SURFACE MEASUREMENTS.3.ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICANVERTICAL DATUM OF 1998 (NAVD88) AND WERE CALCULATED BY APPLYINGVERTICAL SHIFTS DERIVED FROM GEOID MODEL 2018 TO ELLIPSOID HEIGHTSCALCULATED FROM GPS/ GNSS OBSERVATIONS REFERENCED TO THE NORTHAMERICAN DATUM OF 1983, 2011 ADJUSTMENT.4.WHERE PLANT COORDINATES ARE USED, THEY ARE BASED ON THE LAKE RAYROBERTS 20 MGD WATER TREATMENT PLANT RECORD DRAWINGS (FEBRUARY2001).5.THE CONTRACT MUST FIELD VERIFY LOCATIONS (HORIZONTAL AND VERTICAL)BEFORE PROCEEDING WITH WORK.GEOTECHNICAL AND SUBSURFACE INVESTIGATION NOTES:1.A LIMITED SUBSURFACE INVESTIGATION WAS PERFORMED BY FREESE ANDNICHOLS, INC. IN JUNE 2022. A GEOTECHNICAL MEMORANDUM FROM THEINVESTIGATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY.2.MULTIPLE SUBSURFACE INVESTIGATIONS WERE CONDUCTED AS PART OF THELAKE RAY ROBERTS 20 MGD WATER TREATMENT PLANT (FEBRUARY 2001)PROJECT. THE FOLLOWING GEOTECHNICAL REPORTS ARE PROVIDED FORINFORMATIONAL PURPOSES ONLY: 2.1 LAKE RAY ROBERTS WATER TREATMENT PLANT ADDITIONAL WATER INFORMATION FOR GEOTECHNICAL INVESTIGATION REPORT, MARCH 2001 BYFREESE AND NICHOLS, INC. 2.2 LAKE RAY ROBERTS WATER TREATMENT PLANT ADDITIONAL SUPPLEMENTARYGEOTECHNICAL INVESTIGATION REPORT, FEBRUARY 2001 BY FREESE ANDNICHOLS, INC. 2.3 LAKE RAY ROBERTS WATER TREATMENT PLANT GEOTECHNICALINVESTIGATION REPORT, JANUARY 2001 BY FREESE AND NICHOLS, INC. 2.4 LAKE RAY ROBERTS WATER TREATMENT PLANT ADDENDUM TO PSI REPORTNO. 342-05026, MARCH 1991 BY PROFESSIONAL SERVICE INDUSTRIES, INC. 2.5 LAKE RAY ROBERTS WATER TREATMENT PLANT PSI REPORT NO. 342-05026,AUGUST 1990 BY PROFESSIONAL SERVICE INDUSTRIES, INC.3.SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINEDFROM THE LAKE RAY ROBERTS WATER TREATMENT PLANT RECORD DRAWING(FEBRUARY 2001). ADDITIONAL SUBSURFACE UTILITY ENGINEERING (SUE)BEYOND SUE QUALITY LEVEL D IS NOT AVAILABLE. THE ACCURACY OF THISINFORMATION IS NOT GUARANTEED, AND IT IS NOT TO BE CONSTRUED AS PARTOF THE PLANS COVERING CONSTRUCTION OF THE PROJECT. IT IS THE BIDDER'SAND CONTRACTOR'S RESPONSIBILITY TO INQUIRE IF ADDITIONAL INFORMATIONIS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW INFORMATION BEFOREBIDDING, AND TO MAKE THEIR DETERMINATION AS TO ALL SUBSURFACECONDITIONS.EQUIPMENT NOTES:1.UNLOADING AND STORAGE OF PIPING, FITTINGS, VALVES, EQUIPMENT,INCIDENTALS, AND VARIOUS APPURTENANCES INCLUDED IN THE PROJECT MUSTBE THE RESPONSIBILITY OF THE CONTRACTOR WHO MUST INSPECT ALLMATERIALS FOR APPARENT DAMAGE. ITEMS WHICH ARE FOUND TO HAVEDAMAGED COMPONENT(S) WILL NOT BE ACCEPTED UNTIL THE DAMAGEDCOMPONENT(S) ARE PROPERLY REPAIRED OR REPLACED BY THE VENDOR. ALLMAJOR EQUIPMENT INCLUDING, BUT NOT LIMITED TO ELECTRICAL GEAR ANDPANELS, VARIABLE FREQUENCY DRIVES (VFD), MOTORS, VALVE ACTUATORS(ELECTRIC AND PNEUMATIC) MUST BE STORED INDOORS. WHEN THISEQUIPMENT IS STORED INDOORS, IT MUST NEVER BE IN DIRECT SUNLIGHT, ANDTHE TEMPERATURE MUST BE MAINTAINED AT A LEVEL SATISFACTORY TO THEVENDOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE INDOORSTORAGE FACILITY OR ENCLOSURE.2.PROVIDE EQUIPMENT PADS PER THE STANDARD/TYPICAL DETAILS FOR ALLPROCESS, MECHANICAL, AND ELECTRICAL EQUIPMENT SHOWN ON THEDRAWINGS. NOT ALL EQUIPMENT PADS MAY BE SPECIFICALLY IDENTIFIED ONTHE DRAWINGS.3.EQUIPMENT MUST BE INSTALLED AS SHOWN ON THE DRAWINGS AND PER THEMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.GENERAL NOTES2022-10-214
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DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 4:32 PM Plot By: maj Filename: N:\WW\Drawings\GN-ALL-SYMB.dwg Last Saved: 10/10/2022 4:22 PM Saved By: majFilename: N:\WW\Drawings\GN-ALL-SYMB.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
GN-ALL-SYMB.dwg
GENERAL
STANDARD SYMBOLSG-4POLYETHYLENE PIPESTAINLESS STEEL PIPEPVC PIPEDUCTILE IRON PIPECAST IRON PIPEREINFORCED CONCRETE PIPE BLACK STEEL PIPEPIPING MATERIAL INDEXDESCRIPTIONSTEEL PIPENOMINAL LINE SIZE IN INCHESPIPE MATERIALPROCESS FLOW STREAMEXPLANATION OF PIPE DESIGNATIONPROCESS FLOW STREAM - INDEXPRODUCT - SERVICERCCODECIPESSSPVCDIBSPROCESSCODEMMPROGRESSING CAVITY PUMPMETERING PUMPEXPANSION CHAMBER ASSEMBLYMMMORPULSATION DAMPER ASSEMBLYPRESSURE GAUGEFLOATSTHERMOMETERMAGNETIC FLOW METERMOTOR OPERATED VALVEMOTOR-ARROW DENOTES VARIABLESPEEDMOTORMMIXERFITTELESCOPING VALVEUTILITY STATIONVENTURI FLOWMETERSONICSCREENPRIMARY ELEMENTEJECTORVENTDIRECTION OF FLOWEXPANSION JOINTGAS FILTEREXPANSION JOINTCHECKERED PLATEGRATING SPANOPENING OR DEPRESSION IN SLAB ORWALLSAND OR GROUT - SECTIONCONCRETE - SECTION CENTRIFUGAL PUMPCENTRIFUGAL PUMPVARIABLE SPEEDCONSTANT SPEEDTEMPERATURE INDICATORPRESSURE DIFFERENTIAL INDICATORCALIBRATION CHAMBERCHEMICAL FEED POINTHOISTING HOOKUTILITY STATION FIRE EXTINGUISHERVERTICAL TURBINE PUMPAIR RELEASE VALVEGLOBE VALVESSELF ACTUATINGSOLENOID OPERATED VALVESPRING LOADED RELIEF VALVE PRESSURE REGULATING VALVEBACK PRESSURE/ANTI SIPHONVALVESOLBACK PRESSURE VALVEPRESSURE RELIEF VALVEBLOWERBUTTERFLY VALVENEEDLE VALVETHREE-WAY VALVEPINCH VALVECHECK VALVEPLUG VALVEBALL VALVEHOSE PUMPCHOPPER PUMPSSKSOLENOID OPERATED PUMPSGATE VALVESLIDE GATEKNIFE GATECONTROL VALVEDDRAINFCENTERLINEHBHOSE BIBBPSRESTRAINED EXPANSION JOINTFLEXIBLE COUPLINGPIPE COUPLINGSTRAINERPRESSURE SWITCH#TYPEMHWSEC.O.LIGHTING STANDARDWATER STOPFLOW ARROWMANHOLEWATER SURFACE ELEVATION FIRE HYDRANTCLEAN OUTSLOPE (3 HORIZ. TO 1 VERT.)OVERHEAD ELECTRICAL LINEELECTRICAL POWEROHEE GGASEXISTING GRADE CONTOURFINISH GRADE CONTOUR2403:1240FENCEHANDRAILBREAK LINEORORBLIND FLANGE, CAP, OR PLUGREDUCER OR INCREASERUNIONQUICK CONNECTORY-STRAINERHOSE BIBOR ABANDONED IN PLACEITEMS TO BE DEMOLISHEDNEW EQUIPMENT, PIPING, ORSTRUCTURESFUTURE EQUIPMENT, PIPING, ORSTRUCTURESEXISTING EQUIPMENT, PIPING, ORSTRUCTURESORORSTANDARD DRAFTING SYMBOLSDETAIL DESIGNATIONDIRECTION OF SECTION CUTSECTION NUMBERSCHEDULE DOOR TYPENUMERICAL IDENTIFICATIONMCC102ROOM IDENTIFICATIONROOM NUMBERXXXXCIRCLED AREA OF DETAIL (ENLARGED PLAN)SHEET NUMBER WHERE DRAWNSHEET NUMBER WHERE DRAWN342TYPE B352-or(Detail Located in StandardDetail Dwgs- See Index)STANDARD DETAILNUMBER- Example1XXXXXXXMSUBMERSIBLECENTRIFUGAL PUMPFLOW SWITCHMUD VALVEBRASS PIPEBRCOPPER TUBINGCUDUCTILE IRON SOIL PIPEDISDRAIN TAILDTFIBER REINFORCED PLASTICFRPGLASS LINED PIPEGLPLASTIC LINED PIPEPLSCORRUGATED PERFORATED PIPEPSPVDF PIPEPVDFREINFORCED CONCRETE STEEL CYLINDER PIPERCCRUBBER LINED STEEL PIPERSCHROME IRON ALLOY PIPESHSTAINLESS STEEL TUBINGSSTVITRIFIED CLAY PIPEVCACIDACDAIR DUCTADAIR, HIGH PRESSURE PROCESSAHPAIR, INSTRUMENTAIAIR, LOW PRESSURE PROCESSALPACID SOLUTIONASAMMONIUM SCRUBBER DUCTASDSODA ASHASHBLOW DOWNBDBACKWASH AIRBWABACKWASH SUPPLYBWSBYPASSBYPBACKWASH VENTBVTBACKWASH WASTEBWWCAUSTICCCHLORINE GAS (PRESSURE)CCCHLORINE SOLUTIONCLSCHLORINE GAS (VACUUM)CLVCHLORINE LIQUIDCLCONDENSATE DRAIN OR CLEANOUTCOCHLORINE SCRUBBER DUCTCSDCOOLING WATER RETURNCWRCOOLING WATER SUPPLYCWSDRAIN (PROCESS)DDRAIN (PUMPED)DPDEIONIZED WATERDIWDISTILLED WATERDWDECANTDEFILTER EFFLUENTFEFILTER INFLUENTFIFUEL OIL RETURNFORFUEL OIL SUPPLYFOSFERRIC SULFATE SOLUTIONFSFILL LINEFLFINISHED WATERFWFILTER RECYCLEFRNATURAL GASGGASEOUS OXYGENGOXHYDROGEN GASHHIGH PRESSURE RETURN (CONDENSATE)HPRHIGH PRESSURE STREAMHPSHEAVY SOLIDSHSHEATING WATER SUPPLYHWRHYDROFLUOROSILICIC ACID SOLUTIONHFSLIQUID OXYGENLOXLOX MAKELOX 1LOX PRODUCTLOX 2LOX ADDITIONLOX 3LOX TRANSFERLOX 4LOX WITHDRAWALLOX 5LOX PRESSURE BUILDLOX 6LOW PRESSURE RETURN (CONSENSATE) LPRLOW PRESSURE STEAMLPSMEDIUM PRESSURE RETURN (CONDENSATE)MPRMEDIUM PRESSURE STEAMMPSMIXED WATERMWAMMONIANH3NITROGEN GASN2OVERFLOWOFOFF GASOFGOZONATED GASOZGPROPANE GASPPOLYMER - ANIONICPEAPOLYMER - CATIONICPECPOTASSIUM PERMANGANATE SOLUTIONPPRECYCLERCYRECIRCULATED HOT WATERRHWRECIRCULATED RSDRAW WATERRWSANITARY SEWER (GRAVITY)SSAMPLESASETTLED EFFLUENTSESETTLED WATERSWSUPPLEMENTAL BACKWASHSBWSLUDGESLPRODUCT - SERVICEPROCESSCODEPROCESS FLOW STREAM - INDEX (CONTINUED)SUMP PUMP DISCHARGESPDSUPERNATANTSUPUNDERDRAINUDVENTVVACUUMVACNO. 1 (POTABLE) WATERW1NO. 2 (NON-POTABLE, CHLORINATED)W2WATERWRWASTE WASHWATERWWWASHWATER RECYCLEGALVANIZED STEEL PIPEGSROTAMETER ROTAMETER WITHFLOW LIMIT SWITCHFSDIAPHRAGM VALVETEFLON LINED FRP PIPETFRPFRP COVER FOR CHEMICAL PIPE TRENCH/ CHASESODIUM PERMANGANATESP2022-10-215
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drawing. If not one inch on
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 4:32 PM Plot By: maj Filename: N:\WW\Drawings\GN-ALL-PROC-FLOW.dwg Last Saved: 10/10/2022 4:28 PM Saved By: majFilename: N:\WW\Drawings\GN-ALL-PROC-FLOW.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
GN-ALL-PROC-FLOW.dwg
GENERAL
PROCESS FLOW DIAGRAMG-5JLN
MAJ
.
DWS LEGENDCHEMICAL ADDITION POINTAMMONIAFERRIC SULFATEFLUORIDEOZONEPOLYMER-ANIONIC (SLUDGE DEWATERING AID)POLYMER-CATIONIC (COAGULANT AID)ON-LINE MONITORING POINTCHLORINEpHTEMPERATURETURBIDITYPECPEAOHFSFSNH3CHLORINECLS3AMMONIA ANALYZERSTREAMING CURRENTOZONESODIUM PERMANGANATESP SNH3CLSCLpHTTuTuSTpHAMO3O3O3O3PECCAUSTICCAUCAUTO3FSSSPEAO3O3MTODISTRIBUTIONSOLIDS TOLANDFILL54-FW
60-FW
60-FW
FINISHED WATERFLOW METER(FM #3)HIGH SERVICEPUMP STATIONCLEARWELL16-BWTRANSFERPUMP STATIONSUPPLEMENTAL BACKWASH LINEWASHWATERRECLAMATION BASINWASHWATERRECYCLE PUMPSLUDGE LAGOONSMAIN DRAINSUMPMETER VAULT #28-DE14-D10-D10-D
8-OF24-D24-D24-WR
36-WR54-FE48-OZ54-SW36-WR4-SL10-D4-SL10-D8-D24-D8-D
8-D
8-D 6-D
INTERMEDIATEOZONECONTACTORSSEDIMENTATION BASINFLOCCULATIONBASINSSPLITTERBOXPUMPEDDIFFUSION VAULT24-D8-D8-D42-RWPRE-OZONECONTACTORSFUTURE OZONEOR UVRAW WATERFLOW METER(FM #1)42-RWRAWWATERPUMPSTATIONLAKE RAYROBERTSBYPASS10-D SpHCLSC30-MW54-MW
CUCOPPERSPCUPECFILTERSTuCLSNH3NH3CLSPECNH3CLSCLSNH3EXISTING CHEMICAL ADDITION POINTEXISTING ON-LINE MONITORING POINT MM30-BWSBACKWASHGROUNDSTORAGETANK30-BWSSEXISTING CHEMICAL ADDITION POINTPUMPED SAMPLE POINTAMCLpHSCTTuO3CL2022-10-216
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COORDINATION:
A. THE CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, STRUCTURAL,
MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER SERIES DRAWINGS AND
REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN
EACH SET OF DRAWINGS PRIOR TO FABRICATION AND INSTALLATION OF ANY
STRUCTURAL MEMBERS.
B. ONLY LARGER SLEEVE OPENINGS AND FRAMED OPENINGS IN STRUCTURAL
FRAMING COMPONENT MEMBERS ARE INDICATED ON THE STRUCTURAL
DRAWINGS. HOWEVER, ALL SLEEVES, INSERTS AND OPENINGS, INCLUDING
FRAMES AND/OR SLEEVES SHALL BE PROVIDED FOR PASSAGE, PROVISION AND/OR
INCORPORATION OF THE WORK OF THE CONTRACT, INCLUDING BUT NOT LIMITED
TO MECHANICAL, ELECTRICAL AND PLUMBING WORK. THIS WORK SHALL
INCLUDE THE COORDINATION OF SIZES, ALIGNMENT, DIMENSIONS, POSITION,
LOCATIONS, ELEVATIONS AND GRADES AS REQUIRED TO SERVE THE INTENDED
PURPOSE. OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS, BUT
REQUIRED AS NOTED ABOVE, SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW.
C. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR FLOOR ELEVATIONS, SLOPES, DRAINS AND LOCATION OF
DEPRESSED AND ELEVATED FLOOR AREAS.
D. COMPATIBILITY OF THE STRUCTURE AND PROVISIONS FOR BUILDING EQUIPMENT
SUPPORTED ON OR FROM STRUCTURAL COMPONENTS SHALL BE VERIFIED AS TO
SIZE, DIMENSIONS, CLEARANCES, ACCESSIBILITY, WEIGHTS AND REACTION WITH
THE EQUIPMENT FOR WHICH THE STRUCTURE HAS BEEN DESIGNED PRIOR TO
SUBMISSION OF SHOP DRAWINGS AND DATA FOR EACH PIECE OF EQUIPMENT
AND FOR STRUCTURAL COMPONENTS. DIFFERENCES SHALL BE NOTED ON THE
SUBMITTALS.
E. SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL ITEMS AND
SUBMITTED FOR REVIEW BY THE ENGINEER. STRUCTURAL DRAWINGS SHALL NOT
BE REPRODUCED AND USED AS SHOP DRAWINGS. ALL ITEMS DEVIATING FROM
THE STRUCTURAL DRAWINGS OR FROM PREVIOUSLY SUBMITTED SHOP
DRAWINGS SHALL BE CLOUDED.
F. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE
STRUCTURAL DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO
THOSE DESCRIBED IN THE DETAILS.
G. ALL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION SHALL BE
VERIFIED AT THE JOB SITE PRIOR TO THE PREPARATION OF SHOP DRAWINGS.
DIFFERENCES BETWEEN EXISTING CONSTRUCTION AND THAT SHOWN ON THE
STRUCTURAL DRAWINGS SHALL BE REFERRED TO THE ARCHITECT. DIFFERENCES
SHALL ALSO BE CLOUDED ON THE SHOP DRAWINGS.
H. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE
ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT
COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING
DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL
STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE
LATERAL-LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY
INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. TEMPORARY
SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR DAMAGE OF THE
ELEMENTS TO BE BRACED NOR ANY ELEMENTS USED AS BRACE SUPPORTS.
I. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT
INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR AND
THEIR SUB-CONTRACTORS SHALL SUPERVISE AND DIRECT THE WORK AND SHALL
BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
PROCEDURES, TECHNIQUES, SEQUENCES AND SAFETY MEASURES INCLUDING, BUT
NOT LIMITED TO, ADHERENCES TO ALL OSHA GUIDELINES. THE ENGINEER SHALL
NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS
OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER
PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THESE
PERSONS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE STRUCTURAL
CONTRACT DOCUMENTS.
J. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL
CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND
SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE
ENGINEER, SHALL GOVERN.
K. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF THE ENGINEER AND
ENGINEER'S SUBCONSULTANTS IS SOLELY FOR THE PURPOSE OF DETERMINING IF
THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT
DOCUMENTS. THIS LIMITED SITE OBSERVATION IS NOT INTENDED TO BE A CHECK
OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER A PERIODIC CHECK IN
AN EFFORT TO INFORM THE OWNER AGAINST DEFECTS AND DEFICIENCIES IN THE
WORK OF THE CONTRACTOR.
CODES:
A. THE GENERAL BUILDING CODE USED AS THE BASIS FOR THE STRUCTURAL DESIGN
IS AS FOLLOWS:
1. INTERNATIONAL BUILDING CODE, 2021 EDITION
B. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE, AMERICAN CONCRETE INSTITUTE, ACI 318, AS REFERENCED BY THE
GENERAL BUILDING CODE.
C. STRUCTURAL CONCRETE: CODE REQUIREMENTS FOR ENVIRONMENTAL
ENGINEERING CONCRETE STRUCTURES, AMERICAN CONCRETE INSTITUTE, ACI
350.
D. STRUCTURAL STEEL: MANUAL OF STEEL CONSTRUCTION, AMERICAN INSTITUTE
OF STEEL CONSTRUCTION INC., ANSI/AISC 360, AS REFERENCED BY THE GENERAL
BUILDING CODE.
E. CODE OF FEDERAL REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION, LATEST EDITION.
F. ALUMINUM: 2015 ALUMINUM DESIGN MANUAL - SPECIFICATIONS AND
GUIDELINES FOR ALUMINUM STRUCTURES, THE ALUMINUM ASSOCIATION.
G. GEOTECHNICAL REPORT: A GEOTECHNICAL INVESTIGATION SPECIFIC FOR THIS
PROJECT WAS NOT PERFORMED. FOUNDATION ELEMENTS HAVE BEEN DESIGNED
IN ACCORDANCE WITH INFORMATION PROVIDED IN THE FOLLOWING EXISTING
GEOTECHNICAL REPORT:
GEOTECHNICAL ENGINEER: FREESE AND NICHOLS, INC.
REPORT NUMBER: DTN00343; DTN20682
DATE:MARCH 2001; SEPTEMBER 2022
DESIGN LOADS:
A. DEAD LOADS INCLUDE THE SELF-WEIGHT OF THE STRUCTURAL ELEMENTS AND
THE FOLLOWING SUPERIMPOSED LOADS:
1. CEILING AND MECHANICAL AT ROOF 10 PSF
2. CEILING AND MECHANICAL AT FLOORS 15 PSF
3. MECHANICAL AT FLOORS 50 PSF
B. LIVE LOADS
UNIFORM CONCENTRATED
OCCUPANCY OR USE (PSF) (LBS)
ELECTRICAL ROOM 150 2,000 OR EQUIP WT
MECHANICAL 100 2,000 OR EQUIP WT
ROOMS/PIPE GALLERIES
ROOF - UNREDUCED 20 N/A
CONTAINMENT PIT 100 EQUIP WT
C. LIVE LOAD REDUCTION
1. FLOOR OR ROOF LIVE LOAD HAVE NOT BEEN REDUCED.
D. SNOW LOADS
1. GROUND SNOW LOAD, PG 5PSF
• PRESSURES FOR TRIBUTARY AREA IN BETWEEN THE LISTED VALUES MAY BE
LINEARLY INTERPOLATED.
• NEGATIVE VALUE SIGNIFIES PRESSURE ACTING AWAY FROM THE SURFACE
(SUCTION).
• EDGE AND CORNER ZONE DISTANCES SHALL BE DETERMINED IN ACCORDANCE
WITH REFERENCED STANDARD.
• PRESSURES ON PARAPETS SHALL BE DETERMINED BY COMBINING POSITIVE
AND NEGATIVE WALL PRESSURES OR WALL AND ROOF PRESSURES LISTED
ABOVE IN ACCORDANCE WITH THE REFERENCED STANDARD.
• PRESSURES ARE FOR GROSS UPLIFT CONDITIONS. REFER TO ROOF PLAN(S) FOR
NET UPLIFT VALUES FOR DESIGN OF JOISTS, JOIST GIRDERS, AND BRIDGING.
F. SEISMIC LOADS
1. THE STRUCTURE AND STRUCTURAL COMPONENTS OF THE BUILDING HAVE
BEEN DESIGNED IN ACCORDANCE WITH GENERAL BUILDING CODE WITH THE
FOLLOWING CRITERIA:
2. SEISMIC IMPORTANCE FACTOR, IE 1.5
3. OCCUPANCY CATEGORY IV
4. MAPPED SPECTRAL RESPONSE
ACCELERATIONS
• SS (%G)0.103G
• S1 (%G)0.047G
5. SITE CLASS D
6. SPECTRAL RESPONSE COEFFICIENTS
• SDS 0.110
• SD1 0.075
7. SEISMIC DESIGN CATEGORY B
8. BASIC SEISMIC-FORCE-RESISTING SYSTEM ORDINARY REINFORCED
CONCRETE SHEAR WALLS
9. DESIGN BASE SHEAR, V 10 KIPS
10. SEISMIC RESPONSE COEFFICIENT(S), CS 0.03
11. RESPONSE MODIFICATION FACTOR(S), R 4
12. ANALYSIS PROCEDURE USED ELF METHOD
G. MECHANICAL EQUIPMENT LOADS:
1. LOADING FOR MECHANICAL ROOMS ARE BASED ON THE WEIGHTS OF
EQUIPMENT AND CONCRETE PADS AS INDICATED ON THE STRUCTURAL
DRAWINGS. THE CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF
EQUIPMENT TO BE USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR
VERIFICATION OF LOADS USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR
TO FABRICATION AND CONSTRUCTION OF THE SUPPORTING STRUCTURE. ANY
REVISIONS IN EQUIPMENT TYPE, SIZE, OR QUANTITY SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY FOR VERIFICATION OF THE STRUCTURAL DESIGN.
H. RAILINGS AND GUARDRAILS:
1. ALL RAILINGS AND GUARDRAILS SHALL BE DESIGNED FOR 50 POUNDS/FT LOAD
APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE TOP RAIL OR A 200 POUND
CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE
TOP RAIL, WHICHEVER IS GREATER. THE RAILING SHALL HAVE ATTACHMENT
DEVICES TO ADEQUATELY ANCHOR TO THE SUPPORTING STRUCTURE FOR THE
LOADING INDICATED. INTERMEDIATE RAILS AND PANEL FILLERS SHALL BE
DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50
POUNDS ON AN AREA NOT TO EXCEED 12-INCHES BY 12-INCHES INCLUDING
OPENINGS AND SPACE BETWEEN RAILS AND LOCATED SO AS TO PRODUCE THE
MAXIMUM LOAD EFFECT. RESULTING REACTIONS DUE TO THESE LOADS NEED
NOT BE COMBINED WITH THE DESIGN LOADS FOR HANDRAILS OR GUARDRAILS.
E. WIND LOADS
1. WIND LATERAL LOAD ON STRUCTURAL FRAME IS BASED ON ASCE 7 USING
THE FOLLOWING:
2. BASIC WIND SPEED 120 MPH
3. EXPOSURE C
4. INTERNAL PRESSURE COEFFICIENT, GCPI ± 0.18
5. OCCUPANCY CATEGORY IV
6. COMPONENTS AND CLADDING WIND PRESSURES:
7. PUMP STATION STRUCTURE
SURFACE PSF ZONE AT (FT²) AREA
EXTERIOR +24.2 INTERIOR AND EDGE 10 OR LESS
WALLS -26.3 INTERIOR 10 OR LESS
-32.3 EDGE 10 OR LESS
+18.2 INTERIOR AND EDGE 500 OR GREATER
-20.2 INTERIOR AND EDGE 500 OR GREATER
ROOF -24.2 INTERIOR 10 OR LESS
-42.2 EDGES 10 OR LESS
-62.4 CORNERS 10 OR LESS
EXCAVATION PROTECTION:
A. THE SIDES OF ALL EXCAVATIONS GREATER THAN 5'-0" IN DEPTH SHALL BE LAID
BACK TO A SLOPE OF 1.5 HORIZONTAL TO 1 VERTICAL, UNLESS THE FOLLOWING
APPLIES:
1. A STEEPER SLOPE IS ALLOWED BY THE GEOTECHNICAL ENGINEER FOR THE
PARTICULAR LOCATION AND SITE CONDITIONS IN QUESTION.
2. A TEMPORARY RETENTION SYSTEM IS INDICATED ON THE STRUCTURAL
DRAWINGS.
3. AN ALTERNATIVE PROTECTIVE SYSTEM IS SUBMITTED BY THE CONTRACTOR
AND ALLOWED BY THE OWNER.
B. CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS SEALED BY A
REGISTERED ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE
PROJECT SITE FOR THE DESIGN OF ANY TEMPORARY RETENTION OR ALTERNATIVE
PROTECTIVE SYSTEMS. TEMPORARY RETENTION OR ALTERNATIVE PROTECTIVE
SYSTEMS SHALL BE DESIGNED TO RESIST THE SOIL PRESSURES STIPULATED IN THE
REFERENCED GEOTECHNICAL REPORT. IN ADDITION, THE DESIGN SHALL
CONSIDER SURCHARGES CREATED BY CONSTRUCTION EQUIPMENT, EXCAVATION
SPOIL, AND OTHER SURFACE ENCUMBRANCES.
C. CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION STANDARDS AND ALL OTHER REGULATORY AGENCY
STANDARDS REGARDING EXCAVATION SAFETY.
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:14 PM
BID SUBMITTAL GENERAL NOTES IG-S-1LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALS T R U C T U R A L N O T E S NO.ISSUEBYDATE7
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DRILLED PIERS:
A. PIER DESIGN IS BASED ON THE FOLLOWING DESIGN CRITERIA:
1. ALLOWABLE END BEARING: 0 PSF
2. SIDE FRICTION:2,000 PSF
3. UPLIFT SIDE FRICTION:1,500 PSF
4. UPLIFT DESIGN DEPTH:8 FEET
5. SIDE FRICTION (UPLIFT RESISTANCE): 2,000 PSF
6. MINIMUM PENETRATION INTO BEARING STRATUM: 8 FEET
B. PIER DESIGN IS IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE
REFERENCED GEOTECHNICAL REPORT.
C. BEARING STRATUM SHOWN ON THE PIER DETAILS IS UNWEATHERED SHALE.
D. PIERS NOT SPECIFICALLY LOCATED ON THE PLAN SHALL BE LOCATED ON
CENTERLINE OF COLUMN ABOVE. WHERE NO COLUMN OCCURS, LOCATE ON
CENTERLINE OF WALL OR BEAM.
E. PROVIDE DOWELS FROM PIERS INTO CONCRETE ABOVE USING SAME BAR SIZE
AND NUMBER AS SHOWN FOR PILASTER ABOVE. WHERE NO PILASTER OCCURS,
USE DOWELS OF SAME SIZE AND NUMBER AS PIER REINFORCING STEEL. EXTEND
DOWELS 30 BAR DIAMETERS INTO PIER AND BEAM, WALL, PILASTER OR COLUMN,
UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
F. ELEVATION OF TOP OF PIERS, UNLESS NOTED OTHERWISE ON THE STRUCTURAL
DRAWINGS, IS AT THE BOTTOM OF THE DEEPEST INTERSECTING BEAM OR WALL
SUPPORTED BY THE PIER.
G. REINFORCING CAGE SHALL BE HELD SECURELY AWAY FROM EARTH AT SIDES AND
BOTTOM BY SETS OF 3 SPACERS AT A MAXIMUM SPACING OF 8 FT. ALONG THE
LENGTH OF THE CAGE AND 1'-0" FROM THE BOTTOM.
H. PIER REINFORCING AND CONCRETE SHALL BE PLACED IMMEDIATELY AFTER
DRILLING OPERATIONS ARE COMPLETE; IN NO CASE SHALL A PIER BE DRILLED
THAT CANNOT BE PLACED BY THE END OF THE WORKDAY.
I. SEE PLANS FOR PIER SIZES, REINFORCING, AND DEPTH.
J. THE CONTRACTOR SHALL VERIFY DEPTHS OF PIERS BEFORE PIER STEEL IS CUT.
PIER STEEL MAY BE DELIVERED TO THE JOBSITE IN STANDARD LENGTHS AND CUT
AS REQUIRED. PROVIDE 64 BAR DIAMETER LAPS IN ALL VERTICAL PIER
REINFORCING.
K. REINFORCING STEEL SHOP DRAWINGS SHALL INCLUDE PLACING DRAWINGS FOR
TEMPLATES TO SET DOWELS IN PIERS.
L. TOP OF PIER SHALL BE OF THE SPECIFIED DIAMETER. FORM TOP OF PIER IF
REQUIRED TO MAINTAIN THE SPECIFIED DIAMETER. ANY CONCRETE EXTENDING
BEYOND THE SPECIFIED DIAMETER SHALL BE REMOVED.
M. TEMPORARY STEEL CASING MAY BE REQUIRED DURING PIER DRILLING
OPERATIONS. PRIOR TO THE PLACEMENT OF CONCRETE, ANY SEEPAGE WATER
SHALL BE REMOVED FROM THE PIER HOLES. SPECIAL CONSTRUCTION
PROCEDURES IN ACCORDANCE WITH ACI 336.1 AND ACI 336.3R AND
SPECIFICATIONS SHALL BE FOLLOWED DURING EXTRACTION OF THE CASING AND
DURING CONCRETE PLACEMENT.
N. CONTRACTOR SHALL INCLUDE IN BID DOCUMENTS, UNIT-COSTS FOR CASING IF
REQUIRED AND UNIT-COST FOR GREATER AND LESSER DEPTH OF DRILLING FOR
EACH PIER SIZE.
O. ALL PIERS SHALL BE INSPECTED BY A REPRESENTATIVE OF TX IN ORDER TO
ENSURE THAT THE PROPOSED BEARING MATERIAL HAS BEEN REACHED IN
ACCORDANCE WITH THE RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL
REPORT.
P. THE CONTRACTOR SHALL MAKE AND MAINTAIN ACCURATE RECORDS OF THE
DRILLED PIER DEPTHS, BEARING STRATUM, DEPTH OF PENETRATION INTO
BEARING STRATUM, DIAMETER AND LOCATION (INCLUDING OFF CENTER
ECCENTRICITIES), AND SHALL SUBMIT THIS INFORMATION TO THE ENGINEER.
CAST-IN-PLACE CONCRETE:
A. CLASSES OF CONCRETE
1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS AS SPECIFIED IN THE
TABLE BELOW, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:
28 DAY
CLASS STRENGTH USE
A 4,500 PSI TYPICAL STRUCTURE, SEE SPEC 03 30 00
B 3,500 PSI SEE SPEC 03 30 00
D 2,000 PSI SEE SPEC 03 30 00
B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE PLACEMENTS SHALL BE
PERMITTED ONLY WHERE INDICATED ON THE STRUCTURAL DRAWINGS. ALL
VERTICAL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS IN
ACCORDANCE WITH THE TYPICAL DETAILS. CONTRACTOR SHALL SUBMIT
PROPOSED LOCATIONS FOR CONSTRUCTION JOINTS NOT SHOWN ON THE
STRUCTURAL DRAWINGS FOR REVIEW BY THE ARCHITECT AND ENGINEER.
ADDITIONAL CONSTRUCTION JOINTS MAY REQUIRE ADDITIONAL REINFORCING AS
SPECIFIED BY THE ENGINEER WHICH SHALL BE PROVIDED BY THE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
C. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF
ACI 318, INCLUDING THE FOLLOWING:
1. CONDUITS AND PIPES EMBEDDED WITHIN A SLAB, WALL, OR BEAM (OTHER
THAN THOSE PASSING THROUGH) SHALL NOT BE LARGER IN OUTSIDE
DIMENSION THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, WALL OR BEAM
IN WHICH THEY ARE EMBEDDED.
2. CONDUITS, PIPES AND SLEEVES SHALL NOT BE SPACED CLOSER THAN THREE
DIAMETERS OR WIDTHS ON CENTER.
D. CONCRETE PLACEMENTS SHALL NOT EXCEED 5,000 SQUARE FEET OR 100 LINEAR
FEET ON EACH SIDE WITHOUT PRIOR APPROVAL BY THE ARCHITECT FOR EACH
PLACEMENT.
E. GRADE BEAMS IN CONTACT WITH EARTH SHALL BE FORMED BOTH SIDES UNLESS
NOTED OTHERWISE IN DETAILS.
F. REFER TO SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL INFORMATION.
CONCRETE REINFORCING:
A. CONCRETE REINFORCEMENT FOR THE PROJECT SHALL CONFORM TO THE
FOLLOWING:
1. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH
ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE IN THE STRUCTURAL
DRAWINGS OR THESE NOTES.
2. WELDED REINFORCING STEEL. PROVIDE REINFORCING STEEL CONFORMING
TO ASTM A706.
3. DEFORMED BAR ANCHORS. ASTM A496 MINIMUM YIELD STRENGTH 70,000
PSI AS NOTED ON THE STRUCTURAL DRAWINGS. REINFORCING BARS SHALL
NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS.
B. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN
CONCRETE INSTITUTE 315 DETAILING MANUAL AND ALL HOOKS AND BENDS IN
REINFORCING BARS SHALL CONFORM TO ACI DETAILING STANDARDS, UNLESS
NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
C. IN UNSCHEDULED GRADE BEAMS, WALLS, AND SLABS, DETAIL REINFORCING AS
FOLLOWS:
1. CLASS A LAP BEAM TOP REINFORCING BARS AT MID SPAN.
2. CLASS A LAP BEAM BOTTOM REINFORCING BARS AT THE SUPPORTS.
3. PROVIDE CLASS B LAP AT OTHER LOCATION PENDING ENGINEER’S APPROVAL.
4. PROVIDE STANDARD HOOKS IN TOP BARS AT CANTILEVER AND
DISCONTINUOUS ENDS OF BEAMS, WALLS AND SLABS.
5. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND
OUTSIDE FACES OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT
REQUIRED IF HORIZONTAL BARS ARE HOOKED.
6. PROVIDE 2-#4 DIAGONAL BARS AT ALL SLAB RE-ENTRANT CORNERS PLACED
UNDER THE TOP MAT OF STEEL.
D. WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED UNLESS SPECIFICALLY
SHOWN ON THE STRUCTURAL DRAWINGS.
E. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF
REINFORCEMENT.
F. REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS:
1. WALLS 2" TYP
2. BEAMS 1 1/2" INT, 2" EXT EXPOSURE
3. COLUMNS 1 1/2" INT, 2" EXT EXPOSURE
4. DRILLED PIERS 3"
5. FOOTINGS 3"
6. FORMED GRADE BEAMS 1 1/2" TOP, 3" SIDES, 3" BOTTOM
7. SLAB-ON-GRADE 2" TOP, 2" BOTTOM
8. SLAB-ON-VOID 3/4" TOP, 2" BOTTOM
9. "EXTERIOR EXPOSURE" REFERS TO CONCRETE EXPOSED TO EARTH OR
WEATHER
G. SUBMITTAL: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND
PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "DETAILS
AND DETAILING OF CONCRETE REINFORCEMENT". DO NOT REPRODUCE THE
STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS.
H. REFER TO SPECIFICATION SECTION 03 20 00 FOR ADDITIONAL INFORMATION.
PAD PREPARATION AND DEWATERING:
A. GIVEN THE DEPTH OF EXCAVATION AND ANTICIPATED GROUND WATER LEVELS,
LONG-TERM DEWATERING OPERATIONS ARE ANTICIPATED. THE CONTRACTOR
SHALL SUBMIT A COMPLETE DEWATERING PLAN DESCRIBING MEANS AND
METHODS USED FOR CONTROLLING WATER INFILTRATION OF THE EXCAVATIONS.
DEWATERING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
B. ALL EARTHWORK, BACKFILL, AND COMPACTION SHALL CONFORM TO
SPECIFICATION 31 23 10.
C. BEARING STRATUM IS SANDY SILTY CLAY/SILTY CLAY.
D. BURIED STRUCTURES:
a. EXCAVATE TO 4 INCHES BELOW THE BASE OF THE LOWEST MAT FOUNDATION
SLAB LEVEL. EXTEND THE EXCAVATION A MINIMUM OF 3 FEET BEYOND THE
EDGE OF THE MAT SLAB.
b. PLACE A LEAN CONCRETE MUD SLAB, 4 INCHES THICK OVER THE EXCAVATED
SUBGRADE WITHIN 24 HOURS OF EXPOSING THE SUBGRADE.
c. THE EXPOSED BOTTOM OF EXCAVATION SHOULD BE OBSERVED BY A
QUALIFIED, OWNER APPROVED GEOTECHNICAL ENGINEER TO CONFIRM THAT
THE BEARING STRATUM IS CONSISTENT WITH THE DESIGN ASSUMPTIONS.
E. EQUPMENT PADS AND OTHER GRADE-LEVEL STRUCTURAL PADS
a. THE FOUNDATION SHALL BEAR ON COMPACTED STRUCTURAL FILL, PLACED
OVER NATIVE SOILS.
b. EXCAVATE TO A MINIMUM OF 5'-0" BELOW DESIGN GRADES OF FOUNDATION,
AND EXTEND THE EXCAVATION 2 FEET BEYOND THE EDGE OF FOUNDATION
c. PERFORM A PROOF ROLL TEST TO CONFIRM THE SUBGRADE IS FIRM AND
RELATIVELY UNYIELDING
d. PLACE A MINUMUM 5'-0" LAYER OF COMPACTED STRUCTURAL FILL OVER
PREPARED/APPROVED SUBGRADE. EXTEND FILL 2 FEET BEYOND THE EDGE OF
THE FOUNDATIONS.
e. SELECT FILL SHALL BE SANDY LEAN CLAY (CL), CLAYEY SAND (SC) OR CLAYEY
GRAVEL (GC), WITH A LIQUID LIMIT NOT EXCEEDING 35, AND A PLASTICITY
INDEX NOT EXCEEDING 15 WHEN TESTED IN ACCORDANCE WITH ASTM D4318.
f. FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING NINE (9)
INCHES UP TO FINAL SUBGRADE ELEVATION, AND IS TO BE COMPACTED TO A
MINIMUM OF 95% OF THE MAXIMUM DRY DENSITIY AS DEFINED IN ASTM D
698, AT A MOISTURE CONTENT OF +/- 2% OF THE OPTIMUM MOISTURE
CONTENT.
F. IF AT THE TIME OF CONSTRUCTION, EXCAVATIONS ENCOUNTER SOFT AND/OR
WET SOILS AT BASE OF EXCAVATION, LOWER THE WATER LEVEL TO AT LEAST 3
FEET BELOW THE EXCAVATION, UNDERCUT THE SOFT MATERIAL, AND REPLACE
WITH CRUSHED LIMESTON BASE MATERAL, TxDOT ITEM 247, COMPACTED PER
SPECIFICATIONS.
G. THE ABOVE RECOMMENDATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH
THE REFERENCED GEOTECHNICAL REPORT.
CONTROLLED BACKFILL BEHIND BELOW GRADE WALLS & RETAINING WALLS:
A. BACKFILL SHALL BE SELECT BACKFILL AND SHALL CONSIST OF CLAYEY SAND
AND/OR SANDY CLAY MATERIAL.
B. BACKFILL MATERIAL SHALL HAVE A PLASTICITY INDEX OF 16 OR LESS WITH A
LIQUID LIMIT LESS THAN 35.
C. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8".
D. FILL SHALL BE COMPACTED AT THE OPTIMUM MOISTURE CONTENT (-3% TO +3%)
TO BETWEEN 95 AND 100 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM
D698.
E. COMPACTION AND MOISTURE CONTENT OF CONTROLLED BACKFILL SHALL BE
VERIFIED BY AN INDEPENDENT TESTING LABORATORY.
F. THE TOP 2 FT OF MATERIAL BELOW THE GROUND SURFACE SHALL CONSIST OF
RELATIVELY IMPERVIOUS MATERIAL, WITH A LIQUID LIMIT BETWEEN 40 AND 50
PERCENT AND A PLASTICITY INDEX BETWEEN 20 AND 30. THIS MATERIAL SHALL BE
PLACED IN 6" LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT, TO 95
PERCENT OF THE MAXIMUM DENSITY PER ASTM D698.
G. BACKFILL MATERIAL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL
ALL SUPPORTING SLABS, BEAMS, STRUTS, ETC., HAVE ATTAINED THEIR 28 DAY
DESIGN STRENGTH UNLESS PROPER BRACING IS INSTALLED.
H. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF A STRUCTURE OR BUILDING
ELEMENT, BACKFILL SHALL BE PLACED SIMULTANEOUSLY ALONG BOTH SIDES SO
THAT THE BACKFILL HEIGHT ON ONE SIDE DOES NOT EXCEED THE HEIGHT ON THE
OPPOSITE SIDE BY MORE THAN 4'-0".
CONTROLLED BACKFILL BEHIND BELOW GRADE WALLS & RETAINING WALLS (CONT):
I. COMPACTION AND MOISTURE CONTENT OF SUBGRADE AND EACH LIFT OF
STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A QUALIFIED
ENGINEERING TECHNICIAN, SUPERVISED BY A GEOTECHNICAL ENGINEER.
J. DESIGN OF BELOW GRADE WALLS IS BASED ON EQUIVALENT HYDROSTATIC
PRESSURES OF 105 PCF, ASSUMING SELECT FILL BACKFILL.
K. THE ABOVE RECOMMENDATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH
THE REFERENCED GEOTECHNICAL REPORT.
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:14 PM
BID SUBMITTAL GENERAL NOTES IIG-S-2LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALS T R U C T U R A L N O T E S NO.ISSUEBYDATE8
*
OPEN WEB JOISTS:
A. OPEN WEB STEEL JOISTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF
THE STEEL JOIST INSTITUTE (SJI). CHORDS OF JOISTS SHALL BE ANGLES OR TEES.
B. PROVIDE BRIDGING IN ACCORDANCE WITH SJI SPECIFICATIONS AND OSHA
STANDARD 29 CFR-1926.757(C). BRIDGING SHALL BE CONTINUOUS THROUGH
STRUCTURAL STEEL MEMBERS, AND SHALL BE ANCHORED TO SPANDREL
MEMBERS OR WALLS. PROVIDE ADDITIONAL BRIDGING WHERE REQUIRED FOR
UPLIFT.
C. SEE DESIGN LOADS SECTION OF THE STRUCTURAL NOTES FOR JOIST DESIGN WIND
PRESSURES.
D. JOIST MANUFACTURER SHALL DESIGN CHORDS OF JOISTS TO SUPPORT A
NOMINAL CONCENTRICALLY-APPLIED LOAD OF 100 POUNDS BETWEEN ALL PANEL
POINTS WITHOUT REQUIRING ADDITIONAL REINFORCING. THIS ADDITIONAL
LOAD HAS BEEN ACCOUNTED FOR IN THE OVERALL DESIGN LOADS AND IS NOT
ADDITIVE TO THOSE SPECIFIED.
E. ALL HANGERS OR ATTACHMENTS TO JOISTS SHALL BE PLACED CONCENTRIC WITH
THE TOP AND BOTTOM CHORD(S). HANGERS WITH REACTIONS IN EXCESS OF 100
POUNDS MUST BE LOCATED AT THE PANEL POINTS OF THE JOIST, OR THE
CHORD(S) SHALL BE REINFORCED IN ACCORDANCE WITH THE “TYPICAL DETAILS."
F. PROVIDE FLAT BEARING FOR ALL JOISTS. BEAR JOISTS ON SUPPORTS IN
ACCORDANCE WITH SJI SPECIFICATIONS.
G. JOISTS SHALL BE CONNECTED TO THEIR SUPPORTS IN ACCORDANCE WITH SJI
SPECIFICATIONS AND AS INDICATED BY THE JOIST MANUFACTURER.
H. REFER TO SPECIFICATION SECTION 05 21 00 FOR ADDITIONAL INFORMATION.
METAL DECKS:
A. METAL ROOF DECK
1. METAL ROOF DECK SCHEDULE:
LOCATION GAUGE SDI DECK SHEET
DECK DEPTH WIDTH MIN Ix MIN Sp MIN Sn
TYPE (IN) (IN) (IN⁴) (IN³) (IN³)
TYP UNO 20 WR 1.5 36 0.212 0.234 0.245
Sp = POSITIVE SECTION MODULUS IN³
Sn = NEGATIVE SECTION MODULUS IN³
I = MOMENT OF INTERIA IN⁴
2. ROOF DECK SHALL BE GALVANIZED.
3. SHEET STEEL FOR GALVANIZED ROOD DECK AND ACCESSORIES SHALL CONFORM
TO ASTM A653, STRUCTURAL QUALITY, WITH A MINIMUM YIELD STRENGTH OF 33
KSI. GALVANIZING SHALL CONFORM TO ASTM A653 WITH A MINIMUM COATING
OF G90 AS DEFINED IN A653.
4. ROOF DECK SHALL BE CONTINUOUS OVER FOUR OR MORE SUPPORTS.
5. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION
WITH ENDS LAPPED 2 INCHES OVER STRUCTURAL SUPPORTS. PROVIDE MINIMUM
END BEARING OF 2 INCHES.
6. ROOF DECK CONNECTIONS SHALL BE AS FOLLOWS:
LOCATION SUPPORT SUPPORT SIDELAP FASTENER/NO
CONN PATTERN FASTENER PER SPAN
TYPICAL BUILDING:
INTERIOR FIELD 36/4 5/8 PW #10 TEK/2
PERIMETER BAND 36/7 5/8 PW #10 TEK/3
CORNER ZONES 36/7 5/8 PW #10 TEK/5
SEE DESIGN WIND LOAD INFORMATION FOR "A" DIMENSION AND INTERIOR
FIELDS, PERIMETER BAND, RIDGE BAND, AND CORNER ZONE WIND LOADS.
PW = PUDDLE WELD
7. POWER DRIVEN FASTENERS SHALL BE SELECTED BY THE CONTRACTOR FOR THE
COMBINATIONS OF DECK GAUGE AND DECK SUPPORT MEMBER THICKNESS.
SUBMIT PROPOSED FASTENERS WITH COMPLETE MANUFACTURER'S
INFORMATION, INCLUDING DIAPHRAGM SHEAR VALUES FOR THE ENGINEER TO
REVIEW.
8. PUDDLE WELDS SHALL BE 5/8" MINIMUM DIAMETER AND SHALL BE MADE
THROUGH WELD WASHERS FOR DECKING LIGHTER THAN 22 GAUGE.
9. MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL NOT BE SUPPORTED
BY THE METAL ROOF DECK.
10. REFER TO SPECIFICATION SECTION 05 31 23 FOR ADDITIONAL INFORMATION.
DESIGN BY OTHERS:
A. IN ACCORDANCE WITH THE SPECIFICATIONS THE ITEMS LISTED BELOW ARE NOT
INCLUDED IN THE CONTRACT DOCUMENTS. DESIGN OF THESE ELEMENTS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DESIGNED AND
SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE
HAVING JURISDICTION AT THE PROJECT SITE.
1. STRUCTURAL STEEL CONNECTIONS
2. STRUCTURAL ALUMINUM CONNECTIONS
3. METAL LADDERS
4. GUARDRAIL AND HANDRAIL SYSTEMS
5. EMBEDDED ASSEMBLIES AND INSERTS, CLAMPS, HANGERS, TRAPEZES,
UNISTRUT, ETC. FOR THE SUPPORT OF MEP SYSTEMS.
6. EMBEDDED ASSEMBLIES, INSERTS, AND/OR HANGERS FOR FIRE SUPPRESSION
SYSTEMS.
7. EXCAVATION SUPPORT AND PROTECTION
8. SPECIALTY RETENTION SYSTEMS
9. PRECAST CONCRETE WALL PANELS
10. OPEN WEB STEEL JOISTS.
11. PRE-FABRICATED STRUCTURES AND ENCLOSURES
DESIGN OF THE ITEMS LISTED ABOVE SHALL BE IN ACCORDANCE WITH THE GENERAL
BUILDING CODE, AND SHALL INCLUDE ALL ATTACHMENTS TO THE STRUCTURE.
STRUCTURAL ALUMINUM:
A. MATERIAL
1. UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS, STRUCTURAL
ALUMINUM MEMBERS SHALL BE:
a. ALUMINUM SHAPES: ASTM B308/B308M, ALLOY 6061-T6, ASTM B221, ALLOY
6061-T6.
b. ALUMINUM TUBES AND PIPES: ASTM B429, ALLOY 6061-T6.
c. ALUMINUM BARS AND RODS: ASTM B211, ALLOY 6061-T6.
d. ALUMINUM PLATES: ASTM B209, ALLOY 6061-T6.
B. CONNECTIONS
1. THREADED FASTENERS:
a. STAINLESS STEEL BOLTS, ASTM F593, AISI TYPE 303, AND STAINLESS STEEL
NUTS AND WASHERS, ASTM F594, AISI TYPE 303 UNLESS OTHERWISE NOTED
ON THE STRUCTURAL DRAWINGS.
b. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, BOLTS SHALL BE
3/4 INCH DIAMETER. BOLTS SHALL BE DESIGNED USING VALUES FOR BEARING
TYPE BOLTS WITH THREAD ALLOWED IN THE SHEAR PLANE.
c. BOLTS SHALL BE TIGHTENED TO “SNUG TIGHT” AS DEFINED BY AISC, UNLESS
NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
2. WELDS
a. QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE
WITH AWS D1.2.
b. ELECTRODES FOR WELDING: ER 5356 COMPLYING WITH AWS D1.2/D1.2M.
c. FOR CONNECTIONS NOT SPECIFICALLY ADDRESSED BY THESE NOTES OR THE
STRUCTURAL DRAWINGS, PROVIDE FILLET WELDS AT ALL CONTACT SURFACES
SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF THE SMALLER MEMBER
AT THE JOINT.
C. SPLICING OF STRUCTURAL ALUMINUM MEMBERS IS PROHIBITED WITHOUT PRIOR
APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE.
ANY MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS
WILL BE REJECTED.
D. FIELD CUTTING OF STRUCTURAL ALUMINUM OR ANY FIELD MODIFICATIONS TO
STRUCTURAL ALUMINUM SHALL NOT BE MADE WITHOUT PRIOR APPROVAL OF
THE ENGINEER.
E. FABRICATION AND ERECTION OF STRUCTURAL ALUMINUM SHALL CONFORM TO
CHAPTER M OF THE AA ADM-1, ALUMINUM DESIGN MANUAL –SPECIFICATIONS
FOR ALUMINUM STRUCTURES, UNLESS NOTED OTHERWISE ON THE STRUCTURAL
DRAWINGS.
F. STRUCTURAL ALUMINUM CONNECTIONS NOT SPECIFICALLY DETAILED ON THE
STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY THE
CONTRACTOR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER
LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. SEALED
CALCULATIONS FOR ALL CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE
SUBMITTED FOR THE ENGINEER'S FILES.
G. REFER TO SPECIFICATION SECTION 05 14 00 FOR ADDITIONAL INFORMATION
STRUCTURAL STEEL:
A. MATERIAL
1. ALL HOT ROLLED STEEL MEMBERS SHALL BE NEW AND CONFORM TO ASTM
SPECIFICATION A6.
2. ASTM SPECIFICATION AND GRADE - CLEARLY MARK THE GRADE ON EACH
MEMBER.
3. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, STRUCTURAL
MEMBERS SHALL BE:
4. W-SHAPES SHALL CONFORM TO ASTM A992.
5. CHANNELS SHALL CONFORM TO ASTM A36.
6. ANGLES SHALL CONFORM TO ASTM A36.
7. STEEP PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B.
8. ROUND HOLLOW STRUCTURAL SHAPE MEMBERS SHALL CONFORM TO ASTM
500, GRADE B Fy = 42 KSI.
9. SQUARE OR RECTANGULAR HOLLOW STRUCTURAL SHAPE MEMBERS SHALL
CONFORM TO ASTM 500 GRADE B, Fy = 46 KSI.
10. STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36.
11. ANY OTHER STEEL SHALL CONFORM TO ASTM A36.
12. HEADED STUD SHEAR CONNECTORS SHALL CONFORM TO ASTM A108.
B. FABRICATION
1. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR
APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE
MADE. ANY MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP
DRAWINGS WILL BE REJECTED.
C. ERECTION
1. ERECTION TOLERANCES OF ANCHOR BOLTS, EMBEDDED ITEMS, AND ALL
STRUCTURAL STEEL UNLESS SPECIFIED OTHERWISE ON THE STRUCTURAL
DRAWINGS SHALL CONFORM TO THE AISC CODE OF STANDARD PRACTICE.
2. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS TO
STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR APPROVAL OF THE
ENGINEER.
3. CONTRACTOR SHALL PROTECT ANY UNPRIMED STRUCTURAL STEEL FROM
DETRIMENTAL EFFECTS OF CORROSION, AS REQUIRED, UNTIL THE STEEL IS
ENCLOSED AND PROTECTED BY THE NEW CONSTRUCTION.
4. HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND
CONNECTIONS PERMANENTLY EXPOSED TO THE WEATHER, WHETHER
SPECIFIED ON THE STRUCTURAL DRAWINGS OR NOT. SUCH ITEMS INCLUDE,
BUT ARE NOT LIMITED TO:
A. SHELF ANGLES
B. PARAPET WALL SUPPORTING MEMBERS
C. ALL EMBEDDED PLATES IN CONCRETE
D. BUILDING CLADDING SUPPORT STEEL IN SPACE NOT AIR CONDITIONED AND/OR
EXPOSED TO MOISTURE OUTSIDE THE EXTERIOR WATERPROOFING SURFACE IF
ANY.
E. RAILING EXPOSED TO WEATHER
5. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER
ITEMS REQUIRED TO BE HOT DIPPED GALVANIZED. GALVANIZE ALL NUTS,
BOLTS, AND WASHERS USED IN CONNECTION WITH SUCH STEEL. FIELD
WELDED CONNECTIONS SHALL HAVE WELDS PROTECTED WITH “Z.R.C. COLD
GALVANIZING COMPOUND” AS MANUFACTURED BY Z.R.C. COMPANY.
D. REFER TO SPECIFICATION SECTION 05 50 00 FOR ADDITIONAL INFORMATION.
STRUCTURAL STEEL CONNECTIONS:
A. WELDED CONNECTIONS
1. ALL WELDING SHALL CONFORM TO ANSI/AWS D1.1, LATEST EDITION.
2. FILLET WELDS WITH NO SIZE SPECIFIED SHALL BE 3/16 INCH OR MINIMUM
SIZE REQUIRED BY AISC, WHICHEVER IS LARGER.
B. BOLTED CONNECTIONS
1. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, BOLTS SHALL
BE 3/4 INCH DIAMETER AND CONFORM TO ASTM A325. BOLTS SHALL BE
DESIGNED USING VALUES FOR BEARING TYPE BOLTS WITH THREAD ALLOWED
IN THE SHEAR PLANE.
C. STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE
STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY THE
CONTRACTOR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER
LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. SEALED
CALCULATIONS FOR ALL CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE
SUBMITTED FOR THE ARCHITECT'S FILES.
D. BEAM CONNECTIONS SHALL BE DESIGNED AND DETAILED AS FOLLOWS, UNLESS
NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:
1. CONNECTIONS SHALL BE AISC TYPE 2 SIMPLE FRAMING CONNECTIONS. SHEAR
TAB CONNECTIONS SHALL NOT BE USED UNLESS SPECIFICALLY DETAILED ON
THE STRUCTURAL DRAWINGS, OR CONNECTIONS ARE DESIGNED AND
DETAILED BY THE FABRICATOR’S REGISTERED PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF TX AND SEALED CALCULATIONS ARE SUBMITTED.
2. IN GENERAL, SHOP CONNECTIONS SHALL BE BOLTED OR WELDED AND FIELD
CONNECTIONS SHALL BE BOLTED.
3. IF NOT INDICATED ON THE STRUCTURAL DRAWINGS, CONNECTIONS SHALL BE
DESIGNED FOR 55 PERCENT OF THE TOTAL LOAD CAPACITY FOR THE BEAM
SPAN SHOWN IN THE BEAM TABLES IN THE AISC MANUAL REFERENCED IN THE
"CODES & REFERENCED REPORTS" NOTES.
4. SHORT SLOTTED HOLES SHALL BE PERMITTED PROVIDED WASHERS ARE
INSTALLED IN ACCORDANCE WITH AISC REQUIREMENTS. WASHERS SHALL BE
HARDENED WHERE A325 BOLTS ARE UTILIZED.
E. ALL BEAM SHEARS, REACTIONS, MEMBER FORCES, MOMENTS, ETC. SHOWN ON
THE STRUCTURAL DRAWINGS ARE UNFACTORED LOADS CONFORMING TO THE
REQUIREMENTS OF AISC ALLOWABLE STRESS DESIGN (ASD).
F. ROOF EDGE ANGLES SHALL BE CONTINUOUS AND SHALL BE SPLICED ONLY AT
SUPPORTS. SPLICES SHALL BE BUTT WELDED TO DEVELOP FULL CAPACITY OF THE
MEMBER.
G. BASE PLATES
1. COLUMN BASE PLATES SHALL BE SET TO THE ELEVATION INDICATED ON THE
STRUCTURAL DRAWINGS AND LEVELED USING SHIMS OR BY DOUBLE NUTS ON
ANCHOR BOLTS. BASE PLATES SHALL THEN BE GROUTED WITH A NON-
SHRINK, HIGH STRENGTH NONMETALLIC GROUT. TIGHTEN ANCHOR BOLTS
AFTER SUPPORTED MEMBERS HAVE BEEN POSITIONED AND PLUMBED.
2. HOLE SIZES IN BASE PLATES SHALL BE OVERSIZED WITH PLATE WASHERS PER
AISC TABLE 14-2.
H. ANCHOR RODS SHALL BE:
1. TYPICAL: ASTM F1554 GR. 55, WELDABLE.
I. FOR CONNECTIONS NOT SPECIFICALLY ADDRESSED BY THESE NOTES OR THE
STRUCTURAL DRAWINGS, PROVIDE FILLET WELDS AT ALL CONTACT SURFACES
SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF THE SMALLER MEMBER AT
THE JOINT.
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:14 PM
BID SUBMITTAL GENERAL NOTES IIIG-S-3LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALS T R U C T U R A L N O T E S NO.ISSUEBYDATE9
*
X--YESXA.USE OF QUALIFIED WELDERS2. INSPECTION TASKS DURING WELDING:--1705.2.1YESXB.CONTROL AND HANDLING OF WELDING CONSUMABLES1)PACKAGING2)EXPOSURE CONTROL--YESXC.NO WELDING OVER CRACKED TACK WELDS ²--YESXD.ENVIRONMENTAL CONDITIONS ²1)WIND SPEED WITHIN LIMITS2)PRECIPITATION AND TEMPERATURE--YESXE.WPS FOLLOWED ²1) SETTINGS ON WELD EQUIPMENT2)TRAVEL SPEED3) SELECTED WELDING MATERIALS4)SHIELDING GAS TYPE/FLOW RATE5)PREHEAT APPLIED6)INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)7)PROPER POSITION (F, V, H, OH)--YESXF.WELDING TECHNIQUES ²1) INTERPASS AND FINAL CLEANING2) EACH PASS WITHIN PROFILE LIMITATIONS3) EACH PASS MEETS QUALITY REQUIREMENTS--YESXA. WELDS CLEANED3. INSPECTION TASKS AFTER WELDING:--YES--B. SIZE, LENGTH AND LOCATION OF WELDSXYES--C.WELDS MEET VISUAL ACCEPTANCE CRITERIA1) CRACK PROHIBITION2)WELD/BASE-METAL FUSION3) CRATER CROSS SECTION4)WELD PROFILES5)WELD SIZE6)UNDERCUT7)POROSITYXYES--D.ARC STRIKESXYES--E. K-AREA ³XYES--F.BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)XYES--G.REPAIR ACTIVITIESXYES--H.DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT ORMEMBERX1. INSPECTION TASKS NOTED IN THIS TABLE ARE THE RESPONSIBILITY OF THE SPECIAL INSPECTOR OR QUALITY ASSURANCE INSPECTOR (QAI).THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR ALL INSPECTION TASKS INDICATED IN AISC 360-10 SECTION N5 AND ASSIGNED TOTHE QUALITY CONTROL INSPECTOR (QCI).2. INSPECTION TASKS MAY BE COORDINATED WITH THE FABRICATOR OR ERECTOR'S QUALITY CONTROL INSPECTOR (QCI) WHERE INDICATED WITHTHIS FOOTNOTE. ALL OTHER TASKS SHALL BE PERFORMED BY THE SPECIAL INSPECTOR.3. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD.YESVERIFICATION AND INSPECTION--A.MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENERMATERIALS1. INSPECTION TASKS PRIOR TO BOLTING:VERIFICATION AND INSPECTION TASKS FOR BOLTING STRUCTURAL STEEL ¹ (AISC 360-10 TABLES N5.6)CONTINUOUSINSPECTION FREQUENCYPERIODICXAISC 360-10N5.6-11705.2.1B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTSX--YESC. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL ² (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)X--YESD. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL ²X--YESE. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTSX--YESF. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES ANDMETHODS USEDX--YESYESXG.PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHERFASTENER COMPONENTS--2. INSPECTION TASKS DURING BOLTING:YESXA. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALLHOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED ²--AISC 360-10N5.6-2YESXB. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TOTHE PRETENSIONING OPERATION ²--YESXC.FASTENER COMPONENT NOT TURNED BY THE WRENCHPREVENTED FROM ROTATING. ²--D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THERCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROMTHE MOST RIGID POINT TOWARD THE FREE EDGESX--YES3. INSPECTION TASKS AFTER BOLTING:YES--A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONSXAISC 360-10N5.6-3VERIFICATION AND INSPECTIONVERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC 1705.2.2)CONTINUOUSINSPECTION FREQUENCYPERIODIC1. COLD-FORMED STEEL DECK:A. FLOOR AND ROOF DECK WELDSX--YESSDI QA/QC21705.2.1AISC 360-10N5.4-2:AWS D1.11. INSPECTION TASKS NOTED IN THIS TABLE ARE THE RESPONSIBILITY OF THE SPECIAL INSPECTOR OR QUALITY ASSURANCE INSPECTOR (QAI).THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR ALL INSPECTION TASKS INDICATED IN AISC 360-10 SECTION N5 AND ASSIGNED TOTHE QUALITY CONTROL INSPECTOR (QCI)2. INSPECTION TASKS MAY BE COORDINATED WITH THE FABRICATOR OR ERECTOR'S QUALITY CONTROL INSPECTOR (QCI) WHERE INDICATED WITHTHIS FOOTNOTE. ALL OTHER TASKS SHALL BE PERFORMED BY THE SPECIAL INSPECTOR.1705.2.11705.2.1YESSPECIALINSPECTIONREQUIREDREFERENCEDSTANDARDVERIFICATION AND INSPECTION--A. WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE1. INSPECTION TASKS PRIOR TO WELDING:IBCREFERENCEVERIFICATION AND INSPECTION TASKS FOR WELDING OF STRUCTURAL STEEL ¹ (AISC 360-10 TABLE N5.4)CONTINUOUSINSPECTION FREQUENCYPERIODICXAISC 360-10N5.4-1:AWS D1.11705.2.1--XYESX--YESX--YESYESX--X--YESYESSPECIAL INSPECTIONS1.SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2021 INTERNATIONAL BUILDING CODE (IBC) BY AN OWNER-APPROVEDSPECIAL INSPECTOR ENGAGED BY THE CONTRACTOR TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY ANAPPROVED AGENCY ACCORDING TO THE CITY'S BUILDING OFFICIAL TO PERFORM THE SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING.THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE SPECIAL INSPECTOR OF ALL TESTS. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TOVERIFY THAT THE ITEMS DETAILED IN THE CONSTRUCTION DOCUMENTS WERE BUILT ACCORDINGLY AND SHALL PREPARE, SIGN, AND FURNISH INSPECTIONREPORTS TO THE BUILDING OFFICIAL AND THE ENGINEER FOR ALL TIME SPENT AT THE SITE. THE INSPECTOR SHALL BRING DISCREPANCIES TO THEIMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THESESPECIAL INSPECTIONS ARE IN ADDITION TO THE OTHER INSPECTIONS LISTED IN THESE STRUCTURAL NOTES OR PROJECT SPECIFICATIONS.2.WHERE STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES ARE SHOP FABRICATED, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATORMAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP ANDTHE FABRICATOR'S ABILITY TO CONFORM TO THE CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS, UNLESS THE FABRICATOR IS REGISTEREDAND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLEC. MATERIAL IDENTIFICATION (TYPE/GRADE) ²D. WELDER IDENTIFICATION SYSTEM ²E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) ²1) JOINT PREPARATION2) DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)3) CLEANLINESS (CONDITION OF STEEL SURFACES)4) TACKING (TACK WELD QUALITY AND LOCATION)5) BACKING TYPE AND FIT (IF APPLICABLE)F. CONFIGURATION AND FINISH OF ACCESS HOLES. ²G.FIT-UP OF FILLET WELDS ²1) DIMENSIONS (ALIGNMENT, GAPS AT ROOT)2) CLEANLINESS (CONDITION OF STEEL SURFACES)3) TACKING (TACK WELD QUALITY AND LOCATION)SPECIALINSPECTIONREQUIREDSPECIALINSPECTIONREQUIREDAISC 360-10N5.4-2:AWS D1.1REFERENCEDSTANDARDIBCREFERENCEREFERENCEDSTANDARDIBCREFERENCEVERIFICATION AND INSPECTIONXA. END CONNECTIONS - WELDING OR BOLTED.1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS.REQUIRED SPECIAL INSPECTION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS (IBC TABLE 1705.2.3)CONTINUOUSINSPECTION FREQUENCYPERIODIC--SJI SPECS PERIBC 2207.11705.2.31. STANDARD BRIDGING--YES2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN IBC SECTION 2207.1SPECIALINSPECTIONREQUIREDREFERENCEDSTANDARDIBCREFERENCEXX--1705.2.2YESB. BRIDGING - HORIZONTAL OR DIAGONAL--SJI SPECS PERIBC 2207.11705.2.31705.2.3X--YESH. CHECK WELDING EQUIPMENT100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:42 PMBID SUBMITTALSPECIAL INSPECTIONS IG-S-4LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS10*
YESACI 318:26.10.1(B)X12.INSPECT FORMWORK FOR SHAPE, LOCATION ANDDIMENSIONS OF THE CONCRETE MEMBER BEINGFORMED.ACI 318:26.10.2X11.VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSINGOF TENDONS IN POST-TENSIONED CONCRETE ANDPRIOR TO REMOVAL OF SHORES AND FORMS FROMBEAMS AND STRUCTURAL SLABS.ACI 318:26.8X10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.XXACI 318:26.9.2.1B. GROUTING OF BONDED PRESTRESSING TENDONSA. APPLICATION OF PRESTRESSING FORCES9. INSPECTION OF PRESTRESSED CONCRETE:ACI 318: 26.4.7-26.4.98.VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATUREAND TECHNIQUES.X7.INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.1908.6,1908.7,1908.8ASTM C172ASTM C31ACI 318:26.4.5,26.12X--3. INSPECTION OF ANCHORS CAST IN CONCRETE.AWS D1.4ACI 318:26.5.41908.4ACI 318 CH. 20,25.2, 25.3,26.5.1-26.5.3XVERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (IBC TABLE 1705.3)1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT.2. REINFORCING BAR WELDING:6.PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.YESYESYESYESYESVERIFICATION, INSPECTION AND TESTINGX5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEENPREPARED PROPERLY.X4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT ANDCOMPACTION OF COMPACTED FILL.X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.XPERIODICCONTINUOUSINSPECTION FREQUENCY1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY.VERIFICATION AND INSPECTION OF SOILS (IBC TABLE 1705.6)YESYESYES3. FOR CONCRETE ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH IBC 2015SECTION 1705.3X2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS(IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE ENDBEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES.XVERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (IBC TABLE 1705.8)1.INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACHELEMENT.VERIFICATION AND INSPECTIONCONTINUOUSINSPECTION FREQUENCYPERIODICVERIFICATION AND INSPECTIONPERIODICCONTINUOUSINSPECTION FREQUENCY----X------------------------------------ ------SPECIAL INSPECTOR MUST BE CERTIFIED BY ACI/CRSI "ADHESIVE ANCHOR INSTALLER. A REPORT MUST BE SUBMITTED TO THE LICENSED DESIGN PROFESSIONAL AND BUILDING OFFICIAL DOCUMENTING, STATING HOW EACH ANCHOR WAS INSTALLED, INCLUDING THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS PER ACI 318XACI 318: 17.8.2SPECIALINSPECTIONREQUIREDSPECIALINSPECTIONREQUIREDSPECIALINSPECTIONREQUIREDREFERENCEDSTANDARDIBCREFERENCEACI 318: CH. 19,26.4.3, 26.4.4X5. VERIFY USE OF REQUIRED DESIGN MIX.XXXX----X--ACI 318:26.4.5--1908.101904.1, 1904.2,1908.2, 1908.31908.9YESYESYESYESYESYESYESYESNONONONOYESYESYESC.INSPECT ALL OTHER WELDS.B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"A.VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706----4. INSPECTION OF POST-INSTALLED ANCHORS IN HARDENED CONCRETE.A.ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLYINCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.B.MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.YESACI 318:26.9.2.3----ACI 318:17.8.2.4ACI 318:17.8.2ACI 318:17.8.2.217.8.2.4-- --100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:43 PMBID SUBMITTALSPECIAL INSPECTIONS IIG-S-5LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS11*
PIER TYPE, TO PIER ELTO PIER DETAILWXXXXX (X) C=X"BEAM SIZEREACTION(SERVICE LOAD)NO OF HEADED STUDSR=XKCAMBERSYMBOLS LEGENDSYMBOLDESCRIPTIONCOMPOSITE STEEL BEAMCONCRETE PIERMOMENT CONNECTIONMOMENT CONNECTIONWXXXXXSTEEL BEAM MOMENT CONNECTIONSLAB OR DECK SPAN DIRECTIONDROP IN SLAB OR DECKDROP AND SLOPE IN SLAB OR DECKSLOPE IN SLAB OR DECKHEAVY STEEL CONNECTIONEXISTING CONSTRUCTIONMASONRY WALLROOF TOP UNIT (RTU)GRATINGCOLUMN SIZEBASE PLATE TYPESTEEL COLUMNCONCRETE COLUMNSTEEL BEAM SPLICEEXISTING COLUMN GRIDNEW COLUMN GRID#MISCELLANEOUS, SEE PLANWINDOW IN MASONRY WALLDOOR IN MASONRY WALLNONLOAD-BEARING WALLVB-VERTICAL STEEL BRACESTUDRAILBEAM SIZE#CONCRETE WALLPRECAST WALL PANEL100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:44 PMBID SUBMITTALSYMBOLS AND ABBREVIATIONSG-S-6LAS/JAFJGJGMKK<File Name = Org.Description>GENERALSTRUCTURALSUPPORT(S) SUPT(S)TEMPERATURE TEMPTENSION TTHICK THKTHREAD(ED) THRDTONGUE AND GROOVE T>OP AND BOTTOM T&BTOP OF TOTOP OF BEAM TOBTOP OF CONCRETE TOCTOP OF FOOTING TOFTOP OF JOIST TOJTOP OF PIER TOPTOP OF PIER (PIPE) CAP TOPCTOP OF STEEL TOSTOP OF WALL TOWTRANSVERSE TRANSVTREAD TRTYPICAL TYPUNLESS NOTED OTHERWISE UNOVERTICAL VERTVERTICAL BRACE VBWATERPROOFING WPFGWATERSTOP WSWEIGHT WTWELDED WIRE MESH WWMWIDTH WWIND LOAD WLWINDOW WDWWITH W/WITHOUT W/OWORK POINT WPMIDDLE MIDMINIMUM MINMISCELLANEOUS MISCMOMENT MMOMENT CONNECTION(S) MCNEAR FACE NFNOMINAL NOMNON-SHRINK NSNOT IN CONTRACT NICNOT TO SCALE NTSNUMBER NO OR #ON CENTER OCOPENING(S) OPNG(S)OPPOSITE OPPOPPOSITE HAND OHOUTSIDE DIAMATER ODOUTSIDE FACE OFOVER-SIZED HOLE OVSPANPPANEL JOINT PJPARALLEL PARPERPENDICULAR PERPPIECE PCPLATE PLPOINT PTPOST-TENSION(ED) P-TPOUNDS # OR LBSPOUNDS PER CUBIC FOOT PCFPOUNDS PER LINEAR FOOT PLFPOUNDS PER SQUARE FOOT PSFPOUNDS PER SQUARE INCH PSIPRE-ENGINEERED METAL BUILDING PEMBPRECAST CONCRETE P/CPREFABRICATED PREFABPRELIMINARY PRELIMPRESSURE TREATED PTPROJECTION PROJQUANTITY QTYRADIUS RREINFORCE(ING)(ED)(MENT) REINFREINFORCED CONCRETE PIPE RCPREMAINDER REMREQUIRE REQREQUIRED REQ'DRETENTION SYSTEM RET SYSRISER RISROOF RFROOF DRAIN RDROOF TOP UNIT RTUROOM RMROUGH OPENING ROROUND RNDSCHEDULE(D) SCHEDSECTION SECTSHEAR VSHEET SHTSHORT SLOTTED HOLE SSLSIDEWALK SWSIMILAR SIMSLAB ON GRADE SOGSPACE SPASPECIFICATION(S) SPEC(S)SPECIFIED SPEC'DSQUARE SQSQUARE FOOT SFSTAGGERED STAGGSTAINLESS STEEL SSSTANDARD STDSTEEL STLSTEEL JOIST INSTITUE SJISTIFFENER STIFFSTIRRUPS STIRRSTRAIGHT STRSTRUCTURAL STRUCT'LSTRUCTURE STRUCTSUBCONTRACTOR SUBCONTRELEVATION ELELEVATOR ELEVEMBEDMENT EMBEDENGINEER ENGREQUAL EQEQUIPMENT EQUIPEXHAUST FAN EFEXISTING EX OREXISTEXPANSION EXPEXPANSION JOINT EJEXTERIOR EXTEXTRA STRONG X-STRFABRICATOR FABRFACE TO FACE F TO FFAR SIDE FSFIELD VERIFY FVFINISH(ED) FIN('D)FINISHED FLOOR FIN FLFIREPROOF(ING) FPFLANGE FLGFLOOR FLFLOOR DRAIN FDFOOT (OR) FEET FTFOUNDATION FNDNFRAMING FRMGGAGE OR GAUGE GAGALVANIZED GALVGENERAL CONTRACTOR GCGRADE GRGRADE BEAM GR BMGRATING GRTGHEADED STUD ANCHOR HSAHEIGHT HTHIGH POINT HPHOLLOW STRUCTURAL SECTION HSSHOOK HKHORIZONTAL HORIZHORIZONTAL BRACE HBHOT-DIP HDHYDROPHILIC HYDINCH ININFORMATION INFOINSIDE DIAMETER IDINSIDE FACE IFINTERIOR INTINTERMEDIATE INTERMJOINT JTJOIST GIRDER JGJOIST(S) JST(S)KIP PER LINEAR FOOT KLFKIP PER SQUARE FOOT KSFKIP PER SQUARE INCH KSIKIPS (1000 LBS) KLENGTH LLIGHTWEIGHT LWLIGHTWEIGHT CONCRETE LWCLIVE LOAD LLLOCATION(S) LOC(S)LONG LEG HORIZONTAL LLHLONG LEG VERTICAL LLVLONG SIDE HORIZONTAL LSHLONG SIDE VERTICAL LSVLONG SLOTTED HOLE LSLLONGITUDINAL LONGLOW POINT LPMANUFACTURE(R) MFRMASONRY MASMATERIAL MATMAXIMUM MAXMECHANICAL MECHMECHANICAL, ELECTRICAL,PLUMBINGMEPMETAL MTLMEZZANINE MEZZABOVE ABVABOVE FINISHED FLOOR AFFADDITIONAL ADDN'LADHESIVE ADHADJACENT ADJAGGREGATE AGGRAIR CONDITIONER A/CAIR HANDLING UNIT AHUALTERNATE ALTALUMINUM ALAMERICAN CONCRETE INSTITUTE ACIAMERICAN INSTITUE OF STEELCONSTRUCTIONAISCANCHOR BOLT ABAND&ANGLE LAPPROVED APPDAPPROXIMATE APPROXARCHITECT ARCHARCHITECTURAL ARCH'LARCHITECTURALLY EXPOSEDCONCRETEAECARCHITECTURALLY EXPOSEDSTRUCTURAL STEELAESSAT@BACK FACE BFBACK TO BACK B TO BBASEMENT BSMTBEAM BMBEARING BRGBELOW FINISH FLOOR BFFBETWEEN BTWNBEVEL(ED) BEV('D)BLOCK BLKBLOCK LINTEL BLBLOCKING BLKGBOTTOM BOTBOTTOM OF BOBOTTOM OF STEEL BOSBRACKET BRKTBRICKLEDGE BRLBRIDGING BRDGBUILDING BLDGCAMBER CCAST-IN-PLACE CIPCEILING CLGCENTER LINE CLCENTER OF GRAVITY CGCENTER OF GRAVITY OR STRAND CGSCLEAR OR CLEARANCE CLRCOLD FORMED STEEL CFSCOLUMN COLCOMPRESSION C OR COMPCONCRETE CONCCONCRETE MASONRY UNIT CMUCONNECTION(S) CONN(S)CONSTRUCTION CONSTCONSTRUCTION JOINT CONST JTCONTINUOUS CONTCONTRACTOR CONTRCONTROL JOINT CJCOORDINATE COORDCOVER PLATE COV PLDEAD LOAD DLDEFORMED BAR ANCHOR DBADEMOLISH DEMODETAIL DTLDIAGONAL DIAGDIAMETER DIA ORDIMENSION(S) DIM(S)DOUBLE DBLDOUBLE EXTRA STRONG XX-STRDOVETAIL DVTLDOWEL(S) DWL(S)DRAWING(S) DWG(S)EACH EAEACH FACE EFEACH WAY EWELECTRICAL ELECNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS12*
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4 R OZONE GENERATION BUILDINGINTERMEDIATE OZONE CONTACTORSPRE-OZONE CONTACTORCHEMICAL CONTAINMENT PITFLOW SPLITTER BOXLIQUID CHEMICAL STORAGEPUMPED DIFFUSION VAULTWATER RECLAMATION BASINMAIN DRAIN SUMPGENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONALNOTES.2.NOT ALL SIDEWALK REPAIRS ARE SHOWNON CIVIL SHEETS.FILTERSEXISTING 180' DIA.CLEARWELLMETERVAULTNO. 3CHLORINE ANDAMMONIA SCRUBBERFLOCCULATION/SEDIMENTATION BASINVFD BUILDINGCLEARWELLBACKWASH GROUNDSTORAGE TANKTRANSFER PUMP STATIONCHLORINE AND AMMONIASTORAGE BUILDINGNOTES BY SYMBOL " "1.BRICK VENEER REPAIRS.2.INSTALL MEDIUM VOLTAGE VARIABLE FREQUENCY DRIVES.3.INSTALL GROUND STORAGE TANK (GST) FOR BACKWASH IMPROVEMENTS.4.BACKWASH GST CONNECTION AND ACTUATOR IMPROVEMENTS.5.BACKWASH IMPROVEMENTS, VALVE REPLACEMENTS, AND ACTUATOR IMPROVEMENTS.6.REPLACE EXISTING VERTICAL TURBINE PUMPS WITH SUBMERSIBLE PUMPS.7.INSTALL ADDITIONAL SUBMERSIBLE PUMP.8.CHAIN-AND-FLIGHT SLUDGE COLLECTORS IMPROVEMENTS AND ACTUATOR IMPROVEMENTS.9.INSTALL AMBIENT OZONE ANALYZER IN PIPE GALLERY AND ACTUATOR IMPROVEMENTS.10.SAFETY IMPROVEMENTS.11.PLUG VALVE REPLACEMENT.12.RECOAT RAW WATER PIPE.13.INSTALL AMBIENT OZONE ANALYZER IN PIPE GALLERY AND ACTUATOR IMPROVEMENTS.14.RE-COAT CAUSTIC AND FERRIC SULFATE CONTAINMENT AREAS.15.REPLACE EXISTING CONTAINMENT PIT WITH CAST-IN-PLACE CONCRETE BASIN.ADMINISTRATION/OPERATIONSBUILDINGREFER TO SHEET C-9REFER TO SHEET C-10REFER TO SHEET C-8REFER TO SHEET C-12REFER TO SHEET C-11MAIN ELECTRICALBUILDINGHIGH SERVICEPUMP STATIONCIVIL
SITE PLAN - KEY MAPC-7 JLN
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DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 8:55 AM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PL-KMAP01.dwg Last Saved: 1/24/2024 8:53 AM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PL-KMAP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-ALL-PL-KMAP01.dwgKEY MAP1" = 80'1NORTH
SCALE IN FEET160'80'040'8935271011121315146141 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/2419
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SEXISTING H-20TRAFFIC RATEDCHEMICAL CHASE(TYP.)30-MW-S 30-MW-S
8-W1-DI 54-MW-S42-MW-S6-D-DI6-D-DI
2-W2-PVC 3-W1-PVC4-D-PVCCHLORINE ANDAMMONIA BUILDINGCHLORINE AND AMMONIASCRUBBERS3-W2-PVC6-RW-DI54-RW-S42-RW-S42-RW-S42-RW-S42-RW-S PRE-OZONECONTACTORFUTUREPRE-OZONECONTACTORPUMPEDDIFFUSIONVAULTEXISTING PIPETRENCH WITH:1-NH3-BS (EX.)3-CLV-PVC (EX.)(2) 1-FS-PVC (EX.)1.5-PEC-PVC (EX.)4-D-PVDF3-W1-PVC8-W1-DI6-W1-DI3-W1-DI8-RW-DI8-W1-DI
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8-RW-DI4-W2-PVCEDGE OF EXISTINGDRAINAGE CHANNELEDGE OFEXISTING ROAD8-D-DI30-MW-S6-W2-PVCEDGE OF EXISTINGDRAINAGE CHANNELEDGE OF EXISTINGDRAINAGE CHANNELDEWATERINGSTATIONNO. 6DEWATERINGSTATIONNO. 5EMO-BFV-WR-292EXISTING H-20TRAFFIC RATEDCHEMICAL CHASE(TYP.)EXISTING FRPGRATING COVEREDCHEMICAL CHASE(TYP.) WITH:CIVIL
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MAJ
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drawing. If not one inch on
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DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
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DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/14/2022 1:55 PM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwg Last Saved: 10/14/2022 1:54 PM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-ALL-PL-YARD01.dwgYARD PIPING PLAN1"=20'2NORTH ADMINISTRATIONBUILDINGLIQUID CHEMICALSTORAGE TANK AREAFLOW SPLITTER BOXEXISTING FRPGRATING COVEREDCHEMICAL CHASE(TYP.) WITH:2-C-PVC (EX.)(2) 2-FS-PVC (EX.)2-HFS-PVC (EX.)EXISTING PIPETRENCH WITH:(3) 3-CLV-PVC (EX.)(3) 1-NH3-BS (EX.)3-W2-PVC (EX.)(3) 1.5-PEC-PVC (EX.)2-C-PVC (EX.)2-FS-PVC (EX.)2-HFS-PVC (EX.)(2) 1-FS-PVC (EX.)(2) 1-C-PVC (EX.)1-HFS-PVC (EX.)2-D-PVC (EX.)4-D-PVCMATCHLINE - SEE SHEET C-9
SCALE IN FEET40'20'010'GENERAL NOTES:1.REFER TO SHEET C-1 FOR ADDITIONAL NOTES.1WR-M-310-BFV-E1NOTES BY SYMBOL " "1.CHEMICAL CONTAINMENT PIT. RE: DRAWINGSCS-D-1 AND CS-M-1 FOR PIPING DETAILS.2.ELECTRICAL AND INSTRUMENTATIONMANHOLES. RE: ELECTRICAL DRAWINGS.3.60" PRE-CAST CONCRETE MANHOLE (TRAFFICRATED). 8-D-DI PIPING AT FLOWLINE ELEVATION586.31± TO BE MODIFIED TO ACCOMODATEMANHOLE. REFER TO STANDARD DETAIL 300 AND308.4.THE 2-SPD-PVC WILL ENTER THE 48" MANHOLEAT FLOWLINE ELEVATION 595.50. A FLANGEDDUCKBILL CHECK VALVE WILL BE INSTALLED ATTHE END OF THE 2-SPD-PVC WITHIN THEMANHOLE.5.ELECTRICAL AND INSTRUMENTATION MANHOLESTO BE EQUIPPED WITH A SIMPLEX SUMP PUMPARRANGEMENT (DETAIL 352).6.FLOW SPLITTER BOX DRAIN VALVEREPLACEMENT. REFER TO PLAN SERIES "SB".22-SPD-PVC4-D-PVC54364-D-PVC2 SY FULL PANELCONCRETEPAVEMENT REPAIR2 SY FULL PANELCONCRETEPAVEMENT REPAIR2022-10-2120
*
2022-10-2121
*
2022-10-2122
*
4 R CONCRETE PAVINGREFER TO C-17FOR DETAILSRE-ROUTE 2" DRAINLINE AROUND VFDBUILDINGRE-ROUTE 2" SAMPLELINE AROUND VFDBUILDINGCIVIL
YARD PIPING PLAN IVC-11 KEC
MAJ
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
JAN 2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 10:08 AM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwg Last Saved: 1/24/2024 10:07 AM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
SHORT-TERM SODIUM HYPOCHLORITE CONVERSION
CV-ALL-PL-YARD01.dwgYARD PIPING PLAN1"=40'1NORTH CLEARWELLVFD BUILDING(REFER TO PLANSERIES PSE)SLURRY TRENCHFLEXBASE ROAD8-W1-DI 60-FE-S2-D-PVCELECTRICALDUCTBANK8-W1-DIFLEXBASE ROADCONCRETEDRAINAGE SWALE8-W1-DIGENERAL NOTES:1.REFER TO DRAWING C-1 FORADDITIONAL NOTES.HIGH SERVICEPUMP STATION60-FW-S42-FW-S 2-D-PVC8-W1-DI2-D-PVC54-FW-S16-SBW-S 42-FE-SSCALE IN FEET080'40' MATCHLINE - SEE SHEET C-4 SITE PLAN AREA - SEE SHEET C-1VALVE VAULTREFER TOSHEET C-102-SPD-PVCNOTES BY SYMBOL " "1.ELECTRICAL AND INSTRUMENTATIONMANHOLES. RE: ELECTRICAL DRAWINGS.2.FIELD ROUTE DRAIN LINE FROM THEMANHOLES TO NEW CONCRETE SWALE.3.ELECTRICAL AND INSTRUMENTATIONMANHOLES TO BE EQUIPPED WITH ASIMPLEX SUMP PUMP ARRANGEMENT(DETAIL 352)212-SPD-PVC3FUTURE CLEARWELL (TYP. OF 5)CONNECTRELOCATED 2-D-PVCTO EXISTING 2-D-PVCREFER TO C-18 FORDRAINAGE SWALEDETAILSCONNECT TOEXISTING 2-D-PVC2-D-PVC2-SA-PVC2-SA-PVC
60" BLIND FLANGE60" DIA. SPOOL PC.(5'-0" LENGTH)CUT IN ANDINSTALL 60" TEEW/FLANGE BRANCH60" FLANGED BFVWITH VALVE BOX60" RESTRAINEDFLANGEDCOUPLINGADAPTER60-FE-S11 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24
2024/01/2423
*
60-FE-S8-DE-DIDEWATERINGWELLPLANT ROADSLURRYTRENCHCIVIL
.
YARD PIPING PLAN VC-12 KEC
MAJ
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
JAN 2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 10:10 AM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwg Last Saved: 1/24/2024 10:09 AM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PL-YARD01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
SHORT-TERM SODIUM HYPOCHLORITE CONVERSION
CV-ALL-PL-YARD01.dwgYARD PIPING PLAN1"=20'2NORTH MATCHLINE - SEE SHEET C-10SCALE IN FEET40'20'010'GENERAL NOTES:1.REFER TO SHEET C-1 FOR ADDITIONALNOTES.322-30-BFV-MW/ RESTRAINEDFCA1630-BWS-S
330-BWS-S730-BWS-S530-BWS-SNOTES BY SYMBOL " "1.30" x 24" CONCENTRIC REDUCER2.24" OUTLET FLOW METER VAULT. REFER TOC-14 FOR DETAILS3.30" FLOW CONTROL VAULT. REFER TO C-15 FORDETAILS4.RESERVED5.30" STEEL 45 DEGREE BEND6.30" x 30" 90-DEGREE BEND7.30" x 30" FLG TEE WITH BLIND FLANGE8.TANK DRAIN, REFER TO BW-M-11 FOR DETAIL.9.24" INLET FLOW METER VAULT. REFER TO C-13FOR DETAILS.30-BWS-SWINDING AREAFOR GSTCONSTRUCTION30-BFV-E,BFV-BWS-2322-30-BFV-MW/ RESTRAINEDFCA30-BFV-E,BFV-BWS-19132-SPD-PVC14-D-PVC
2-SPD-PVC
3-SPD-PVC2-SPD-PVC2-SPD-PVC24-BWS-S8"x 8" CURBRE: DT 5/ SD-S-414" OVERFLOWPIPE88 SY CONCRETESPLASH PAD, REFERTO BW-M-11 FORDETAILS8"x 8" CURBRE: DT 5/ SD-S-46-V-DI10-D-DI8680 SY FULLPANEL CONCRETEPAVEMENTREPAIR17 SY CONCRETESPLASH PAD. REFERTO BW SHEETS71261 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 112024/01/2424
*
MSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/17/2022 10:46 AM Plot By: tmg Filename: N:\WW\Drawings\WW-MH-DT-TYP01.dwg Last Saved: 10/17/2022 10:45 AM Saved By: tmgFilename: N:\WW\Drawings\WW-MH-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-MH-DT-TYP01.dwg
CIVIL
24" INLET FLOW METER VAULT
PLANS AND SECTIONSC-13KECKEC
TMG
.
DWS NOTES BY SYMBOL " "1.ALUMINUM LADDER WITH SAFETY EXTENSIONPOLE.2.42" x 42" ALUMINUM ACCESS HATCH W/ 316SS HARDWARE.3.24" FLEXIBLE COUPLING (RESTRAINED).4.30" x 24" CONCENTRIC REDUCER.5.FLOW METER.6.24" DISMANTLING JOINT.7.18" MOW STRIP (DETAIL 545/ TYPE A).8.6" GOOSENECK VENT, 6" DI FLG 90-DEG BENDSCONNECTED TO 6" DI FLG x FLG.9.INSECT SCREEN (FRP, 16 MESH) SECUREDBETWEEN TWO FLANGES.10.NOT USED.11.EXTEND 6-V-DI TO 6" BELOW BOTTOM OF TOPSLAB INSIDE THE VAULT.12.EXTEND 6-V-DI TO 6" ABOVE FINISHED FLOORINSIDE THE VAULT.13.REMOVABLE COVER, 3'-4" X 8'-8".14.18" THICK CONCRETE SLAB, 18" WIDE FROMVAULT OUTER WALL.51343-TOP PLAN1/2"=1'-0"1LOWER PLAN1/2"=1'-0"2DIRECTION OF FLOW2-SPD-PVCSECTION1/2"=1'-0"32'-0"2'-0"2'-0"20'-0"10'-0"8'-0"10'-4"
1'-6"4'-2"22' x 2' x 2' SUMPWITH SIMPLEXSUMP PUMP12123'-0"MIN.VAULTOPENING343-GRADE EL 599.00 ±24-BWS-S TOP EL 594.75 ±FLOW METER2-D-PVCTOP EL. 595.002' x 2' x 2' SUMPWITH SIMPLEXPUMP4'-3"TOP OF SLAB EL 590.84 ±1'1/2"=1'-0"02'4'98PIPE PENETRATION342TYPE C1'-11"
3'-11"PIPE PENETRATION342TYPE C352-PIPE PENETRATION342TYPE DPIPE PENETRATION342TYPE DGENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONALNOTES.2.REFER TO BW-S-1 FOR STRUCTURALDETAILS.3.CONTRACTOR WILL PROVIDE FLANGEDSPOOL PIECE THE SAME LENGTH ASTHE FLOW METER TO ALLOW SPOOLPIECE TO BE INSTALLED IN PLACE OFTHE FLOW METER WHEN IT ISREMOVED FOR MAINTENANCE.4.REFER TO PIPE SUPPORT DETAIL340/TYPE U FOR VENT AND DRAINPIPING ALONG CONCRETE FLOORS ANDWALLS.5.REFER TO PIPE SUPPORT DETAIL340/TYPE R FOR VENT AND DRAINVERTICAL PIPE SUPPORTS IN CONCRETESTRUCTURES.1'-0"1'-0"1'-0"1'-0"1'-6"5'-0"61224-BWS-S30-BWS-SALUMINUMGRATING30-BWS-S2'-0"59118713147713352-SLOPE RE:BW-S-18'-0"10'-4"129CONCRETE PIPESUPPORT. REFERTO 4/SD-S-46-V-DINORTHNORTH2022-10-2125
*
2022-10-2126
*
NORTH
NORTH 2022-10-2127
*
MSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCT. 2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 9:37 AM Plot By: tmg Filename: N:\WW\Drawings\WW-MH-DT-TYP01.dwg Last Saved: 1/23/2024 9:36 AM Saved By: tmgFilename: N:\WW\Drawings\WW-MH-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CIVIL
60" FLOW CONTROL VALVE VAULT
PLANS AND SECTIONSC-16.KEC
TMG
-
DWSNOTES BY SYMBOL " "1.ALUMINUM LADDER WITH LADDER SAFETY EXTENSION POLE.2.42" x42" ALUMINUM ACCESS HATCH W/ 316 SS HARDWARE(BEYOND).3.60" FLEXIBLE COUPLING (RESTRAINED).4.4" WELDED FLANGED OUTLET WITH BLIND FLANGE DRILLED ANDTAPPED FOR 2" NIPPLE WITH 2" FLANGED 316 SS BALL VALVE AND316 SS BLIND FLANGE FOR FUTURE CHEMICAL INJECTION.5.ELECTRIC OPERATED ACTUATOR WITH MANUAL HAND WHEEL.6.6" GOOSENECK VENT W/INSECT SCREEN. 6" DI FLG 90-DEG BENDSCONNECTED TO 6" DI FLG x FLG WALL FITTING.7.INSECT SCREEN (FRP MESH) SECURED BETWEEN TWO FLANGES.8.CONCRETE MOW STRIP 18" WIDE, 4" THICKNESS.9.CONCRETE FOOTING 18" WIDE, 18" THICKNESS.3-2-D-PVC2160-FE-S VALVE VAULT DETAILS - TOP1/2"=1'-0"160-FE-S VALVE VAULT DETAILS - LOWER PLAN1/2"=1'-0"23360"DISMANTLINGJOINTFLOW DIRECTION4414'-0"16'-4"2'-2"2'-0"
13'-0"15'-4"60-FE-S VALVE VAULT DETAILS - SECTION1/2"=1'-0"38'-0"8'-2"MIN. VAULTOPENINGFLOW DIRECTIONFLOW DIRECTION
GRADE EL 597.50 ±EL 585.75 ±2' x 2' x 2' SUMPWITH SIMPLEX SUMPPUMP (BEYOND)51'-2"2-SPD-PVC1'1/2"=1'-0"02'4'1'-3"TOP EL593.50TOP EL 592.50 ±2'-6"
5'-0"671'-0"1'-0"PIPE PENETRATION342TYPE C2-SPD-PVC342TYPE DPIPE PENETRATION2' x 2' x 2' SUMPWITH SIMPLEXSUMP PUMP60" FLOW CONTROLBUTTERFLY VALVEPIPE PENETRATION342TYPE DCONCRETE PIPESUPPORT.REFER TO 4/SD-S-4316 SS SOLIDEXTENSION STEMCORE DRILL OPENINGFOR EXTENSIONSTEM35235261'-0"1'-0"76"6342TYPE CPIPE PENETRATIONGENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONALNOTES.2.REFER TO BW-S-1 FOR STRUCTURALDETAILS.3.REFER TO PIPE SUPPORT DETAIL340/TYPE U FOR VENT AND DRAINPIPING ALONG CONCRETE FLOORS ANDWALLS.4.REFER TO PIPE SUPPORT DETAIL340/TYPE R FOR VENT AND DRAINVERTICAL PIPE SUPPORTS IN CONCRETESTRUCTURES.6"66-V-DI EXTENSION TO6" ABOVE FINISHED FLOOR6-V-DI EXTENSION TO6" BELOW TOP SLABALUMINUMGRATINGSLOPERE:BW-S-1NORTH512NORTH987976"1821 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/244411
2024/01/2428
*
POINT TABLEPNT1234567NORTHING7175020.507175070.497175035.297175055.297175034.257175054.257175068.84EASTING2409279.552409278.882409264.352409264.082409187.122409186.852409151.65DESCRIPTIONPVMT EDGEPVMT EDGEPVMT EDGEPVMT EDGEPVMT EDGEPVMT EDGEPVMT EDGEPOINT TABLEPNT891011121314NORTHING7175069.077175077.557175077.787175121.147175121.087175072.427175072.55EASTING2409171.652409151.552409171.552409144.212409139.212409139.782409151.61DESCRIPTIONPVMT EDGEPVMT EDGEPVMT EDGESIDEWALKSIDEWALKSIDEWALKSIDEWALKPOINT TABLEPNT15161718192021NORTHING7175072.797175077.847175077.957175072.957175126.337175125.977175077.47EASTING2409171.612409176.222409186.212409186.272409175.662409144.162409144.72DESCRIPTIONSIDEWALKBUILDING CORNEREXISTING BUILDING CORNEREXISTING SIDEWALK CORNERBUILDING CORNERBUILDING CORNERBUILDING CORNERPOINT TABLEPNT22232425262728NORTHING7175077.077175077.117175126.817175125.617175080.407175080.407175192.82EASTING2409110.222409113.222409109.652409112.662409179.712409182.712409178.34DESCRIPTIONCONCRETE SWALECONCRETE SWALECONCRETE SWALECONCRETE SWALECONCRETE SWALECONCRETE SWALECONCRETE SWALEPOINT TABLEPNT29303132333435NORTHING7175197.067175212.197175212.207175978.387175929.417175939.407175910.41EASTING2409178.292409178.102409181.102408651.912408667.792408685.572408603.08DESCRIPTIONCONCRETE SWALECONCRETE SWALECONCRETE SWALETANK CENTERSIDEWALK EDGESIDEWALK EDGEDRAIN PIPE CENTER12345678910111213141516171819202122232425262728293031R35'R15'20'5'1.5'R15'R15'3'6.5'13'5.0'3233345.0'20'5.0'16'35SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/17/2022 9:12 AM Plot By: 02944 Filename: N:\IF\Drawings\1. General\CV-PL-ALL-PAVE.dwg Last Saved: 10/17/2022 9:11 AM Saved By: 02944Filename: N:\IF\Drawings\1. General\CV-PL-ALL-PAVE.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-PL-ALL-PAVE.dwgNORTH CIVIL
PAVING AND DIMENSION
CONTROL PLANC-17IDW
IDW
.
.LEGEND1COORDINATE POINTS1NEW CONCRETE SIDEWALK, REFERTO DETAIL 2, SHEET SD-C-1.PAVEMENT SAW CUTNEW CONCRETE PAVEMENT, REFERTO DETAIL 1, SHEET SD-C-1.ABACKWASH GSTDETAILED GRADING1" = 20'-0"NORTH-BVFD BUILDINGDETAILED GRADING1" = 20'-0"NORTH-SCALE IN FEET40'20'010'NEW CONCRETE SWALE, REFERTO DETAIL 3, SHEET SD-C-1.RE. C-10 FORADDITIONALINFORMATIONEXISTINGCONCRETE SWALERE. BW-M-1 FORADDITIONALINFORMATIONRE: DETAIL 3,SHEET SD-C-1DESNECIL REENIGNELANOISSEFORSTATEO
S
A
XETF
PISAAC D. WOOD
142408
10-17-202229
*
VFD BUILDINGFF=595.50595
5
9
6
5
9
7596
595
594
59359259
4
593592594597596595594596595594594.73594.26593.86593.82594.43594.83595.32595.31595.38595.38595.38595.38595.48595.43595.14595.39594.59594.46594.595
9
5
5
9
6594.35594.11594.19593.61595.25595.10595.00595.00595.25595.25595.25594.90BACKWASH GSTFF=603.0059960060160259
9598599599-25.00%-2.00%-22.67%600599601602
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/17/2022 9:14 AM Plot By: 02944 Filename: N:\IF\Drawings\1. General\CV-PL-ALL-GRAD.dwg Last Saved: 10/17/2022 9:10 AM Saved By: 02944Filename: N:\IF\Drawings\1. General\CV-PL-ALL-GRAD.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-PL-ALL-GRAD.dwgLEGEND595595TOP OF PAVEMENT ELEVATIONNATURAL GROUND ELEVATIONEXISTING ELEVATIONEXISTING CONTOURSPROPOSED CONTOURS595.00595.00595.00ABACKWASH GSTDETAILED GRADING1" = 20'-0"NORTH-BVFD BUILDINGDETAILED GRADING1" = 20'-0"NORTH-SCALE IN FEET40'20'010'NORTHCIVIL
.
GRADING PLANC-18IDW
IDW
.
.
DESNECIL REENIGNELANOISSEFORSTATEO
S
A
XETF
PISAAC D. WOOD
142408
10-17-202230
*
NORTH 2022-10-2131
*
610605600595590585580575570565610605600595590585580575570565-1+001+002+002+503+003+501+500+500+00-0+50MCIVIL
BACKWASH IMPROVEMENTS
PLAN AND PROFILE IIC-20YL
TMG
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/25/2024 8:21 AM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PP-YARD02.dwg Last Saved: 1/25/2024 8:20 AM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PP-YARD02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-ALL-PP-YARD02.dwgSCALE IN FEET40'20'010'STA 1 + 42.514-D-PVCTOP = 591.67FL = 590.50STA 0 + 00PROFILE:SCALE: HORIZONTAL 1"=20'VERTICAL: 1" = 5'TANK BASE EL 603.00STA 0 + 14.5 INSTALL30" ISOLATIONBUTTERFLY VALVERE: DETAIL 322STA 0 + 58.3INSTALL (1) 30"90 DEG BENDGRADE EL 599.00TOP 30-BWS-S 595.00STA 1 + 42.5DEMOLISH ANDREPLACE 14-D-DITOP = 592.00FL = 590.83STA 0 + 30.8FLOW CONTROLVALVE VAULTSTA 0 + 93.6FLOW METERVAULTOUTLET FROM GST30-BWS-SGSTPLAN:SCALE: 1"=20'STA 0 + 9.5INSTALL 30"ISOLATIONBUTTERFLY VALVEN: 7175969.55E: 2408598.25STA 1 + 09.9INSTALL (1)CONCENTRICREDUCER 30" x 24"N: 7175968.17E: 2408589.84STA 0 + 93.6FLOW METERVAULT REFER TOC-12N: 7175997.16E: 2408551.48STA 0 + 79.9INSTALL (1)CONCENTRICREDUCER 30" x 24"N: 7175979.81E: 2408549.99STA 0 + 58.3INSTALL (1) 30"90 DEG BENDN: 7175962.10E: 2408552.90STA 0 + 30.8FLOW CONTROLVALVE VAULT SEEC-12 FOR DETAILSN: 7175969.93E: 2408575.39STA 2 + 00STA 3 + 00STA 1 + 00MATCHLINE STATION 3+50STA 3 + 50PIPING UNDERTANK BACKFILLRE: 2/ SD-18STA 1 + 09.9INSTALL 30"x 24"CONCENTRICREDUCERSTA 0 +79.9INSTALL 30"x 24"CONCENTRICREDUCERBACKFILL RE: 4/SD-18BACKFILL RE: 1/SD-18BACKFILL RE: 4/SD-1830" RESTRAINED FCABACKFILL RE: 1/SD-18BACKFILL RE: 3/SD-18BACKFILL RE: 3/SD-1830" 90DEG BENDN: 7175960.44E: 2408568.16N: 7176003.84E: 2408541.60NORTHTOP 30-BWS-S 595.00STA 2 + 96.53INSTALL (1) 30" TEEW/BLIND FLANGEN: 7176183.09E: 2408534.99STA2+ 78.81INSTALL (1) 30"90 DEG BENDSTA 2 + 78.81INSTALL (1) 30" 90DEG BENDN: 7176179.67E: 2408517.63STA 2 + 96.53INSTALL (1) 30" TEEW/BLIND FLANGEN: 7176183.09E: 2408534.99111 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24
2024/01/2431
*
FILTER
RECYCLE
SUMP
12-FR-DI
10-FR-DI4-W2-PVC
48-FI-S605600595590585580575570565
6056005955905855805755705653+504+005+006+007+004+505+506+507+508+00CIVIL
BACKWASH IMPROVEMENTS
PLAN AND PROFILE IIIC-21YL
TMG
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/25/2024 8:49 AM Plot By: tmg Filename: N:\WW\Drawings\CV-ALL-PP-YARD03.dwg Last Saved: 1/25/2024 8:48 AM Saved By: tmgFilename: N:\WW\Drawings\CV-ALL-PP-YARD03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-ALL-PP-YARD03.dwgSCALE IN FEET40'20'010'STA 7 + 39.6INSTALL 30"90 DEG BENDN: 7176254.3992E: 2408971.6140STA 3 + 00PROFILE:SCALE: HORIZONTAL 1"=20'VERTICAL: 1" = 5'EXISTINGCHEMICAL TRENCHEXISTING 48-FI-SEXISTING 24-D-DIPLAN:SCALE: 1"=20'STA 4 + 00.4INSTALL 30" x 30"FLG TEE W/ BLINDFLANGESTA 4 + 00.4INSTALL 30" FLGTEE W/ BLINDFLANGE TOFUTURE FILTERSN: 7176199.9544E: 2408637.3955STA 5 + 05.8INSTALL 30" FLGTEE W/ BLINDFLANGE TOFUTURE FILTERSN: 7176217.0532E: 2408741.3446STA 5 + 96.9 INSTALL30" FLG TEEN: 7176231.8423E: 2408831.2514STA 6 + 33.0 INSTALL30" FLG TEEN: 7176237.6901E: 2408866.8020STA 7 + 10.2 INSTALL30"FLG TEEN: 7176250.2254E: 2408943.0073STA 5 + 05.8INSTALL 30"x 30"FLG TEE W/ BLINDFLANGESTA 5 + 96.9INSTALL 30"x 30"FLG TEESTA 6 + 33.0INSTALL 30"x 30"FLG TEESTA 7 + 10.2INSTALL30"x 30"FLG TEESTA 4 + 00STA 5 + 00STA 6 + 00STA 7 + 00MATCHLINE STA 3 + 50
TO FILTERSCONCRETEPAVEMENT REPAIRRE: C-4EXISTING GRADE 599.00BACKFILL RE: 4/SD-18BACKFILLRE: 1/SD-18BACKFILL RE: 4/SD-18EXISTING SLURRYTRENCHNORTHSTA 7 + 39.6INSTALL 30"90 DEGBEND1 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/2433
*
NORTH 2022-10-2134
*
SHEETSEQF&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 21444055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Fax -(817) 735-7491Web -www.freese.comISSUED FOR BID04/13/20AuthorARL18698DesignerCheckerApproverNO.ISSUEBYDATEBID SUBMITTALDTN20672OCT. 2023KECTMG-DWS1ISSUED FOR BIDJLN08/11/2020101 S. Locust Street, Suite 202Denton, Texas 76201Phone - (940) 220-4340Web - www.freese.com2CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPRO CIVILTREE PROTECTION PLANC-23TREENO. 3TREE PROTECTION PLANNORTH1" = 30'EXISTING FENCETREE PROTECTIONFENCE, TYP. REF SHEETC-24 FOR DETAILS1.2.3.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALLFRANCHISE AND CITY UTILITIES AND FOR THE LOCATION ANDMARKING OF ALL EXISTING UNDERGROUND AND ABOVE GROUNDUTILITIES IN THIS AREA PRIOR TO CONSTRUCTION.ALL TREE PROTECTION ACTIVITIES MUST COMPLY WITH THE CITY OFDENTON LAND DEVELOPMENT CODE. THE NATURAL VEGETATIVECOVER MUST BE RETAINED TO THE MAXIMUM EXTENTPRACTICABLE.REFER SHEET C-24 FOR ADDITIONAL DETAILS.TREENO. 1TREENO. 2SCALE IN FEET60'30'010'20'LEGENDEXISTING TREE TO REMAINEXISTING TREE TO BETREE PROTECTION FENCE(SEE SHEET C-24 FORDETAILS)EXISTING TREE PRESERVATION LISTTREE NO.COMMON NAME OF TREELANDMARK TREE CIRCUMFERENCE DIAMETER (DBH) STATUS CLASSIFICATION ACTION SITE LOCATION1 LIVE OAK NOT APPLICABLE 10 HEALTHY QUALITY PRESERVEDEVELOPMENT IMPACT AREA (DIA)2BALD CYPRESSNOT APPLICABLE12HEALTHYQUALITYPRESERVEDIA3LIVE OAKNOT APPLICABLE10HEALTHYQUALITYPRESERVEDIA2023/10/1635*
SHEETSEQF&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 21444055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Fax -(817) 735-7491Web -www.freese.comISSUED FOR BID04/13/20AuthorARL18698DesignerCheckerApproverNO.ISSUEBYDATETTTTTTT
T
T
TREE PROTECTION FENCE DETAIL - PLAN VIEWNOT TO SCALE21. TREE PROTECTION FENCE SHALL BE ERECTED AROUNDEACH PROTECTED TREE OR GROUP OF PROTECTED TREESAT LEAST TWO FEET BEYOND THE DRIP-LINE, UNLESSSHOWN OTHERWISE ON THE DRAWINGS.2. DURING CONSTRUCTION, NO ACCESS IS PERMITTEDWITHIN THE PROTECTIVE FENCE FOR ANY PURPOSE,EXCEPT TRASH REMOVAL AND LANDSCAPE MAINTENANCE.3. DURING CONSTRUCTION, AREA WITHIN THE TREEPROTECTION FENCE SHALL BE WATERED AT A RATE WHICHPROVIDES ONE INCH OF WATER PER WEEK, INCLUSIVE OFRAINFALL.4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANDAVOIDING UNDERGROUND UTILITIES OR OTHERIMPROVEMENTS PRIOR TO PLACEMENT OF TREEPROTECTION FENCING.5. NO MATERIAL STORAGE PERMITTED INSIDE FENCE AREAS.MAX. POST SPACING2' MIN.FENCE LOCATIONS(SEE DRAWINGS)FENCE LOCATED 2'-0" MIN.OUTSIDE DRIPLINE (UNLESS SHOWNOTHERWISE ON THE DRAWINGS)DRIPLINE/CRITICALROOT ZONE(SEE DRAWINGS)TLIMITS OF DRIPLINETREE PROTECTION DETAILNOT TO SCALE1REFER TO EXISTING CONDITIONS AND DEMOLITIONPLAN FOR EXISTING TREES TO REMAIN2'-0"2'-0"USE AIRSPADE TO REMOVE SOIL WITHINDRIPLINE UNDER THE CONTINUOUS,ON-SITE SUPERVISION OF A CERTIFIEDARBORISTDEAD TREES AND SCRUB OR UNDERGROWTHSHALL BE CUT FLUSH WITH EXISTING GRADE.NO GRUBBING ALLOWED UNDER DRIP LINE.EXISTING GRADE SHALL BE MAINTAINED.--ORANGE CONSTRUCTION '-0"NOTES:46'BID SUBMITTALDTN20672OCT. 2023KECTMG-DWS101 S. Locust Street, Suite 202Denton, Texas 76201Phone - (940) 220-4340Web - www.freese.com2CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPRO CIVILTREE PROTECTION DETAILSC-246' T POSTEXISTING GRADE TOREMAIN UNDISTURBEDFENCING OR APPROVED EQUAL1.2.3.4.5.PRIOR TO GRADING, BRUSH REMOVAL, OR CONSTRUCTION, THE CONTRACTORMUST CLEARLY TAG OR MARK ALL TREES TO BE PRESERVED.THE CONTRACTOR MUST ERECT AN ORANGE PLASTIC MESH FENCE, OR OTHERAPPROVED FENCING MATERIAL, A MINIMUM OF FOUR FEET IN HEIGHT AROUNDEACH TREE OR GROUP OF TREES TO PREVENT THE PLACEMENT OF DEBRIS,EQUIPMENT, OR FILL WITHIN THE DRIPLINE OR CRITICAL ROOT ZONE. THE CONTRACTOR MUST PROHIBIT CLEANING, PARKING, OR STORAGE OFEQUIPMENT OR MATERIALS UNDER THE CANOPY OF ANY TREE OR GROUP OFTREES REQUIRED TO BE PRESERVED. THE CONTRACTOR MUST NOT ALLOW THEDISPOSAL OF ANY WASTE MATERIAL HARMFUL TO TREE GROWTH AND HEALTH,SUCH AS, BUT NOT LIMITED TO, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, ORMORTAR IN THE DRIPLINE AREA.NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAN THOSE INTENDED TOIDENTIFY OR PROTECT A PROTECTED TREE, SHALL BE ATTACHED TO ANY TREE.NO FILL OR EXCAVATION MAY OCCUR WITHIN THE DRIPLINE OF A TREE TO BEPRESERVED UNLESS THERE IS A SPECIFIC APPROVED PLAN FOR USE OF TREEWELLS OR RETAINING WALLS. ANY PLAN PROPOSING THE USE OF TREE WELLS ORRETAINING WALLS WITHIN THE DRIPLINE OF A TREE TO BE PRESERVED MUST BEDESIGNED BY A LICENSED LANDSCAPE ARCHITECT. MAJOR CHANGES OF GRADE(FOUR INCHES OR GREATER) WILL REQUIRE ADDITIONAL MEASURES TOMAINTAIN PROPER OXYGEN AND WATER EXCHANGE WITH THE ROOTS. INADDITION, THE CONTRACTOR SHOULD ADHERE TO THE FOLLOWING GUIDELINESTO PROTECT THE TREES TO BE PRESERVED:- WITH GRADE CHANGES, A REINFORCED RETAINING WALL OR TREE WELL OF ADESIGN APPROVED BY THE OWNER SHOULD BE CONSTRUCTED AROUND THETREE NO CLOSER THAN HALF THE DISTANCE BETWEEN THE TRUNK AND THE DRIPLINE. THE RETAINING WALL SHOULD BE CONSTRUCTED SO AS TO MAINTAIN THEEXISTING GRADES AROUND A TREE OR GROUP OF TREES.-AT NO TIME SHOULD A WALL, PAVEMENT, OR POROUS PAVEMENT BE PLACEDCLOSER THAN FIVE FEET OR ONE FOOT FOR EVERY TWO INCHES IN CALIPER,WHICHEVER IS GREATER, TO THE TRUNK OF THE TREE.-IN INSTANCES WHERE TREE WELLS OR RETAINING WALLS ARE APPROVED, ROOTPRUNING MAY BE NECESSARY WHEN THE CRITICAL ROOT ZONE IS TO BEDISTURBED. -CONTRACTOR TO DETERMINE IF THE PROPOSED SIDEWALK, DRIVE, OR OTHERPAVED SURFACE MUST BE PLACED WITHIN THE DRIP LINE OF AN EXISTING TREE.IF WITHIN THE DRIPLINE, CONTRACTOR MUST INFORM THE OWNER ANDOWNERS REPRESENTATIVE TO RECEIVE APPROVAL FOR CONSTRUCTIONMETHODS THAT WILL ALLOW THE PASSAGE OF WATER AND OXYGEN TO TREE.2023/10/1636*
X X XXXXXXXXXXXXXXXX
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 10:16 AM Plot By: tmg Filename: N:\WW\Drawings\WW-OA-PL-SITE02.dwg Last Saved: 1/24/2024 10:15 AM Saved By: tmgFilename: N:\WW\Drawings\WW-OA-PL-SITE02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-OA-PL-SITE02.dwg
CIVIL
RAW WATER PUMP STATION AREA PLANRW-C-1.YL
TMG
.
DWSPLAN1"=20'1EXISTINGRAW WATERPUMP STATIONEXISTINGELECTRICALBUILDINGEXISTING CHEMICALFEED BUILDINGEXISTING60-RW-S60"60"6
0
"EXISTINGVALVE VAULT 2(CITY OF DENTON)REFER TO DWG.RW-C-2 FOR DETAILSEXISTINGVALVE VAULT 1(USACE)EXISTING2-W2-PVCEXISTING1-W1-PVC
GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.THE EXISTING VALVE VAULT 2 HAS ANAPPROXIMATE DEPTH OF 24'-6".EXISTINGMETERBOX)EXISTING2-RW-PVCEXISTING2-SP-SSEXISTING2-SP-SSEXISTING2-RW-PVC12"SCALE IN FEET40'20'010'48"NORTH11 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24
2024/01/2437
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 4:12 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-RWP-PL-SITE04.dwg Last Saved: 10/10/2022 4:07 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-RWP-PL-SITE04.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-RWP-PL-SITE04.dwg
CIVIL
RAW WATER VALVE VAULT NO. 2 DETAILSRW-C-2YL
TMG
-
DWS PLAN VALVE VAULT NO. 21/4"=1'-0"11/4"=1'-0"2'01'4'8'EXISTINGMANWAYEXISTING OPENINGSNOTES BY SYMBOL " "1.CONTRACTOR MUST COMPLETE THE INSTALLATION OF A 42-INCH ACCESS MANWAY INTO THE EXISTING 60-INCH STEEL PIPE.1.1. CONTRACTOR TO REMOVE EIGHT (8) BOLT SETS FROM THE BLIND FLANGE ASSEMBLY.1.2. CONTRACTOR TO REMOVE BLIND FLANGE FROM THE PIPE STUB TO EXPOSE THE AREA OF THE 60-INCH STEEL PIPE TO BE REMOVED TO CREATE THE ACCESS MANWAY.1.3. CONTRACTOR TO REMOVE A PORTION OF THE STEEL PIPE TO CREATE AN ACCESS MANWAY. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING THE OUTER MORTAR, STEEL PIPE COUPON, AND INTERIOR MORTAR OF THE EXISTING 60-INCH DIAMETER STEEL PIPE LOCATED WITHIN THE 42-INCH DIAMETER EXTENSION.1.4. THE CONTRACTOR WILL REPAIR THE LINING OF THE 60-INCH STEEL RAW WATER PIPE WITH MORTAR TO MATCH EXISTING LINER.1.5. THE INTERIOR SURFACES OF THE 42-INCH PIPE STUB AND BLIND FLANGE MUST BE COATED WITH A SYSTEM SUITABLE FOR POTABLE WATER CONTACT AND MEET THEREQUIREMENTS OF SECTION 09 96 00.01 "HIGH PERFORMANCE COATINGS".1.6. THE EXTERIOR SURFACES OF THE 42-INCH PIPE STUB AND BLIND FLANGE MUST BE COATED WITH A SYSTEM MEETING THE REQUIREMENTS OF SECTION 09 96 00.01"HIGH PERFORMANCE COATINGS".1.7. REINSTALL THE 42-INCH BLIND FLANGE WITH NEW STAINLESS STEEL BOLT/NUT/WASHER SETS AND GASKET. CONTRACTOR MUST USE ANTI-SEIZE PRODUCT ON BOLT/NUT SETS DURING INSTALLATION.2.THE CONTRACTOR MUST COMPLETE THE INSTALLATION OF AN ELECTRIC MOTOR OPERATOR ON THE EXISTING 60-INCH BUTTERFLY VALVE.2.1. THE CONTRACTOR WILL REMOVE THE EXISTING VALVE STEM EXTENSION AND VALVE STEM GUIDES.2.2.THE CONTRACTOR WILL REPLACE THE GEAR BOX ON THE EXISTING 60-INCH BUTTERFLY VALVE.2.3.UPON COMPLETION OF THE REPLACEMENT AND REPAIR WORK ON THE GEAR BOX, THE CONTRACTOR WILL FURNISH AND INSTALL VALVE STEM EXTENSION AND VALVE STEM GUIDES.2.4.THE CONTRACTOR WILL INSTALL THE OWNER-FURNISHED ELECTRIC MOTOR OPERATOR PEDESTAL. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE STAINLESSSTEEL ANCHORS AND NON-SHRINK GROUT UNDER THE PEDESTAL.2.5.THE CONTRACTOR WILL INSTALL THE OWNER-FURNISHED ELECTRIC MOTOR OPERATOR.2.6.THE CONTRACTOR WILL TERMINATE THE EXISTING WIRING FROM THE EXISTING DISCONNECT. THE CONTRACTOR WILL TERMINATE THE EXISTING INSTRUMENTATIONAND CONTROL WIRING.2.7.UPON INSTALLATION OF THE ELECTRIC MOTOR OPERATOR AND WIRING TERMINATION, THE CONTRACTOR MUST COORDINATE WITH THE ELECTRIC MOTOR OPERATOR REPRESENTATIVE TO VERIFY THAT THE INSTALLATION IS COMPLETE AND CORRECT. THE CONTRACTOR WILL COORDINATE WITH THE ELECTRIC MOTOR OPERATOR REPRESENTATIVE TO SET AND VERIFY SETPOINTS AND CONTROL OF THE ACTUATOR LOCALLY AND VIA THE PLC/SCADA SYSTEM.3.THE CONTRACTOR MUST DEMOLISH THE EXISTING 12-INCH GATE VALVE AND REPLACE WITH A 12-INCH GATE VALVE. CONTRACTOR TO VERIFY END CONNECTIONS PRIOR TOORDERING MATERIALS.3.1. THE CONTRACTOR WILL DEMOLISH THE EXISTING 12-INCH GATE VALVE, VALVE STEM EXTENSION, AND STEM GUIDES.3.2. THE CONTRACTOR WILL FURNISH AND INSTALL A 12-INCH GATE VALVE, VALVE STEM EXTENSION, AND STEM GUIDES.3.3.THE CONTRACTOR WILL INSTALL THE OWNER-FURNISHED ELECTRIC MOTOR OPERATOR PEDESTAL. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE STAINLESS STEEL ANCHORS AND NON-SHRINK GROUT UNDER THE PEDESTAL.3.4.THE CONTRACTOR WILL INSTALL THE OWNER-FURNISHED ELECTRIC MOTOR OPERATOR.3.5.THE CONTRACTOR WILL TERMINATE THE EXISTING WIRING FROM THE EXISTING DISCONNECT. THE CONTRACTOR WILL TERMINATE THE EXISTING INSTRUMENTATIONAND CONTROL WIRING.3.6.UPON INSTALLATION OF THE ELECTRIC MOTOR OPERATOR AND WIRING TERMINATION, THE CONTRACTOR MUST COORDINATE WITH ELECTRIC MOTOR OPERATORREPRESENTATIVE TO VERIFY THAT THE INSTALLATION IS COMPLETE AND CORRECT. THE CONTRACTOR WILL COORDINATE WITH THE ELECTRIC MOTOR OPERATORREPRESENTATIVE TO SET AND VERIFY SETPOINTS AND CONTROL OF THE ACTUATOR LOCALLY AND VIA THE PLC/SCADA SYSTEM.123GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.1260-RW-S60-RW-S60-RW-S2-RW-PVC (SAMPLE TOCHEMICAL BUILDING)2-SP-SS (FROMCHEMICAL BUILDING)TOP OF PIPEELEVATION 570.03±(BLIND FLANGEREMOVED IN PHOTO)NORTH
2022-10-2138
*
42-RW-S60-RW-S30-RW-S42-RW-S42-RW-S60-RW-S36-RW-SBLIND FLANGESEE DOOR SCHEDULEDOWN SUMP60-BFV-E36-BV-E30-BFV-EPRESSURE TAPSP-RW-1P-RW-2SP-RW-1SP-RW-2RAW WATERELECTRICAL ANDCHEMICAL BUILDING60" x 36" REDUCING TEE4" COMB. AIRRELEASE/VACUUM VALVEDOUBLE DOORCHECK VALVE(TYP. OF 3)MANUAL AIRRELEASE VALVE, TYP.OF 3GRAVITY FLOWCONTROL VALVE4'-0"16'-0"12'-0"12'-0"11'-9"6'-0"FUTUREPUMP STATIONEXPANSION5'-3"18'-9"52'-0"8'-0"FF 572.50FF 572.50FOOTING18-RW-S18-BFV-E4" FLOOR DRAINW/MUD VAVLE ,EXTENSION STEMAND BENCH STAND4-D-PVCP-RW-3BLIND FLANGEFOR FUTUREEXPANSIONVIC.CPLG.SHIPS LADDER(TYP.)42" X 36"REDUCERPRESSURE TAP(TYP. OF 2)42-BFV-M(TYP. OF 3)ELECT. HTR EH-4BMTG. @ 10'AFF.WALL BRACKETSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCT. 2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:48 PM Plot By: tmg Filename: N:\WW\Drawings\WW-PST-PL-EXST01.dwg Last Saved: 10/12/2023 1:47 PM Saved By: tmgFilename: N:\WW\Drawings\WW-PST-PL-EXST01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSRW-M-1MECHANICAL
RAW WATER PUMP STATION SECTIONAL PLAN
KEC
TMG
DWS
N
O
R
T
H
SECTIONAL PLAN1/4"=1-0"1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.DEMOLISH AND REPLACE WATERTIGHT FLEXCONDUIT ASSOCIATED WITH ELECTRIC MOTOROPERATORS.GENERAL NOTES:BFW-RW-012BV-RW-010BFV-RW-011BFV-RW-005BFV-RW-007BFV-RW-0091RW-M-22023/10/1639
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:52 PM Plot By: tmg Filename: N:\WW\Drawings\WW-RW-DT-DEMO03.dwg Last Saved: 9/19/2023 3:57 PM Saved By: tmgFilename: N:\WW\Drawings\WW-RW-DT-DEMO03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-RW-DT-DEMO03.dwg
MECHANICAL
RAW WATER PUMP STATION ACTUATOR
DETAILRW-M-2YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE BALL VALVEACTUATOR AND REMOTE-MOUNTEDINTERFACE UNIT (NOT PICTURED) FORBV-RW-010.RAW WATER PUMP STATIONACTUATOR DEMOLITION AND REPLACEMENT DETAILNTS1RW-M-1GENERAL NOTES:1.REFER TO SHEET RW-M-1 FOR ADDITIONALNOTES.12023/10/1640
*
70'-0"42'-0"OG-M-1MECHANICALOZONE GENERATOR BUILDING FLOOR PLANAMBIENT ANALYZER MODIFICATIONSMWSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:59 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\OG-M-1.dwg Last Saved: 10/11/2022 12:38 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\OG-M-1.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL OG-M-1.dwg4'8'4'0
1/4"=1'-0"
FUTURE PSU 4
FUTURE O GEN 43
FUTURE PSU 3
O GEN 13
PSU 1
PSU 2
ELECTRICAL
CONTROL
ROOM
NITROGENGENERATOR
FUTURE NITROGENGENERATORFUTURE O GEN 33
2-OZG-SS
6-CWR-DI
1-N -SS2
N. 9216.10
E. 9101.49
E. 9135.62
N. 9294.01
GEN-OG-1
PSU-OG-1
PSU-OG-2
GEN-OG-2
CP-OZ-1
N G-OZ-12
TO PREOZONE CONTACTOR
1-AI-SS
342
TYPE B
TYPE B
342
342
TYPE H(TYP)
2-GOX-SS
2-GOX-SS
2-GOX-SS
3-GOX-SS
3-CWR-DI
S
3-CWR-DI
3-CWS-DI
S6-CWS-DI
2 1/2-V-SS
1/4" CONDENSATE BLOWOFF
VENT TO EXTERIOR OF
BUILDING
2-OZG-SS
3-CWS-DI
2 1/2-V-SS
PRV DISCHARGE
6-WI-DI
PRV
DISCHARGE
AMBIENT OZONE
ANALYZER ALARM BEACON
INSTALL NEW AMBIENT OZONE
ANALYZER WITH AUDIBLE
ALARM, AE/AIT-5390
AMBIENT OZONE ANALYZER
ALARM BEACON
INSTALL NEW AMBIENT
OZONE ANALYZER WITH
AUDIBLE ALARM, AE/AIT-5290
SEE NOTE 1
OZONE GENERATOR
E-STOP
DEMOLISH EX. AMBIENT OZONE
ANALYZERS (AE/AIT-5290 AND AE/AIT-5390
MOUNTED ON GENERATOR SKIDS) AND
ALL ANCILLARY CONDUIT BACK TO SOURCE
OZONE GENERATOR
E-STOPSEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
INSTALL NEW AMBIENT OZONE ANALYZER
WITH AUDIBLE ALARM, AE/AIT-5292
AMBIENT OZONE
ANALYZER ALARM BEACON
1.REFER TO SPECIFICATION SECTION 10 43 10 - SIGNS
FOR PLACARDS TO BE FURNISHED AND INSTALLED.
GENERAL NOTES
FLOOR PLAN
1/4"=1'-0"
1
-
OZONE GENERATOR E-STOP
AMBIENT OZONE
ANALYZER ALARM BEACON
AMBIENT OZONE
ANALYZER ALARM BEACON
OZONE GENERATOR
E-STOP
41
*
8-D-DI
F =586.90LF =587.00L
4-D-DI
SLOPE 1/4"
PER FOOT
SUPPORT TEE AND
CROSS (TYP. OF 2)
F OUT
EL=588.70
L
F OUT EL=
588.70
L
F =589.60
TYP. 2 PL.
L
F =587.10
TYP. 2 PL.
L
EL=592.35
TYP.
EL=592.60
TYP.
F =587.10
TYP. 2 PL.
L
LF =586.82
2-D-PVC
2-D-PVC
8-D-DI
SEE PIPING PLAN
FOR CONTINUATION
8-D-DI
TYP.
GULLET
SMP-POC-1
SMP-POC-2
TO MAIN DRAIN SUMP INFLUENT CHANNELSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:05 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-D-1.dwg Last Saved: 10/11/2022 12:10 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-D-1.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL POC-D-1.dwgPOC-D-1DEMOLITION PREOZONE CONTACTORS GALLERY DEMOPLAN & SECTIONSKKGTBKDEMO CONTACTOR
8" DRAIN VALVES
AND FCA (TYP. OF 2)
REMOVE AND REINSTALL
EXISTING OZONE RESIDUAL
ANALYZERS/TRANSMITTERS
AE/AIT-5416 FOR POC-1 AND
AE/AIT-5466 FOR POC-2
DEMO
4-D-PVC
PHOTO 1
NORTH
3/8"=1'-0
0 1'2'4'
DRAIN PLAN
3/8"=1'-0"
1
-
1
SECTION
3/8"=1'-0"
1
-
DEMO AND REPLACE FIBERGLASS
GRATING. EXISTING SUMP PUMPS AND
DISCHARGE PIPING TO REMAIN (TYP.)
DEMO AND REPLACE FIBERGLASS GRATING
COORDINATE SUMP PUMP DISCHARGE (TYP.)
-
DEMO PVC DRAIN
(TYP.)
SEE PHOTO 1
SEE PHOTO 1
42
*
SKYLIGHT
EXHAUST FAN
OFF-GAS BLOWER
OFF-GAS BLOWER
30" ACCESS
MANWAY (TYP 6)
3-CLS-PVC
1-NH3-BS
~2-OFG-SS
3-W2-PVC~ROOF
OVERHANG
42"
INFLUENT
PRESSURE/VACUUM
RELIEF NOZZLE (TYP 2)
3-CLV-PVC
1-NH3-BS
DSX-POC-1
DSX-POC-2
HANDRAIL
1-ALP-SS
B-POC-1
2-OZG-SS
FROM OZONE
GENERATION BUILDING~~42" OUTLET
C ELEV. 595.85L
C ELEV. 595.85L
42" OUTLET
3" PVC WATER LINE
FOR HOSE BIBS
2-OZG-SS
342
VACUUM GAUGE~1-AI-CU
1-AI-CU
1-AI-CU
2-OFG-SS
4-OFG-SS
DSX-POC-2
OFF-GAS BLOWER
(TYP)
DSX-POC-1
CHECK VALVE
(TYP)
SILENCER
OFF GAS TEMP
TRANSMITTER
OZONE CATALYTIC
DESTRUCT MEDIA
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:05 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-D-2.dwg Last Saved: 10/11/2022 12:11 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-D-2.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL POC-D-2.dwgNORTH
POC-D-2DEMOLITIONKKGT BKDEMO OZONE
ANALYZERS (TYP.)
(SEE NOTE 1)PLAN & SECTIONSPREOZONE CONTACTORS DESTRUCT SYSTEM DEMO3/8"=1'-0
0 1'2'4'
DEMO OZONE
ANALYZERS (TYP.)
(SEE NOTE 1)
DEMO OZONE
ANALYZERS (TYP.)
TOP PLAN
3/8"=1'-0"
1
-
2
1
SECTION
3/8"=1'-0"
1
-
SECTION
3/8"=1'-0"
2
-
-
-
1.ALL ANCILLARY WIRE AND CONDUIT TO
BE DEMOLISHED BACK TO SOURCE.
GENERAL NOTES
43
*
TOP PLAN3/8"=1'-0"EXHAUST FANSKYLIGHTOFF-GAS BLOWEROFF-GAS BLOWER30" ACCESSMANWAY (TYP 6)4" OFF-GASNOZZLE (TYP 2)ROOFOVERHANG2'-2"42" INFLUENTHANDRAILDSX-POC-2DSX-POC-1CHEMICAL PIPE CHASE- SEELAYOUT FOR CONTINUATIONB-POC-1FRP STAIR6" PRESSURE/VACUUM RELIEFOZ-9NOZZLE (TYP 2)42" OUTLETC ELEV. 595.85LC ELEV. 595.85L42" OUTLET20"x20"-SLG-E20"x20"-SLG-E20"x20"-SLG-E20"x20"-SLG-E48"x36"-SLG-ENORTH48"x36"-SLG-ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-POC-PL-EQPT01.dwg Last Saved: 10/10/2022 5:09 PM Saved By: majFilename: N:\WW\Drawings\WW-POC-PL-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-POC-PL-EQPT01.dwg
DEMOLITION
PREOZONE CONTACTORS
ACTUATOR IMPROVEMENTS PLANPOC-D-3YL
TMG
.
JLN 1POC-D-61POC-D-42POC-D-41POC-D-52POC-D-52POC-D-6222211GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIALPROCEDURES" BEFORE BEGINNING DEMOLITION IN THIS AREA.3.CONTRACTOR MUST COORDINATE THE SLIDE GATE ELECTRICMOTOR OPERATOR PEDESTAL BASE PLATE WITH THE EXISTINGANCHORS.4. DEMOLISH AND REPLACE WATERTIGHT FLEX CONDUITASSOCIATED WITH ELECTRIC MOTOR OPERATORS.NOTES BY SYMBOL " "1.SLIDE GATE ELECTRIC MOTOR OPERATOR (48" X 36"-SLG-E) TOBE DEMOLISHED AND REMOVED COMPLETELY (TYP. 2, 1 EACHAT POC NO. 1 AND POC NO. 2). REFER TO POC-M-3 FORREPLACEMENT INFORMATION. SLIDE GATES MUST REMAIN INPLACE.2.SLIDE GATE ELECTRIC MOTOR OPERATOR (20" X 20"-SLG-E) TOBE DEMOLISHED AND REMOVED COMPLETELY (TYP. 4, 2 EACHAT POC NO. 1 AND POC NO. 2). REFER TO POC-M-3 FORREPLACEMENT INFORMATION. SLIDE GATES MUST REMAIN INPLACE.2022-10-2144
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-POC-DT-DEMO04.dwg Last Saved: 10/10/2022 5:10 PM Saved By: majFilename: N:\WW\Drawings\WW-POC-DT-DEMO04.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-POC-DT-DEMO04.dwg
DEMOLITION
PREOZONE CONTACTORS
ACTUATOR IMPROVEMENTS DETAILS IPOC-D-4YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE SLIDE GATE ELECTRIC MOTOR OPERATORFOR SLG-POC-1.2.DEMOLISH AND REPLACE SLIDE GATE ELECTRIC MOTOR OPERATORFOR SLG-POC-2.3.DEMOLISH AND REPLACE ELECTRIC MOTOR OPERATOR MOUNTINGSTAND FOR EMO SLG-POC-1.4.DEMOLISH AND REPLACE ELECTRIC MOTOR OPERATOR MOUNTINGSTAND FOR EMO SLG-POC-2.5.DEMOLISH AND REPLACE CLEAR PLASTIC STEM PROTECTOR FOREMO SLG-POC-1.6.DEMOLISH AND REPLACE CLEAR PLASTIC STEM PROTECTOR FOREMO SLG-POC-2.POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL INTS1POC-D-3GENERAL NOTES:1.REFER TO SHEET POC-D-3 FOR ADDITIONAL NOTES.REFER TO SHEETS E-11 AND E-12 FOR ELECTRICALNOTES.12POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL IINTS2POC-D-343562022-10-2145
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-POC-DT-DEMO05.dwg Last Saved: 10/10/2022 5:10 PM Saved By: majFilename: N:\WW\Drawings\WW-POC-DT-DEMO05.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-POC-DT-DEMO05.dwg
DEMOLITION
PREOZONE CONTACTORS
ACTUATOR IMPROVEMNTS DETAILS IIPOC-D-5YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-POC-3.2.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-POC-4.3.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOSLG-POC-3.4.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOSLG-POC-4.5.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO SLG-POC-3.6.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO SLG-POC-4.POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL IIINTS1POC-D-3GENERAL NOTES:1.REFER TO SHEET POC-D-3 FOR ADDITIONAL NOTES.REFER TO SHEETS E-11 AND E-12 FOR ELECTRICALNOTES.2POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL IVNTS2POC-D-3435612022-10-2146
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-POC-DT-DEMO06.dwg Last Saved: 10/10/2022 5:10 PM Saved By: majFilename: N:\WW\Drawings\WW-POC-DT-DEMO06.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-POC-DT-DEMO06.dwg
DEMOLITION
PREOZONE CONTACTORS
ACTUATOR IMPROVEMNTS DETAILS IIIPOC-D-6YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-POC-5.2.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-POC-6.3.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOSLG-POC-5.4.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FORSLG-POC-6.5.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO SLG-POC-5.6.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO SLG-POC-6.POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL VNTS1POC-D-3GENERAL NOTES:1.REFER TO SHEET POC-D-3 FOR ADDITIONAL NOTES.REFER TO SHEETS E-11 AND E-12 FOR ELECTRICALNOTES.2POC ACTUATOR DEMOLITIONAND REPLACEMENT DETAIL VINTS2POC-D-3435612022-10-2147
*
8-D-DI
F =586.90LF =587.00L
4-D-DI
SLOPE 1/4"
PER FOOT
SUPPORT TEE AND
CROSS (TYP. OF 2)
F OUT
EL=588.70
L
F OUT EL=
588.70
L
F =589.60
TYP. 2 PL.
L
F =587.10
TYP. 2 PL.
L
EL=592.35
TYP.
EL=592.60
TYP.
F =587.10
TYP. 2 PL.
L
LF =586.82
2-D-PVC
2-D-PVC
8-D-DI
SEE PIPING PLAN
FOR CONTINUATION
8-D-DI
TYP.
GULLET
SMP-POC-1
SMP-POC-2
TO MAIN DRAIN SUMP INFLUENT CHANNELSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:06 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-M-1.dwg Last Saved: 10/11/2022 12:14 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-M-1.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL POC-M-1.dwgPOC-M-1MECHANICALPREOZONE CONTACTORS GALLERY MODIFICATIONSPLAN & SECTIONKKGTBK8" MANUAL PLUG
VALVE (TYP. OF 2)
REINSTALL EXISTING
ANALYZERS/TRANSMITTERS (TYP.)
(SEE NOTE 3)
SAMPLE RETURN
PUMP (TYP. OF 2)
SAMPLE RETURN PUMP
SAMPLE RETURN DISCHARGE
INTO CONTACTOR
INV. EL. 617.0 (TYP.)
1"-SMP-SS
C EL. 593.5 (TYP.)L
8" FCA (TYP. OF 2)
FE
3/4" BALL VALVE
3/4" CHECK VALVE
3/4" x 1/2" TEE
FOR INSTRUMENTS
SLOPE TO PUMP3/4" x 1/2" REDUCER
1" x 1/2"
REDUCER
1" BALL VALVE
1.PIPE, VALVES AND FITTINGS SHOWN ARE TYPICAL
FOR BOTH CONTACTORS.
2.SEE PLAN VIEW FOR DIMENSIONS OF 4" THICK
CONCRETE EQUIPMENT PAD. PAD DIMENSIONS TO
BE COORDINATED WITH MANUFACTURER. MOUNT
PUMP WITH 316 SS ANCHOR BOLTS.
3.REPLACE DISSOLVED OZONE RESIDUAL ANALYZER
FILTERS AND CALIBRATE AFTER REINSTALLED.
4.MODULAR MECHANICAL EXPANDING SEAL SHALL BE
EPDM WITH TYPE 316 SS FASTENERS.
5.ALL PIPE SUPPORTS SHALL BE TYPE 316 SS. PIPE
STRAPS SHALL BE PTFE.
6.APPLY PROTECTIVE COATING TO NEW AND EXISTING
EXPOSED CONTACTOR DRAIN PIPING, VALVES, AND
FITTINGS IN ACCORDANCE WITH SECTION 09 96
00.01 "HIGH-PERFORMANCE COATINGS".
GENERAL NOTES
NORTH
3/8"=1'-0
0 1'2'4'
DRAIN PLAN
3/8"=1'-0"
1
-
SECTION
3/8"=1'-0"
1
-
SAMPLE PUMP RETURN
DISCHARGE TO
CONTACTOR
SEE NOTE 2
AMBIENT OZONE
ANALYZER WITH
AUDIBLE ALARM
AMBIENT OZONE
ANALYZER WITH
AUDIBLE ALARM
FROM OZONE RESIDUAL
SAMPLE TAPS
FROM OZONE RESIDUAL
SAMPLE TAPS
FIBERGLASS GRATING
COORDINATE SUMP
PUMP DISCHARGE (TYP.)
EXISTING SUMP PUMP AND 2" PVC
DISCHARGE PIPING NOT SHOWN
1
-
SEE NOTE 2
2
-
SECTION
3/8"=1'-0"
2
-
3/4"-SMP-SS
342
TYPE T
PIPE PENETRATION (TYP.)
(SEE NOTE 4)
INV. EL. 617.0
CONTACTOR WALL
OZONE
CONTACTOR
CONTACTOR
GALLERY
340
TYPE U
PIPE SUPPORT
(SEE NOTE 5)
3/4"-SMP-SS
48
*
SKYLIGHT
EXHAUST FAN
OFF-GAS BLOWER
OFF-GAS BLOWER
30" ACCESS
MANWAY (TYP 6)
3-CLS-PVC
1-NH3-BS
~2-OFG-SS
3-W2-PVC~ROOF
OVERHANG
42"
INFLUENT
PRESSURE/VACUUM
RELIEF NOZZLE (TYP 2)
3-CLV-PVC
1-NH3-BS
DSX-POC-1
DSX-POC-2
HANDRAIL
1-ALP-SS
B-POC-1
2-OZG-SS
FROM OZONE
GENERATION BUILDING~~42" OUTLET
C ELEV. 595.85L
C ELEV. 595.85L
42" OUTLET
3" PVC WATER LINE
FOR HOSE BIBS
2-OZG-SS
342
VACUUM GAUGE~1-AI-CU
1-AI-CU
1-AI-CU
2-OFG-SS
4-OFG-SS
DSX-POC-2
OFF-GAS BLOWER
(TYP)
DSX-POC-1
CHECK VALVE
(TYP)
SILENCER
OFF GAS TEMP
TRANSMITTER
OZONE CATALYTIC
DESTRUCT MEDIA
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:06 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-M-2.dwg Last Saved: 10/11/2022 12:15 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\POC-M-2.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL POC-M-2.dwgPOC-M-2MECHANICAL MODIFICATIONS PLAN & SECTIONSKKGTBKOZONE ANALYZERS (TYP.)PREOZONE CONTACTORS DESTRUCT SYSTEMNORTH
1.REFER TO SPECIFICATION SECTION 10 43 10 - SIGNS FOR
PLACARDS TO BE FURNISHED AND INSTALLED.
2.SUPPORT ANALYZERS WITH EXISTING UNISTRUT. REPLACE
AND FIELD ROUTE SAMPLE TUBING TO ANALYZER.
GENERAL NOTES
3/8"=1'-0
0 1'2'4'
2
AMBIENT OZONE ANALYZER
ALARM BEACON (SEE NOTE 1)
LOCATE NEXT TO DOOR ON
BUILDING EXTERIOR
TOP PLAN
3/8"=1'-0"
1
-
SECTION
3/8"=1'-0"
1
-
SECTION
3/8"=1'-0"
2
-
OZONE ANALYZER
(TYP.) (SEE NOTE 2)
OZONE ANALYZER (TYP.)
1
-
-
49
*
TOP PLAN3/8"=1'-0"EXHAUST FANSKYLIGHTOFF-GAS BLOWEROFF-GAS BLOWER30" ACCESSMANWAY (TYP 6)4" OFF-GASNOZZLE (TYP 2)ROOFOVERHANG2'-2"42" INFLUENTHANDRAILDSX-POC-2DSX-POC-1CHEMICAL PIPE CHASE- SEELAYOUT FOR CONTINUATIONB-POC-1FRP STAIR6" PRESSURE/VACUUM RELIEFOZ-9NOZZLE (TYP 2)42" OUTLETC ELEV. 595.85LC ELEV. 595.85L42" OUTLET20"x20"-SLG-E20"x20"-SLG-E20"x20"-SLG-E20"x20"-SLG-E48"x36"-SLG-ENORTH48"x36"-SLG-ESLG-POC-5EMOSLG-POC-1EMOSLG-POC-2EMOSLG-POC-3EMOSLG-POC-4EMOSLG-POC-6EMOSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:28 AM Plot By: maj Filename: N:\WW\Drawings\WW-POC-PL-EQPT01.dwg Last Saved: 10/10/2022 5:09 PM Saved By: majFilename: N:\WW\Drawings\WW-POC-PL-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-POC-PL-EQPT01.dwg
MECHANICAL
PREOZONE CONTACTORS
ACTUATOR IMPROVEMENTS PLANPOC-M-3DWS
MAJ
.
JLNGENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIALPROCEDURES" BEFORE BEGINNING WORK IN THIS AREA.NOTES BY SYMBOL " "1.INSTALL NEW SLIDE GATE ELECTRIC MOTOR OPERATOR (48" X36"-SLG-E) WITH A FLOOR STAND IN ACCORDANCE WITHSTANDARD DETAIL 374 (TYP. 2, 1 EACH AT POC NO. 1 AND POCNO. 2).2.INSTALL NEW SLIDE GATE ELECTRIC MOTOR OPERATOR (20" X20"-SLG-E) WITH A FLOOR STAND IN ACCORDANCE WITHSTANDARD DETAIL 374 (TYP. 4, 2 EACH AT POC NO. 1 AND POCNO. 2).2222112022-10-2150
*
1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING WORK.2. CONTRACTOR COORDINATE STRUCTURAL REPAIRS WITH THE SEQUENCING REQUIREMENTS LISTED IN SPECIFICATION 01 35 00.3. SEE BID TAB FOR ANTICIPATED REPAIR QUANTITIES. ACTUAL LOCATIONS AND EXTENTS OF REPAIRS WILL BE FIELD-VERIFIED BY THE CONTRACTOR AND COORDINATED W/ THE ENGINEER IN THE FIELD DURING THE CONSTRUCTION PHASE OF THE PROJECT.PLAN NOTES:WALL CRACK INJECTION PER 4/SD-S-5.SEE PLAN NOTE 3, AND BID FORM FOR QUANTITIES AND ADD'L INFO.2POC-S-19' - 0" 1' - 4" 4' - 0" 1' - 6" 11' - 2" 1' - 2" 11' - 2"1' - 2" 4' - 0" 1' - 4" 5' - 0" 1' - 6"52' - 4"1' - 6"9' - 0"1' - 4"10' - 0"1' - 4"9' - 0"1' - 6"33' - 8"3POC-S-1WALL CRACK INJECTION PER - SEE PLAN NOTE 3 AND BID FORM FOR QUANTITIES AND ADD'L INFO./4SD-S-5WALL CRACK INJECTION PER-SEE PLAN NOTE 3 AND BID FORM FOR QUANTITIES AND ADD'L INFO./4SD-S-5100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:45 PMBID SUBMITTALPLANS AND SECTIONSPOC-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALPRE-OZONE CONTACTORS (POC)1/4" = 1'-0"1PRE-OZONE CONTACTOR SECTIONAL PLAN12" = 1'-0"POC-S-12PHOTO12" = 1'-0"POC-S-13PHOTONORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS51*
4-D- DI4-RW-DI6-RW-DI24" KNIFE GATEVALVELOPENING23457 HEATERC OPENINGPIPE CHASE10" D.I. CONDUIT2-D-PVC3-W2-PVCSPARE1" SAMPLE TAPHANDRAIL5'-2 1/4"6'-0 3/4"3'-9"1'-2"3'-0"1'-2"2'-9"
4'-0"1'-2"1'-2"22'-10"1'-2"3'-6"3'-6"4'-0"1'-2"
17'-4"
OPENING OPENING
STEELCHECKEREDPLATE HATCHRECIRCULATIONPUMPS6SUMPPUMP1'-0"PH PROBE~~SP-PD-1SP-PD-2~1-RW-PVC1-SA-PVC~1P-PD-1P-PD-2~TO SAMPLE PUMP1-SA-PVC4-RW-DIP-PD-1P-PD-242-RW-S2-D-PVC~2-D-PVC~HANDRAIL~~NE9628.948866.498853.109603.59NENORTHPLAN3/8"=1'-0"1-SECTION3/8"=1'-0"4-NORTH
TOP PLAN3/8"=1'-0"2-2218" DIA.INSPECTIONHATCH3'-0"PH PROBE23'-10"6"1'-2"20'-6"1'-2"6"2'-0" 1" PRESSUREEXHAUST FANTAPSEL 603.2542-RW-SSTUFFING BOX42-MW-S42-RW-S+GND. EL 598.00-LF EL 590.92EL 590.00HANDRAIL24" DIA.SECTION3/8"=1'-0"3-4-3-SPARESPARESPARE3211-PEC-PVC1-FS-PVC1-FS-PVC1-FS-PVC1-PEC-PVC3351-NH3-BSPRESSURE GAUGE/MANUAL BLOW-OFFASSEMBLYVACUUM GAUGE3-CLV-PVCCHLORINE EJECTOR1-FS-PVC31-NH3-BS3-CLS-PVC3-CLS-PVCCHLORINE EJECTORSTRAINER4553SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 10:12 AM Plot By: tmg Filename: N:\WW\Drawings\WW-PDV-PS-EQPT01.dwg Last Saved: 1/24/2024 10:10 AM Saved By: tmgFilename: N:\WW\Drawings\WW-PDV-PS-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-PDV-PS-EQPT01.dwg
MECHANICAL
PUMPED DIFFUSION VAULT
IMPROVEMENTS - PLAN AND SECTIONSPDV-M-1.KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.THE EQUIPMENT LOCATED WITHIN THE PUMPEDDIFFUSION VAULT MUST REMAIN IN OPERATIONTHROUGHOUT THE CONSTRUCTION WORK ANDMUST BE PROTECTED BY THE CONTRACTOR.PREPARE AND COAT THE 42-RW-S AND 42-MW-S EXTERIOR PERSECTION 09 96 00.01 “HIGH PERFORMANCE COATINGS.”PREPARE AND COAT THE 4-RW-DI PIPING AND VALVES WITHIN THEVAULT PER SECTION 09 96 00.01 “HIGH PERFORMANCE COATINGS.”THE CONTRACTOR IS NOT REQUIRED TO RE-COAT THE PUMPDIFFUSION PUMPS OR STRAINER IN LINE WITH THE 4-RW-DI PIPINGSYSTEM.5. PREPARE AND COAT THE INTERIOR WALLS CEILINGOF THE PUMPED DIFFUSION VAULT PER SECTION09 96 00.01 “HIGH PERFORMANCE COATINGS.”NOTES BY SYMBOL " "1.PREPARE AND APPLY HIGH PERFORMANCECOATING TO THE EXTERIOR OF THE 42-RW-SPIPING, FITTINGS, VALVES, ANDAPPURTENANCES.2.PREPARE AND APPLY HIGH PERFORMANCECOATING TO THE INTERIOR WALLS ANDCEILING OF THE PUMPED DIFFUSION VAULT.3.PREPARE AND APPLY HIGH PERFORMANCECOATING TO THE EXTERIOR OF 4-RW-DIPIPING, FITTINGS, VALVES, ANDAPPURTENANCES.4.REMOVE EXISTING DUPLEX STRAINER ANDFURNISH DUPLEX STRAINER. REFER TOGENERAL NOTE 6.5.REMOVE THREE (3) EXISTING 6-INCHDIAMETER GATE VALVES AND FURNISH THREE(3) 6" DIAMETER GATE VALVES AT THESTRAINERS.2.3.4.6. THE STRAINER MUST BE AN EATON MODEL 50 PLUG TYPE DUPLEX BASKET STRAINER OR ENGINEERAPPROVED EQUIVALENT MEETING THE FOLLOWING REQUIREMENTS:- SIZE: 6"- CONNECTION TYPE: FLANGED, 150#- BODY AND PLUG MATERIAL: STAINLESS STEEL (CAST)- SEALS: VITON- PRESSURE RATING: 200 PSI @ 100 DEG F.- Cv FACTOR: 420 (FOR WATER WITH CLEAN, PERFORATED BASKET)- BASKET: STAINLESS STEEL (TYPE 316) W/ 1/4-INCH PERFORATIONS- OPTIONS: VENT VALVES, DRAIN VALVES, GAUGE/VENT TAPS (1/4-INCH NPT),PRESSURE DIFFERENTIAL GAUGE AND SWITCH CONNECTIONS.1111 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24
2024/01/2452
*
9'-0"
23'-11"
1'-0"13'-11"1'-6"EL 589.75EL 598.50±WEIR EL 610.552'-6"SAND FILLL EL 587.08CEL 598.50±PLAN3/8"=1'-0"1-NORTH
54" x 54"SLUICE GATE54-MW-SSECTION3/8"=1'-0"2-30" x 30"SLUICE GATE30-MW-S6" MUDVALVE6-D-DIWEIRWEIRALUMINUMHANDRAILUP6" MUD VALVEOPERATOR6" MUD VALVEPIPE CHASEUP
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:15 PM Plot By: maj Filename: N:\WW\Drawings\WW-SB-PS-EQPT01.dwg Last Saved: 7/6/2022 6:08 PM Saved By: majFilename: N:\WW\Drawings\WW-SB-PS-EQPT01.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-SB-PS-EQPT01.dwg
MECHANICAL
FLOW SPLITTER BOX
DEMOLITION PLAN AND SECTIONSB-D-1KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIAL PROCEDURES” BEFORE BEGINNING DEMOLITION IN THISAREA.3.THE EXISTING 6-INCH PLUG VALVE MAY BE PARTIALLY ENCASED IN CONCRETE. CONTRACTOR SHALL MAKEPROVISIONS TO REMOVE CONCRETE ENCASEMENT AT THIS LOCATION AT NO ADDITIONAL COST.4.PROVIDE SHEETING, SHORING, AND BRACING NECESSARY TO ACCOMPLISH THE WORK. PROTECT EXISTINGSTRUCTURES, UTILITIES, AND PIPING TO REMAIN IN SERVICE AND AS REQUIRED BY THE CONTRACTOR'S TRENCHSAFETY PLAN.5.REFER TO SB-S-1 FOR CRACK REPAIR INJECTION REQUIREMENTS.REMOVE 6" PLUGDRAIN VALVE AND6" MJ DI 90 DEG ELBOWSTAIRS AND LANDING NOTSHOWN FOR CLARITY. CONTRACTORSHALL PROVIDE SUPPORT FOR THESTAIRS AND ADJACENT FACILITIES.2-REMOVE 6" PLUGDRAIN VALVE AND6" MJ DI 90 DEG ELBOW03/8"=1'-01'2'4'2022-10-2153
*
9'-0"
23'-11"
1'-0"13'-11"1'-6"EL 589.75EL 598.50±WEIR EL 610.552'-6"SAND FILLL EL 587.08CEL 598.50±PLAN3/8"=1'-0"1-NORTH
54" x 54"SLUICE GATE54-MW-SSECTION3/8"=1'-0"2-30" x 30"SLUICE GATE30-MW-S6" MUDVALVE6-D-DIWEIRWEIRALUMINUMHANDRAILUP6" MUD VALVEOPERATOR6" MUD VALVEPIPE CHASEUP
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:16 PM Plot By: maj Filename: N:\WW\Drawings\WW-SB-PS-EQPT01.dwg Last Saved: 7/6/2022 6:08 PM Saved By: majFilename: N:\WW\Drawings\WW-SB-PS-EQPT01.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-SB-PS-EQPT01.dwg
MECHANICAL
FLOW SPLITTER BOX
PLAN AND SECTION - IMPROVEMENTSSB-M-1KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2-03/8"=1'-01'2'4'STAIRS AND LANDING NOTSHOWN FOR CLARITY. CONTRACTORSHALL PROVIDE SUPPORT FOR THESTAIRS AND ADJACENT FACILITIES.6" MJ DI 90 DEG BEND(RESTRAINED)6-D-DI6" MJ PLUG VALVE W/RESTRAINED FLANGES(MEGALUG OR EQUIVALENT)6" MJ DI 90 DEG BEND (RESTRAINED)6-D-DI5'-10"319SD-3VALVE BOXVALVE STEMEXTENSION2022-10-2154
*
UPUP22'-4"26'-4"5'-2"5'-2"5'-2" 7'-0"5'-2"4'-0"4'-0"12'-0"17'-4"14 @ 11"=12'-10" 4'-6"4'-0"5'-1"10 @ 11"=9'-2"EX OFFSETHANDWHEELOPERATEDFLOORSTANDEX CANTILEVEREDLANDINGS ANDSTAIRSEX 1 1/2"∅ ALUMINUMHANDRAILEDGE OF SLABBASE BELOWEX PIPE CHASEBLAST CLEAN ANY LOOSE REPAIR MORTAR, AND REPAIR CONC SURFACE AS REQUIRED PER 1/SD-S-5. APPLY CEMENTITIOUS BRUSH COAT TO PROVIDE UNIFORM APPEARANCE AT REPAIR LOC -TYP @ FLOW SPLITTER STRUCTURE2SB-S-1BLAST CLEAN ANY LOOSE REPAIR MORTAR, AND REPAIR CONC SURFACE AS REQUIRED PER 1/SD-S-5. APPLY CEMENTITIOUS BRUSH COAT TO PROVIDE UNIFORM APPEARANCE1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING WORK.2. CONTRACTOR COORDINATE STRUCTURAL REPAIRS WITH THE SEQUENCING REQUIREMENTS LISTED IN SPECIFICATION 01 35 00.3. SEE BID TAB FOR ANTICIPATED REPAIR QUANTITIES. ACTUAL LOCATIONS AND EXTENTS OF REPAIRS WILL BE FIELD-VERIFIED BY THE CONTRACTOR AND COORDINATED W/ THE ENGINEER IN THE FIELD DURING THE CONSTRUCTION PHASE OF THE PROJECT.PLAN NOTES:100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:51 PMBID SUBMITTALPLANS AND PHOTOGRAPHSSB-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALFLOW SPLITTER BOX3/8" = 1'-0"1FLOW SPLITTER BOX TOP PLAN3" = 1'-0"SB-S-12PHOTOGRAPH @ SPLITTER BOXNORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS55*
2022-10-2156
*
2022-10-2157
*
2022-10-2158
*
2022-10-2159
*
2022-10-2160
*
2022-10-2161
*
2022-10-2162
*
2022-10-2163
*
2022-10-2164
*
2022-10-2165
*
1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING WORK.2. CONTRACTOR COORDINATE STRUCTURAL REPAIRS WITH THE SEQUENCING REQUIREMENTS LISTED IN SPECIFICATION 01 35 00.3. SEE BID TAB FOR ANTICIPATED REPAIR QUANTITIES. ACTUAL LOCATIONS AND EXTENTS OF REPAIRS WILL BE FIELD-VERIFIED BY THE CONTRACTOR AND COORDINATED W/ THE ENGINEER IN THE FIELD DURING THE CONSTRUCTION PHASE OF THE PROJECT.PLAN NOTES:1. WALKWAY EJ REPAIR PER 3/SD-S-5. SEE PLAN NOTE 3 AND BID FORM FOR QUANTITIES AND ADD'L INFO.2. WALL AND SLAB EJ REPAIR PER 3/SD-S-5. SEE PLAN NOTE 3 AND BID FORM FOR QUANTITIES AND ADD'L INFO.3. WALL CRACK INJECTION PER 4/SD-S-5. SEE PLAN NOTE 3 AND BID FORM FOR QUANTITIES AND ADD'L INFO.NOTES BY SYMBOL 21345678928' - 9" 20' - 0" 20' - 0" 20' - 0" 20' - 0"6' - 1"20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"6' - 1"20' - 0" 19' - 2 1/2" 14' - 6" 19' - 1 1/2" 20' - 0" 18' - 3"6' - 6"7"1011121314151617181920ABCDEFGHJ7"12' - 10"19' - 6"13' - 1"13' - 1"9' - 9"9' - 9"13' - 1"7"359' - 1"92' - 3"11122222333311122222333333331FS-S-22FS-S-26FS-S-23FS-S-24FS-S-25FS-S-2EX SLUICE GATE TO BE DEMO'D AND REPLACED -SEE MECH'LEX SLUICE GATE TO BE DEMO'D AND REPLACED -SEE MECH'LWALKWAY SUPT CONC MORTAR REPAIR -SEE 1/1FS-S-3100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:38 PMBID SUBMITTALTOP PLANFS-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALFLOCCULATION/SEDIMENTATION BASINNORTH1/16" = 1'-0"2FLOC/SED BASIN TOP PLANNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS66*
WALL CRACK INJECTION PER 4/SD-S-5 @ ACTIVE LEAKS. SEE BID FROM FOR QUANTITIES AND ADD'L INFOWALL CRACK INJECTION PER 4/SD-S-5 @ ACTIVE LEAKS. SEE BID FORM FOR QUANTITIES AND ADD'L INFOWALL CRACK INJECTION PER 4/SD-S-5 @ ACTIVE LEAKS. SEE BID FORM FOR QUANTITIES AND ADD'L INFOWALL CRACK INJECTION PER 4/SD-S-5 @ ACTIVE LEAKS. SEE BID FORM FOR QUANTITIES AND ADD'L INFOWALL CRACK INJECTION PER 4/SD-S-5 @ ACTIVE LEAKS. SEE BID FORM FOR QUANTITIES AND ADD'L INFOWALL EJ REPAIR PER 3/SD-S-5. SEE BID FORM FOR QUANTITIES AND ADD'L INFO (TYP)100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:39 PMBID SUBMITTALPHOTOSFS-S-2LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALFLOCCULATION/SEDIMENTATION BASIN1" = 50'-0"FS-S-11PHOTOGRAPH @ FLOC/SED BASIN - NORTH WALL1" = 50'-0"FS-S-12PHOTOGRAPH @ FLOC/SED BASIN - WEST WALL1" = 50'-0"FS-S-13PHOTOGRAPH @ FLOC/SED BASIN - WEST WALL1" = 50'-0"FS-S-14PHOTOGRAPH @ FLOC/SED BASIN - WEST WALL1" = 50'-0"FS-S-15PHOTOGRAPH @ FLOC/SED BASIN - WEST WALL1" = 50'-0"FS-S-16PHOTOGRAPH @ FLOC/SED BASIN - TYP WALL JOINTSNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS67*
SLAB EJ REPAIR PER 3/SD-S-5EX CONC WALKWAYCONC MORTAR REPAIR PER 1/SD-S-5EX WALKWAY SUPT BM8"9"SEE NOTE 36" MIN(FV)1' - 6"SHEAR CRACKELEVATIONEX TROUGH SUPT BMPLAN (TOP)MIN3 1/2"NEW DIAG ADH DWL -SEE NOTESEX TROUGH SUPT BM(FV)1' - 0"MIN3 1/2"NOTE:1. CONTRACTOR TO INSTALL (2)-#4 ADH DOWELS AS SHOWN OVER TOP OF BEAM, PERPENDICULAR TO DIAGONAL SHEAR CRACK. EMBED ADHESIVE DWLS 8" PAST DIAGONAL SHEAR CRACK ON BEAM. INTERCEPT SHEAR CRACK AT MID HEIGHT OF BEAM AS SHOWN ELEVATION (9" +/-, FIELD VERIFY). SHORE EX CONC BEAM AS REQUIRED TO PERFORM REPAIR WORK.2. CONTRACTOR TO LOCATE ALL IN-PLACE REINFORCEMENT BEFORE COMMENCING ANY DRILLING OPERATIONS, AND IS TO ENSURE NO IN-PLACE REINFORCING IS HIT/DAMAGED DURING DOWEL INSTALLATION3. EXTEND DOWELS 6" PAST TOP OF CONC BEAM FOR INSTALLATION. ONCE ADHESIVE HAS SET, SAWCUT BARS FLUSH WITH BEAM, DRILL BAR BACK 1" BEYOND FACE OF CONC, AND FILL RESULTING VOID WITH EPOXY PASTE PER 8/SD-S-5.4. APPLICATION OF BEAM REPAIR TO BE DETERMINED BY ENGINEER DURING CONSTRUCTION (1 LOCATION FOR BID PURPOSES)EX BM REINF TO REMAIN -SEE NOTE 2100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:50:40 PMBID SUBMITTALPHOTOS AND DETAILFS-S-3LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALFLOCCULATION/SEDIMENTATION BASINNTS1PHOTOGRAPH @ WALKWAY SUPPORT3/4" = 1'-0"2TROUGH SUPPORT BEAM CRACK REPAIRNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS68*
F =574.87
TYP. 2 PL
L F =574.93
TYP. 2 PL
L F =575.00
TYP. 2 PL
L F =575.06
TYP. 2 PL
L
CELLS
8S & 7S
CELLS
6S & 5S
CELLS
4S & 3S
CELLS
2S & 1S
CELLS
2N & 1N
CELLS
4N & 3NCELLS
6N & 5N
CELLS
8N & 7N
4-D-DI
4-D-DI
SUPPORT CROSSES
PER OZ14 W/OUT
STRAPS (TYP.)
5'-7"
TYP.6'-6" TYP.12"12"5'-0"1'-4"F =577.50
TYP. N&S
F =574.89
F =574.83L
F =574.76L
F =574.70L
F =574.68
ELEV.=
580.75 TYP.
ELEV.=581.00
8"
TYP. N&S
9'-0" TYP.
F =578.00
TYP.6'-0"1'-6"
3'-6"
8-D-DI
IOC-D-1DEMOLITION INTERMEDIATE OZONE CONTACTORS GALLERY DEMOPLAN AND SECTIONSMW4'8'4'0
1/4"=1'-0"SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:50 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-D-1.dwg Last Saved: 10/12/2022 12:15 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-D-1.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL IOC-D-1.dwgREMOVE VERTICAL SECTIONS OF
SAMPLE TUBING AS SHOWN
BETWEEN VALVES (TYP.)
(SOUTH SIDE SHOWN, SAMPLE SYSTEM ON NORTH SIDE IS MIRROR IMAGE)
DEMOLISH 8"
CONTACTOR DRAIN
VALVE AND FCA
(TYP. OF 6)
DRAIN PLAN
1/4"=1'-0"
1
-
1
SECTION
1/4"=1'-0"
1
-
DEMO 4" PVC
DEMO AND REPLACE
FIBERGLASS GRATING. EXISTING
SUMP PUMPS AND DISCHARGE
PIPING TO REMAIN (TYP.)
REPLACE FIBERGLASS
GRATING, COORDINATE SUMP
PUMP DISCHARGE (TYP.)
-
SEE SAMPLE STATION
DETAIL 1, THIS SHEET
SEE SAMPLE STATION
DETAIL 2, THIS SHEET
SEE SAMPLE STATION
DETAIL 3, THIS SHEET
SAMPLE STATION DETAIL 1
3/8"=1'-0"
SAMPLE STATION DETAIL 2
3/8"=1'-0"
SAMPLE STATION DETAIL 3
3/8"=1'-0"
DEMO SAMPLE PIPE
DEMO SAMPLE PIPE (TYP.)
DEMO SAMPLE PIPE (TYP.)
REMOVE AND REPLACE
OZONE RESIDUAL
ANALYZERS/ TRANSMITTERS
AE/AIT-5616 FOR IOC-1 AND
AE/AIT-5666 FOR IOC-2
REMOVE AND REINSTALL
EXISTING OZONE RESIDUAL
ANALYZERS/ TRANSMITTERS
AE/AIT-5622 FOR IOC-1 AND
AE/AIT-5672 FOR IOC-2
REMOVE AND REINSTALL
EXISTING OZONE RESIDUAL
ANALYZERS/ TRANSMITTERS
AE/AIT-5628 AND
AE/AIT-5634 FOR IOC-1 AND
AE/AIT-5678 AND
AE/AIT-5684 FOR IOC-2
DEMO SAMPLE
TUBING AND 4" PVC
69
*
8'-0"35'-8"16'-10"3'-0"
4'-5"10'-0"4'-6"1'-1 3/4"3'-4 1/4"8'-0"
IOC-D-2DEMOLITION INTERMEDIATE OZONE CONTACTORS DESTRUCT SYSTEM DEMOPLAN AND SECTIONSMW4'8'4'0
1/4"=1'-0"SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:51 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-D-2.dwg Last Saved: 10/12/2022 12:18 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-D-2.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL IOC-D-2.dwgOFF-GAS
BLOWER
OFF-GAS
BLOWER
4" OFF-GAS
PIPE
OZONE DESTRUCT
SYSTEM NO. 2
DSX-IOC-2
OZONE DESTRUCT
SYSTEM NO. 1
DSX-IOC-1
DEMO AIR DESTRUCT
BLOWERS (TYP.)
CHECK VALVE
(TYP)
DEMO OZONE
ANALYZERS (TYP. OF 3)
DEMO AIR DESTRUCT
BLOWERS (TYP.)
SILENCER
OFF GAS
TEMPERATURE
TRANSMITTER
OZONE CATALYTIC
DESTRUCT MEDIA
TOP PLAN
1/4"=1'-0"
1
-
2
SECTION
3/8"=1'-0"
2
-
SECTION
3/8"=1'-0"
1
-
3/8"=1'-0
0 1'2'4'
1
DEMO BLOWER CONCRETE
EQUIPMENT PADS (TYP.)
DEMO OZONE
ANALYZERS (TYP.)
DEMO BLOWER CONCRETE
EQUIPMENT PADS (TYP.)
DEMO OZONE
ANALYZERS (TYP.)
-
-
70
*
38'-8"53'-4"13'-0"10'-0"13'-0"ACCESS MANWAY(TYP)SKYLIGHT(TYP)OFF-GASBLOWER48"x 36"-SLG-E48"x 36"-SLG-EEXHAUST FANBRIDGE FROMFLOC/ SED BASINPIPE CHASENOTE:ACCESS STAIRS NOT SHOWN20"x 20"-SLG-E20"x 20"-SLG-EOFF-GASBLOWER5SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:55 PM Plot By: maj Filename: N:\WW\Drawings\WW-IOC-PL-EQPT01.dwg Last Saved: 10/10/2022 5:25 PM Saved By: majFilename: N:\WW\Drawings\WW-IOC-PL-EQPT01.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-IOC-PL-EQPT01.dwg
DEMOLITION
INTERMEDIATE OZONE CONTACTORS
ACTUATOR IMPROVEMENTS PLANIOC-D-3DWS
MAJ
.
DWS PLAN1/4"=1'-0"1-IOC ACTUATOR DEMOLITION ANDREPLACEMENT DETAIL INOT TO SCALE2-1/4"=1'-0"2'01'4'8'GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIAL PROCEDURES" BEFORE BEGINNINGDEMOLITION IN THIS AREA.3.ALL ANCHOR BOLTS MUST BE STAINLESS STEEL (TYPE 316) UNLESS NOTED OTHERWISE.4.CONTRACTOR MUST COORDINATE THE SLIDE GATE ELECTRIC MOTOR OPERATOR PEDESTALBASE PLATE WITH THE EXISTING ANCHORS.5.DEMOLISH AND REPLACE WATERTIGHT FLEX CONDUIT ASSOCIATED WITH ELECTRIC MOTOROPERATORS.NOTES BY SYMBOL " "1.SLIDE GATE ELECTRIC MOTOR OPERATOR (48" X 36"-SLG-E) TO BE DEMOLISHED ANDREMOVED COMPLETELY (TYP. 2, 1 EACH AT IOC NO. 1 AND IOC NO. 2). REFER TO IOC-M-3FOR REPLACEMENT INFORMATION. SLIDE GATES MUST REMAIN IN PLACE.2.SLIDE GATE ELECTRIC MOTOR OPERATOR (20" X 20"-SLG-E) TO BE DEMOLISHED ANDREMOVED COMPLETELY (TYP. 4, 2 EACH AT IOC NO. 1 AND IOC NO. 2). REFER TO IOC-M-3FOR REPLACEMENT INFORMATION. SLIDE GATES MUST REMAIN IN PLACE.3.DEMOLISH AND REPLACE SLIDE GATE ELECTRIC MOTOR OPERATOR (EMO) FOR SLG-IOC-6.4.DEMOLISH AND REPLACE ACTUATOR MOUNTING STAND FOR EMO SLG-IOC-6.5.DEMOLISH AND REPLACE CLEAR PLASTIC STEM PROTECTOR FOR EMO SLG-IOC-6.6.DEMOLISH AND REPLACE SLIDE GATE EMO SLG-IOC-5.7.DEMOLISH AND REPLACE ACTUATOR MOUNTING STAND FOR EMO SLG-IOC-5.8.DEMOLISH AND REPLACE CLEAR PLASTIC STEM PROTECTOR FOR EMO SLG-IOC-5.1481716132222361IOC-D-42IOC-D-43IOC-D-54IOC-D-52022-10-2171
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:55 PM Plot By: maj Filename: N:\WW\Drawings\WW-OC-DT-DEMO05.dwg Last Saved: 10/10/2022 5:38 PM Saved By: majFilename: N:\WW\Drawings\WW-OC-DT-DEMO05.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-OC-DT-DEMO05.dwg
DEMOLITIONINTERMEDIATE OZONE CONTACTORS ACTUATORDEMOLITION - DETAIL IIOC-D-4YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE SLIDE GATE ELECTRIC MOTOROPERATOR FOR SLG-IOC-1.2.DEMOLISH AND REPLACE SLIDE GATE ELECTRIC MOTOROPERATOR FOR SLG-IOC-2.3.DEMOLISH AND REPLACE ELECTRIC MOTOR OPERATORMOUNTING STAND FOR EMO SLG-IOC-1.4.DEMOLISH AND REPLACE ELECTRIC MOTOR OPERATORMOUNTING STAND FOR EMO SLG-IOC-2.5.DEMOLISH AND REPLACE CLEAR PLASTIC STEMPROTECTOR FOR EMO SLG-IOC-1.6.DEMOLISH AND REPLACE CLEAR PLASTIC STEMPROTECTOR FOR EMO SLG-IOC-2.IOC ACTUATORDEMOLITION AND REPLACEMENT DETAIL IINTS1IOC-D-3GENERAL NOTES:1.REFER TO SHEET IOC-D-3 FOR ADDITIONALNOTES.12IOC ACTUATORDEMOLITION AND REPLACEMENT DETAIL IIINTS2IOC-D-334652022-10-2172
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:55 PM Plot By: maj Filename: N:\WW\Drawings\WW-OC-DT-DEMO06.dwg Last Saved: 10/10/2022 5:50 PM Saved By: majFilename: N:\WW\Drawings\WW-OC-DT-DEMO06.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-OC-DT-DEMO06.dwg
DEMOLITIONINTERMEDIATE OZONE CONTACTORSACTUATOR DEMOLITION DETAILS IIIOC-D-5YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-IOC-32.DEMOLISH AND REPLACE SLIDE GATEELECTRIC MOTOR OPERATOR FOR SLG-IOC-43.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOSLG-IOC-34.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOSLG-IOC-45.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO SLG-IOC-36.DEMOLISH AND REPLACE CLEAR PLASTICSTEM FOR EMO SLG-IOC-4IOC ACTUATOR DEMOLITION AND REPLACEMENT DETAIL IVNTS3IOC-D-3GENERAL NOTES:1.REFER TO SHEET IOC-D-3 FOR ADDITIONALNOTES.56341IOC ACTUATOR DEMOLITION AND REPLACEMENT DETAIL VNTS4IOC-D-322022-10-2173
*
5'-7"
TYP.6'-6" TYP.12"12"5'-0"1'-4"L
8"
TYP. N&S
9'-0" TYP.6'-0"1'-6"
3'-6"
2"-SA-SS
CL EL 582.50 IOC-M-1MECHANICALINTERMEDIATE OZONE CONTACTORS GALLERY MODIFICATIONSPLAN AND SECTIONSMW4'8'4'0
1/4"=1'-0"SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:51 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-M-1.dwg Last Saved: 10/12/2022 12:18 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-M-1.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL IOC-M-1.dwgCELLS
8S & 7S
CELLS
6S & 5S
CELLS
4S & 3S
CELLS
2S & 1S
CELLS
2N & 1N
CELLS
4N & 3NCELLS
6N & 5N
CELLS
8N & 7N
SUPPORT CROSSES
PER OZ14 W/OUT
STRAPS (TYP.)
F =574.89F =574.83
F =574.76L
F =574.70L
F =574.68
ELEV.=
580.75 TYP.
ELEV.=581.00
F =578.00
TYP.
REINSTALL EX OZONE
RESIDUAL ANALYZERS/
TRANSMITTERS (TYP.)
(SEE NOTE 3)
(SOUTH SIDE SHOWN, SAMPLE SYSTEM ON NORTH SIDE IS MIRROR IMAGE)
8"-PL-M
(TYP.)
SAMPLE RETURN PUMP
SAMPLE RETURN
PUMP DISCHARGE
INTO CONTACTOR
INV EL. 605.50
RESTRAINED
FCA (TYP.)
1.PIPE, VALVES AND FITTINGS SHOWN ARE TYPICAL FOR BOTH
CONTACTORS.
2.SEE PLAN VIEW FOR DIMENSIONS OF 4" THICK CONCRETE EQUIPMENT
PAD. PAD DIMENSIONS TO BE COORDINATED WITH MANUFACTURER.
MOUNT PUMP WITH 316 SS ANCHOR BOLTS.
3.REPLACE DISSOLVED OZONE RESIDUAL ANALYZER FILTERS AND
CALIBRATE AFTER REINSTALLED.
4.PROVIDE NEW OZONE RESIDUAL ANALYZERS FOR THE FIRST SAMPLE
LOCATION ON EACH CONTACTOR.
5.MODULAR MECHANICAL EXPANDING SEAL SHALL BE EPDM WITH TYPE
316 SS FASTENERS.
6.ALL PIPE SUPPORTS SHALL BE TYPE 316 SS. PIPE STRAPS SHALL BE PTFE.
3/4"-SA-SS
3/4"-BV
3/4"x1/2" TEE FOR
INSTRUMENTS
3/4"-CV
SLOPE TO PUMP
1"-BV-M
2"x1"
REDUCING TEE
DRAIN PLAN
1/4"=1'-0"
1
-
1
SECTION
1/4"=1'-0"
1
-
AMBIENT OZONE
ANALYZER WITH
AUDIBLE ALARM
EXISTING SUMP PUMP
AND 2" PVC DISCHARGE
PIPING NOT SHOWN
SEE NOTE 2
GENERAL NOTES
-
SAMPLE STATION DETAIL 1
3/8"=1'-0"
NEW OZONE RESIDUAL
ANALYZER/TRANSMITTER
AE/AIT-5616 FOR IOC-1 AND
AE/AIT-5666 FOR IOC-2
(SEE NOTE 4)
FE WITH NEEDLE
CONTROL VALVE
3/4" SST (TYP.)
2"x1/2" TEE
FE WITH NEEDLE
CONTROL VALVE
3/4" SST (TYP.)
2"x1/2" TEE (TYP.)
SAMPLE STATION DETAIL 2
3/8"=1'-0"
SAMPLE STATION DETAIL 3
3/8"=1'-0"
FE
FE WITH NEEDLE
CONTROL VALVE (TYP.)
3/4" SST (TYP.)
2"x1/2" TEE
SEE SAMPLE STATION
DETAIL 1, THIS SHEET
SEE SAMPLE STATION
DETAIL 2, THIS SHEET
SEE SAMPLE STATION
DETAIL 3, THIS SHEET
SEE NOTE 2
2
-
340
TYPE U
PIPE SUPPORT (TYP.)
(SEE NOTE 6)
SECTION
3/8"=1'-0"
2
-
3/4"-SA-SS
342
TYPE T
PIPE PENETRATION (TYP.)
(SEE NOTE 5)
INV. EL. 605.50
CONTACTOR WALL
OZONE
CONTACTOR
CONTACTOR
GALLERY
340
TYPE U
PIPE SUPPORT
(SEE NOTE 6)
FIBERGLASS GRATING
COORDINATE SUMP
PUMP DISCHARGE (TYP.)
NEW FIBERGLASS GRATING
AMBIENT OZONE
ANALYZER WITH
AUDIBLE ALARM
340
TYPE U
PIPE SUPPORT
(SEE NOTE 6)
REINSTALL EX OZONE
RESIDUAL ANALYZERS/
TRANSMITTERS (TYP.)
(SEE NOTE 3)
74
*
8'-0"35'-8"16'-10"3'-0"
4'-5"10'-0"4'-6"1'-1 3/4"3'-4 1/4"8'-0"
IOC-M-2MECHANICALINTERMEDIATE OZONE CONTACTORS DESTRUCT SYSTEM MODIFICATIONSPLAN AND SECTIONSMWSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:52 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-M-2.dwg Last Saved: 10/12/2022 12:20 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\IOC-M-2.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL IOC-M-2.dwg4" OFF-GAS
PIPE
OZONE DESTRUCT
SYSTEM NO. 2
DSX-IOC-2
OZONE DESTRUCT
SYSTEM NO. 1
DSX-IOC-1
NEW AIR DESTRUCT BLOWERS (TYP.)
CHECK VALVE
(TYP)
NEW AIR DESTRUCT
BLOWERS (TYP.)
4'8'4'0
1/4"=1'-0"
3/8"=1'-0
0 1'2'4'
1.REFER TO SPECIFICATION SECTION 10 43 10 - SIGNS FOR
PLACARDS TO BE PROVIDED.
2.SEE PLAN VIEW FOR DIMENSIONS OF 4" THICK CONCRETE
EQUIPMENT PAD. PAD DIMENSIONS TO BE COORDINATED
WITH MANUFACTURER. MOUNT PUMP WITH 316 SS
ANCHOR BOLTS.
3.SUPPORT ANALYZERS WITH EXISTING UNISTRUT. REPLACE
AND FIELD ROUTE SAMPLE TUBING TO ANALYZER.
TOP PLAN
1/4"=1'-0"
1
-
2
SECTION
3/8"=1'-0"
2
-
SECTION
3/8"=1'-0"
1
-
1
AMBIENT OZONE ANALYZER
ALARM BEACON (SEE NOTE 1)
LOCATE NEXT TO DOOR ON
BUILDING EXTERIOR
OZONE ANALYZER (TYP.)
OZONE ANALYZER (TYP.)
(SEE NOTE 3)
OZONE ANALYZER (TYP.)
SEE NOTE 2
2'-0"1'-8"CONCRETE EQUIPMENT PAD (TYP.)
GENERAL NOTES
-
-
SEE NOTE 2
FLEXIBLE
COUPLING (TYP.)
75
*
38'-8"53'-4"13'-0"10'-0"13'-0"ACCESS MANWAY(TYP)SKYLIGHT(TYP)OFF-GASBLOWER SLG-IOC-6SLG-IOC-548"x 36"-SLG-E48"x 36"-SLG-EEXHAUST FANBRIDGE FROMFLOC/ SED BASINPIPE CHASENOTE:ACCESS STAIRS NOT SHOWNEMOEMOSLG-IOC-1EMOSLG-IOC-2EMOSLG-IOC-3EMOSLG-IOC-4EMO20"x 20"-SLG-E20"x 20"-SLG-EOFF-GASBLOWERSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/10/2022 5:56 PM Plot By: maj Filename: N:\WW\Drawings\WW-IOC-PL-EQPT01.dwg Last Saved: 10/10/2022 5:25 PM Saved By: majFilename: N:\WW\Drawings\WW-IOC-PL-EQPT01.dwgACAD Rel: 24.0s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-IOC-PL-EQPT01.dwg
MECHANICAL
INTERMEDIATE OZONE CONTACTORS
ACTUATOR IMPROVEMENTS PLANIOC-M-3KEC
MAJ
.
DWSPLAN1/4"=1'-0"1-1/4"=1'-0"2'01'4'8'GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIALPROCEDURES" BEFORE BEGINNING DEMOLITION IN THIS AREA.3.ALL ANCHOR BOLTS MUST BE STAINLESS STEEL (TYPE 316) UNLESSNOTED OTHERWISE.NOTES BY SYMBOL " "1.INSTALL NEW SLIDE GATE ELECTRIC MOTOR OPERATOR (48" X36"-SLG-E) WITH A FLOOR STAND IN ACCORDANCE WITH DETAIL374 (TYP. 2, 1 EACH AT IOC NO. 1 AND IOC NO. 2).2.INSTALL NEW SLIDE GATE ELECTRIC MOTOR OPERATOR (20" X20"-SLG-E) WITH A FLOOR STAND IN ACCORDANCE WITH DETAIL374 (TYP. 4, 2 EACH AT IOC NO. 1 AND IOC NO. 2).1212222022-10-2176
*
MAIN DRAIN SUMP12" BACKWASHAIR LINE1453231FILTER RECYCLE SUMP451(OBSCURED)3(OBSCURED)23(OBSCURED)1(OBSCURED)677DEMOLITION
FILTERS
DEMOLITION PLANF-D-1MSS
MAJ
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBE 2
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 4:41 PM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-DT-DEMO01.dwg Last Saved: 10/11/2022 4:02 PM Saved By: majFilename: N:\WW\Drawings\WW-FIL-DT-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-DT-DEMO01.dwgDEMOLITION PLANN.T.S.1F-D-1NOTES BY SYMBOL " "1.FILTER EFFLUENT BUTTERFLY VALVE (30-BFV-E)AND ACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYP. OF 8) REFER TOPHOTO 1/F-D-5 FOR DETAILS. REFER TO F-M-1FOR REPLACEMENT INFORMATION.2.FILTER INFLUENT BUTTERFLY VALVE (18-BFV-E)AND ACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYP. OF 8) REFER TOPHOTO 2/F-D-5 FOR DETAILS. REFER TO F-M-1FOR REPLACEMENT INFORMATION.3.FILTER DRAIN VALVE (24-BFV-E) AND ACTUATORTO BE DEMOLISHED AND REMOVED COMPLETELY.(TYP. OF 8) REFER TO PHOTO 2/F-D-5 FOR DETAILSREFER TO F-M-1 FOR REPLACEMENTINFORMATION.4.ACCESS HATCH TO FILTER PIPE GALLERY FORREMOVAL OF ACTUATORS AND VALVES. ONE FORFILTERS 1-4 AND ONE FOR FILTERS 5-8.5.DOOR ACCESS TO FILTER PIPE GALLERY (STAIRSINSIDE DOOR DOWN TO GALLERY). ONE ACCESSDOOR PER SET OF 4 FILTERS. REFER TO PHOTOS3-5 ON DRAWING F-D-6 TAKEN FROM INSIDEFILTER PIPE GALLERY FOR ADDITIONALDEMOLITION DETAILS.6.DEMOLISH AND REPLACE CHEMICAL PIPES ANDCHEMICAL PIPE TRENCH ADJACENT TO EASTWALL OF FILTERS. RECONNECT PIPE TRENCH ANDPIPING TO EXISTING PIPE TRENCH ADJACENT TOTHE NORTH AND SOUTH SIDE OF THE FILTERS.REFER TO F-M-7 FOR ADDITIONAL INFORMATION.CONTRACTOR SHOULD ASSUME 200 LF OF EACHCHEMICAL LINE IDENTIFIED BELOW FORTEMPORARY, DEMOLITION, AND REPLACEMENT.CONTRACTOR IS RESPONSIBLE FOR FURNISHINGAND ROUTING TEMPORARY PIPING FOR THEFOLLOWING: 3-CLV-PVC 1-NH3-BS 1-C-PVC 1-HFS-PVC7.DEMOLISH AND REPLACE CONCRETE SIDEWALK,DOOR LANDING, RAMP, AND STEPS ASNECESSARY TO CONSTRUCT THE IMPROVEMENTS.GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00“SPECIAL PROCEDURES” BEFORE BEGINNINGDEMOLITION IN THIS AREA.3.THE CONTRACTOR IS RESPONSIBLE FOR THEISOLATION OF THE PIPING TO MAINTAIN FILTEROPERATIONS AS REQUIRED. ISOLATION WORK WILLBE CONSIDERED PART OF THE PROJECT AND BE ATNO ADDITIONAL COST TO THE OWNER.4.REFER TO THE ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION REGARDINGELECTRICAL WORK ASSOCIATED WITH VALVE ANDOPERATOR DEMOLITION AND REPLACEMENT.5.DEMOLISH AND REPLACE WATERTIGHT FLEXCONDUIT ASSOCIATED WITH ELECTRIC MOTOROPERATORS.8.DEMOLISH AND REPLACE SPLIT-SYSTEM AIRCONDITIONING UNIT AT FILTER KIOSK. REFER TOSECTION 23 81 26 "MINI-SPLIT-SYSTEM-AIRCONDITIONERS" FOR ADDITOINAL INFORMATION.8(OBSCURED)2023
2023/10/1677
*
4332233114116ISOLATION/ DRAINVALVE BFV-F-197ISOLATION/ DRAINVALVE BFV-F-186INFLUENT VALVEBFV-F-185INFLUENT VALVEBFV-F-141ISOLATION/ DRAINVALVE BFV-F-142INFLUENT VALVEBFV-F-196INFLUENT VALVEBFV-F-152ISOLATION/ DRAINVALVE BFV-F-153ISOLATION/ DRAINVALVE BFV-F-218ISOLATION/ DRAINVALVE BFV-F-208INFLUENT VALVEBFV-F-207INFLUENT VALVEBFV-F-163ISOLATION/ DRAINVALVE BFV-F-164INFLUENT VALVEBFV-F-218INFLUENT VALVEBFV-F-174ISOLATION/ DRAINVALVE BFV-F-1755788SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 7:51 AM Plot By: tmg Filename: N:\WW\Drawings\WW-FIL-PL-DEMO02.dwg Last Saved: 1/24/2024 7:49 AM Saved By: tmgFilename: N:\WW\Drawings\WW-FIL-PL-DEMO02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-DEMO02.dwg
DEMOLITION
FILTERS
TOP PLAN - DEMOLITIONF-D-2.MSS
MAJ
.
DWS NOTES BY SYMBOL " "1.FILTER EFFLUENT BUTTERFLY VALVE(30-BFV-E) AND ACTUATOR TO BEDEMOLISHED AND REMOVED COMPLETELY.(TYP OF 8). REFER TO PHOTO 1/F-D-5 FORDETAILS. REFER TO F-M-1 FOR REPLACEMENTINFORMATION.2.FILTER INFLUENT BUTTERFLY VALVE(18-BFV-E) AND ACTUATOR TO BEDEMOLISHED AND REMOVED COMPLETELY.(TYP OF 8). REFER TO PHOTO 2/F-D-5 FORDETAILS. REFER TO F-M-1 FOR REPLACEMENTINFORMATION.3.FILTER DRAIN VALVE (24-BFV-E) ANDACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYP OF 8). REFER TOPHOTO 2/F-D-5 FOR DETAILS. REFER TO F-M-1FOR DETAILS. REFER TO F-M-1 FORREPLACEMENT INFORMATION.4.ACCESS HATCH TO FILTER PIPE GALLERY FORREMOVAL OF ACTUATORS AND VALVES. ONEFOR FILTERS 1-4 AND ONE FOR FILTERS 5-8.5.DOOR ACCESS TO FILTER PIPE GALLERY(STAIRS INSIDE DOOR DOWN TO GALLERY).ONE ACCESS DOOR PER SET OF 4 FILTERS.REFER TO PHOTOS 3, 4, AND 5 ON DRAWINGF-D-6 FOR ADDITIONAL DEMOLITIONINFORMATION.6.DEMOLISH AND REPLACE CHEMICAL PIPESAND CHEMICAL PIPE TRENCH ADJACENT TOEAST WALL OF FILTERS. RECONNECT PIPETRENCH AND PIPING TO EXISTING PIPETRENCH ADJACENT TO THE NORTH ANDSOUTH SIDE OF THE FILTERS. REFER TO F-M-7FOR ADDITIONAL INFORMATION.7.DEMOLISH AND REPLACE CHEMICAL PIPESAND CHEMICAL PIPE TRENCH ADJACENT TOEAST WALL OF FILTERS. RECONNECT PIPETRENCH AND PIPING TO EXISTING PIPETRENCH ADJACENT TO THE NORTH ANDSOUTH SIDE OF THE FILTERS. REFER TO F-M-7FOR ADDITIONAL INFORMATION.CONTRACTOR SHOULD ASSUME 200 LF OFEACH CHEMICAL LINE IDENTIFIED BELOW FORTEMPORARY, DEMOLITION, ANDREPLACEMENT. CONTRACTOR ISRESPONSIBLE FOR FURNISHING AND ROUTINGTEMPORARY PIPING FOR THE FOLLOWING: 3-CLV-PVC 1-NH3-BS 1-C-PVC 1-HFS-PVC8.DEMOLISH AND REPLACE CONCRETESIDEWALK, DOOR, LANDING, RAMP, ANDSTEPS AS NECESSARY TO CONSTRUCT THEIMPROVEMENTS.TOP PLAN3/16" = 1'-0"1-91'-6"18'-0"5'-6"39'-6"5'-6"2'-10"29'-0"152.0029'-0"03/16"=1'-0"4'8'1F-D-4GENERAL NOTES:1.REFER TO SHEET F-D-1 FOR ADDITIONALNOTES.2.THE MEDIA FROM THE EIGHT (8) FILITERSMUST BE REMOVED AS PART OF THEWORK. THE CONTRACTOR WILL BERESPONSIBLE FOR THE REMOVAL ANDDISPOSAL OF THE SAND ANDANTHRACITE MEDIA. THE FILTER MEDIAMUST BE DISPOSED OF BY THECONTRACTOR IN FULL COMPLIANCE WITHLOCAL, COUNTY, STATE AND FEDERALLAWS, ORDINANCES AND REGULATIONS.REFER TO SECTION 46 61 13 "FILTERMEDIA" FOR ADDITIONALREQUIREMENTS.3.THE FILTER UNDERDRAIN MEDIARETAINER CAPS FOR THE EIGHT (8)FILTERS MUST BE REMOVED AS PART OFTHE WORK. THE CONTRACTOR ISRESPONSIBLE FOR THE REMOVAL ANDDISPOSAL OF THE MEDIA RETAINER CAPS.REFER TO SECTION 46 61 11.01 "FILTERUNDERDRAIN EQUIPMENTMODIFICATIONS" FOR ADDITIONALREQUIREMENTS.240.07±111'-0"±51 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/2478
*
10-FR-DIBACKWASHBAFFLE PLATE(TYP)PUMP STATIONTO FILTER RECYCLECHLORINEEJECTORVACUUMGAUGE3-W2-DI3-CLV-PVC3-BV-M3-W2-DIDRESSERCOUPLINGDOWN(TYP)30-BFV-EOVERFLOW WEIRDRESSERCOUPLING2'-4"1-NH3-BS12"x 20" DUCT(TYP 2)FIBERGLASSTROUGH (TYP 4@ EACH FILTER)4'x3'x5'DEEPSUMP4'x3'x3.5' DEEPSUMP (TYP 2)LANDINGEL 598.5030-FE-S(TYP)3'-5 1/2"5'-0"24" MANWAY W/ BLINDFLANGE (TYP)1'-1"8'-8"9" PROJ (TYP)14'-4"9"1'-6"16'-0"1'-0"4'-0"1'-6"4'-0"1'-0"16'-0"1'-6"16'-0"1'-0"4'-0"1'-6"4'-0"1'-0"16'-0"1'-6"14'-4"5'-2"1'-6"19'-0"2'-6"
10"
3'-4"
10"
2'-6"4'-0"x 4'-0"ROOF HATCH4'-0"x 4'-0"ROOF HATCH(TYP)(TYP)(TYP)(TYP)(TYP)33'-2"6'-4"
3'-8"7'-3"7'-3"7'-3"3'-7"
10'-0"
1'-4"
29'-0"
1'-4"
5'-0"5'-0"
1'-4"
29'-0"
1'-4"
10'-0"12-FR-S12-BWA-SS12-FR-S12-BWA-SS12-BWA-SS12-BWA-SS93'-4"46'-8"5'-6"39'-6"5'-6"20'-6"48-FI-S36-WW-S12-FR-S12-FR-SFILTER No.4FILTER No.3FILTER No.2FILTER No.1FILTER No.5FILTER No.6FILTER No.7FILTER No.8(TYP. OF 8)18-BFV-E24-BFV-E(TYP. OF 8)30-FE-S(TYP)PLAN AT ELEV. 606.00PLAN AT ELEV. 598.003/16 = 1'-0"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 4:42 PM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-PL-DEMO03.dwg Last Saved: 10/11/2022 4:29 PM Saved By: majFilename: N:\WW\Drawings\WW-FIL-PL-DEMO03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-DEMO03.dwg
DEMOLITION
FILTERS
PLAN - DEMOLITIONF-D-3MSS
MAJ
.
DWS NOTES BY SYMBOL " "1.FILTER EFFLUENT BUTTERFLY VALVE(30-BFV-E) AND ACTUATOR TO BEDEMOLISHED AND REMOVED COMPLETELY.(TYP OF 8). REFER TO PHOTO 1/F-D-5 ANDPHOTO 3/F-D-6 FOR DETAILS. REFER TO F-M-1FOR REPLACEMENT INFORMATION.2.FILTER INFLUENT BUTTERFLY VALVE(18-BFV-E) AND ACTUATOR TO BEDEMOLISHED AND REMOVED COMPLETELY.(TYP OF 8). REFER TO PHOTO 2/F-D-5 FORDETAILS. REFER TO F-M-1 FOR REPLACEMENTINFORMATION.3.FILTER DRAIN VALVE (24-BFV-E) ANDACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYP OF 8). REFER TOPHOTO 2/F-D-5 FOR DETAILS. REFER TO F-M-1FOR REPLACEMENT INFORMATION.4.EXISTING ACCESS HATCH TO FILTER PIPEGALLERY FOR REMOVAL OF ACTUATORS ANDVALVES. ONE FOR FILTERS 1-4 AND ONE FORFILTERS 5-8.5.DEMOLISH ALL EXISTING FLOOR GRATINGAND GRATING MOUNTS. TYPICAL OF BOTHFILTER GALLERIES. RETAIN GRATING FORREUSE BY OWNER. REFER TO F-M-3 ANDF-M-4 FOR REPLACEMENT INFORMATION.03/16"=1'-0"4'8'GENERAL NOTES:1.REFER TO SHEET F-D-1 FOR ADDITIONALNOTES.452233223322221141F-D-43-CLS-PVC3-W2-PVC511-2022-10-2179
*
1C EL. 583.9248" FILTER EFFLUENTCL
FIBERGLASS TROUGHSDEMO CAST IRON WALL BRACKET18-BFV-E18" WALL PIPE(TYP.)DEMO FLOORSTAND W/ELECTRICOPERATORS (TYP.)DEMO FILTER DRAIN24-BFV-EDEMOSTEM GUIDE (TYP)DUAL PARALLEL UNDERDRAINSINFLUENTCHANNELEL. 592.10DEMO 30" VICTAULIC CPLG30-FE-S48-FE-S24-WW-SDEMO 24-BFV-EDEMO 18-BFV-ELWASTEBACKWASHCHANNELTOP OF 36"50% 589.08EXPANDED MEDIA25% 588.08TOP OF MEDIA587.08DEMOGRATINGPLATFORMEL 585.75EL. 608.60CHANNEL F EL 588.92LEL. 599.6024" MANWAY W/BLIND FLANGE ANDHINGES OR DAVITSUPPORT (TYP 3)C EL. 586.58L12-BWA-SSMDEMO EXTENDEDVALVE STEM (TYP)6'-9"6'-11 1/2"1'-6 1/2"SLOPE 1 1/2"ALUMINUMHANDRAILEL. 608.48TOP OF GULLETWALL EL 599.602" GAP
1" PERSONNELPROTECTION12-FR-SROOF EXHAUSTFAN (TYP)ROOF EXHAUSTFAN (TYP)VENT LINE2" STAINLESS STEEL12-BFV-EEL 598.00±EL 592.75BACKWASH1" MIRAFI DRAIN LAYERDRAIN TO ACCESS OPENING.EL 587.502-D-SCONCRETE CRADLE (TYP)DEMO AND REPLACETAPS FOR DIFFERENTIALPRESSURE MONITORBAFFLE PLATE GROUT FILL3-W2-PVC2" SOLENOID VALVE, SS2" BALL VALVEINSERTION TYPEELECTROMAGNETICFLOWMETERSAMPLE TAP4532DEMO30-BFV-EDEMO STEMGUIDE (TYP)DEMO76BACKWASHAIRDEMODEMO FILTER INFLUENTDEMO EFFLUENT30-BFV-EDEMO AND REPLACESAMPLE TAP(REFER TO NOTE 3)889DEMO 8" SANDDEMO 40" ANTHRACITEDEMO 1" POROUS PLATESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 7:28 AM Plot By: tmg Filename: N:\WW\Drawings\WW-FIL-SC-DEMO01.dwg Last Saved: 1/24/2024 7:27 AM Saved By: tmgFilename: N:\WW\Drawings\WW-FIL-SC-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-SC-DEMO01.dwg
DEMOLITION
FILTERS
SECTION - DEMOLITIONF-D-4.MSS
MAJ
.
DWS NOTES BY SYMBOL " "1.REMOVE 30" FILTER EFFLUENT ACTUATOR,VALVE SUPPORT, AND BUTTERFLY VALVECOMPLETELY. REFER TO F-M-1 AND F-M-4FOR REPLACEMENT INFORMATION.2.REMOVE 18" FILTER INFLUENT ACTUATORAND BUTTERFLY VALVE COMPLETELY. REFERTO F-M-1 AND F-M-4 FOR REPLACEMENTINFORMATION.3.REMOVE 24" FILTER DRAIN ACTUATOR ANDBUTTERFLY VALVE COMPLETELY. REMOVEAND REPLACE GROUT AROUND 24"BUTTERFLY VALVE AS NEEDED. REFER TOF-M-1 AND F-M-4 FOR REPLACEMENTINFORMATION.4.REMOVE 12" AIR SCOUR ACTUATOR ANDBUTTERFLY VALVE COMPLETELY. REFER TOF-M-4 FOR REPLACEMENT INFORMATION.5.REMOVE 12" FILTER RECYCLE ACTUATOR ANDBUTTERFLY VALVE COMPLETELY. REFER TOF-M-4 FOR REPLACEMENT INFORMATION.6.DEMOLISH ALL EXISTING FLOOR GRATING ANDGRATING MOUNTS. TYPICAL OF BOTH FILTERGALLERIES. RETAIN GRATING FOR REUSE BYOWNER. REFER TO F-M-3 AND F-M-4 FORREPLACEMENT INFORMATION.7.DEMOLISH 2" SS SOLENOID VALVE.RECONNECT PIPE AS SHOWN ON F-M-4 ANDF-M-6.8.REMOVE THE EXISTING FILTER MEDIA(8-INCHES OF FILTER SAND AND 40 INCHES OFANTHRACITE) FROM THE FILTERS. REFER TOSECTION 46 61 13 "FILTER MEDIA" FORADDITIONAL REQUIREMENTS.9.DEMOLISH THE EXISTING FILTER MEDIARETAINER CAP. REFER TO SECTION 46 61 11.01"FILTER UNDERDRAIN EQUIPMENTMODIFICATIONS" FOR ADDITIONALREQUIREMENTS.GENERAL NOTES:1.REFER TO SHEET F-D-1 FOR ADDITIONALNOTES.2.ONE FILTER IS SHOWN ON THIS DRAWING.THE WORK SHOWN ON THIS DRAWING ISTYPICAL FOR EIGHT FILTERS.3.THE CONTRACTOR SHOULD EXPECT TOENCOUNTER THAT THE BUTTERFLY VALVE,FLANGE, AND BOLTS MAY BE PARTIALLYENCASED IN GROUT FILL. THE CONTRACTORIS RESPONSIBLE FOR REMOVING THE GROUTAS NECESSARY AND REQUIRED TO COMPLETETHE DEMOLITION AND REPLACEMENT AT NOADDITIONAL COST TO THE OWNER.SECTION3/8" = 1'-0"1F-D-2PHOTONOT TO SCALE2 -03/8"=1'-01'2'4'2-111 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24
2024/01/2480
*
132DEMOLITION
FILTERS
DETAIL I - DEMOLITIONF-D-5MSS
MAJ
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 4:43 PM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-DT-DEMO02.dwg Last Saved: 10/11/2022 4:35 PM Saved By: majFilename: N:\WW\Drawings\WW-FIL-DT-DEMO02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-DT-DEMO02.dwg NOTES BY SYMBOL " "1.FILTER EFFLUENT BUTTERFLY VALVE (30-BFV-E)AND ACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYPICAL OF 8). REFERTO F-M-1 FOR REPLACEMENT INFORMATION.2.FILTER INFLUENT BUTTERFLY VALVE (18-BFV-E)AND ACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. (TYPICAL OF 8). REFERTO F-M-1 FOR REPLACEMENT INFORMATION.3.FILTER DRAIN VALVE (24-BFV-E) AND ACTUATORTO BE DEMOLISHED AND REMOVEDCOMPLETELY. (TYPICAL OF 8). REFER TO F-M-1FOR REPLACEMENT INFORMATION.4.DEMOLISH AND REPLACE CHEMICAL PIPES ANDCHEMICAL PIPE TRENCH ADJACENT TO EASTWALL OF FILTERS. RECONNECT PIPE TRENCH ANDPIPING TO EXISTING PIPE TRENCH ADJACENT TOTHE NORTH AND SOUTH SIDE OF THE FILTERS.REFER TO F-M-7 FOR ADDITIONALINFORMATION. CONTRACTOR IS RESPONSIBLEFOR FURNISHING AND ROOTING TEMPORARYPIPING FOR THE FOLLOWING: 3-CLV-PVC 1-NH3-BS 1-C-PVC 1-HFS-PVCFILTER EFFLUENT ACTUATORSNTS1-FILTER INFLUENT AND FILTER DRAIN ACTUATORSNTS2-GENERAL NOTES:1.REFER TO SHEET F-D-1 FOR ADDITIONALNOTES.42022-10-2181
*
12354DEMOLITION
FILTERS
DETAIL II - DEMOLITIONF-D-6MSS
MAJ
.
DWSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 4:43 PM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-DT-DEMO03.dwg Last Saved: 10/11/2022 4:38 PM Saved By: majFilename: N:\WW\Drawings\WW-FIL-DT-DEMO03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-DT-DEMO03.dwg NOTES BY SYMBOL " "1.FILTER EFFLUENT BUTTERFLY VALVE (30-BFV-E)AND ACTUATOR TO BE DEMOLISHED ANDREMOVED COMPLETELY. REFER TO F-M-1 FORREPLACEMENT INFORMATION.2.DEMOLISH ALL EXISTING FLOOR GRATING ANDGRATING MOUNTS. TYP. OF BOTH FILTERGALLERIES. RETAIN GRATING FOR REUSE BYOWNER. REFER TO F-M-3 AND F-M-4 FORREPLACEMENT INFORMATION.3.REMOVE 12" FILTER RECYCLE ACTUATOR ANDBUTTERFLY VALVE COMPLETELY. REFER TO F-M-4FOR REPLACEMENT INFORMATION.4.REMOVE 12" AIR SCOUR ACTUATOR ANDBUTTERFLY VALVE COMPLETELY. REFER TO F-M-4FOR REPLACEMENT INFORMATION.5.INSULATION AROUND AIR SCOUR BUTTERFLYVALVE TO BE REMOVED SO THAT VALVE CAN BEREMOVED AND NEW INSULATION INSTALLEDWITH NEW VALVE.FILTER EFFLUENT BUTTERFLY VALVENTS3-AIR SCOUR ACTUATOR AND BUTTERFLY VALVENTS5-FILTER RECYCLE ACTUATOR AND BUTTERFLY VALVENTS4-GENERAL NOTES:1.REFER TO SHEET F-D-1 FOR ADDITIONALNOTES.2022-10-2182
*
FILTER No.8FILTER No.7FILTER No.6FILTER No.5FILTER No.1FILTER No.2FILTER No.3FILTER No.4~EX PERIMETER SUPPORT ANGLE TO REMAINEX GRATING TO BE REMOVED AND SALVAGED TO OWNEREX PERIMETER SUPPORT ANGLE TO REMAINEX GRATING TO BE REMOVED AND SALVAGED TO OWNER1' - 6" 8' - 6" 1' - 4"1' - 6"8' - 6"1' - 4"1' - 6"71' - 6"1' - 0"16' - 0" 1' - 6"1' - 6"71' - 6"1' - 0"16' - 0"1' - 6"1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. FIELD VERIFY THE LOCATIONS AND CONDITIONS OF ALL BURIED UTILITIES PRIOR TO BEGINNING DEMOLITION. NOTIFY THE ENGINEER WHERE DISCREPANCIES WITH THE CONTRACT DOCUMENTS ARE DISCOVERED.2. COORDINATE DEMOLITION SCHEDULING AND SEQUENCING WITH SPECIFICATION 02 41 00 AND CONTRACT DOCUMENTS.3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL DEMOLITION ITEMS DURING THE PROCESS OF DEMOLITION.4. CONTRACTOR SHALL COORDINATE DEMOLITION WITH ALL DISCIPLINES PRIOR TO COMMENCING ANY DEMOLITION. REFER TO ELECTRICAL AND MECHANICAL FOR DEMOLITION OF EQUIPMENT NOT SHOWN.5. SAW CUT CONCRETE AT FACE OF CONCRETE TO REMAIN PRIOR TO DEMOLITION.6. FACE OF CONCRETE DEMOLITION IS TO BE REPAIRED PER 8/SD-S-5 TYP AT ALL DEMO LOCATIONS.DEMO NOTES:100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:55:07 PMBID SUBMITTALDEMOLITION PLANF-DS-1LAS/JAFJGJGMKK<File Name = Org.Description>FILTERSSTRUCTURAL3/16" = 1'-0"1FOUNDATION PLANNORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS83*
3-BV-M1-NH3-BSCHLORINEEJECTORVACUUMGAUGE3-CLV-PVC3-W2-PVC3-CLS-PVC12-BWA-SS
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBE 22
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2022 8:41 AM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-PL-EQPT01.dwg Last Saved: 10/12/2022 7:44 AM Saved By: majFilename: N:\WW\Drawings\WW-FIL-PL-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-EQPT01.dwg
MECHANICAL
FILTERS
TOP PLANF-M-1MSS
MAJ
.
DWS 111122223333332233221111F-M-42F-M-53F-M-63/16"=1'-0"1F-M-13/16"=1'-0"4'8'0T FILTER 1-4POWER/ CONTROLBUILDINGFILTER 5-8POWER/ CONTROLBUILDING44AIR SCOURISOLATIONVALVE W/RESTRAINED FCAFILTEREFFLUENTVALVEBFV-F-187FILTEREFFLUENTVALVEBFV-F-198FILTEREFFLUENTVALVEBFV-F-209FILTEREFFLUENTVALVEBFV-F-220ISOLATION/DRAINVALVE BFV-F-186ISOLATION/DRAINVALVE BFV-F-197INFLUENT VALVEBFV-F-185INFLUENT VALVEBFV-F-196ISOLATION/DRAINVALVE BFV-F-219ISOLATION/DRAINVALVE BFV-F-208INFLUENT VALVEBFV-F-207INFLUENT VALVEBFV-F-218INFLUENT VALVEBFV-F-141INFLUENT VALVEBFV-F-152ISOLATION/DRAINVALVE BFV-F-153ISOLATION/DRAINVALVE BFV-F-142INFLUENT VALVEBFV-F-174ISOLATION/DRAINVALVE BFV-F-175INFLUENT VALVEBFV-F-163ISOLATION/DRAINVALVE BFV-F-164AIR SCOURISOLATIONVALVE W/RESTRAINED FCAFILTEREFFLUENTVALVEBFV-F-143FILTEREFFLUENTVALVEBFV-F-154FILTEREFFLUENTVALVEBFV-F-1651FILTEREFFLUENTVALVEBFV-F-1764F-M-75REPLACE CONCRETESIDEWALK, RAMP,AND STEPS20'-0"±
4'-4"111'-0"±52023 6REPAIR CONCRETESIDEWALK, RAMP,AND DOOR LANDING6.REPLACE SPLIT-SYSTEM AIR CONDITIONING UNITAT FILTER KIOSK. REFER TO SECTION 23 81 26"MINI-SPLIT-SYSTEM-AIR CONDITIONERS" FORADDITOINAL INFORMATION.Te NOTES BY SYMBOL " "1.INSTALL NEW 30" FILTER EFFLUENT ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 LOCATIONS).2.INSTALL NEW 24" FILTER DRAIN ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 LOCATIONS).3.INSTALL NEW 18" FILTER INFLUENT ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 LOCATIONS).4.INSTALL NEW 12" ISOLATION BUTTERFLY VALVEWITH ACTUATOR ON 12-BWA-SS (TYP 2).5.REPLACE EXISTING CHEMICAL PIPES AND CHEMICALPIPE TRENCH ADJACENT TO EAST WALL OF FILTERS.CONNECT TO EXISTING PIPE TRENCH ADJACENT TOTHE NORTH AND SOUTH SIDE OF THE FILTERS.REFER TO F-M-7 FOR DETAILS.GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00“SPECIAL PROCEDURES” BEFORE BEGINNINGWORK IN THIS AREA.3.THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE ISOLATION OF THE PIPING TO MAINTAINFILTER OPERATIONS AS REQUIRED. ISOLATIONWORK WILL BE CONSIDERED PART OF THEPROJECT AND BE AT NO ADDITIONAL COST TOTHE OWNER.4.FIELD VERIFY DIMENSIONS AND MEASURESFOR VALVE REPLACEMENTS AND MAKEMODIFICATIONS AS REQUIRED FOR VALVEREPLACEMENT. ANY REQUIRED PIPINGMODIFICATIONS WILL BE AT NO ADDITIONALCOST TO THE OWNER. PIPING MODIFICATIONSSHALL BE SUBMITTED TO THE ENGINEER FORREVIEW PRIOR TO COMMENCEMENT OF THEWORK.5.PROVIDE STAINLESS STEEL (TYPE 316) BOLT,NUT, AND WASHER KITS AS PART OF THEVALVE REPLACEMENTS.6.PROVIDE NEW GASKETS AS PART OF THEVALVE REPLACEMENTS.7.ALL NEW VALVES AND PIPING SHALL BECOATED PER SECTION 09 96 00.01 “HIGHPERFORMANCE COATINGS.” ALL PIPING ANDFITTINGS THAT ARE REMOVED ANDREINSTALLED AS PART OF THE WORK SHALL BERE-COATED.8.INSTALL NEW INSULATION ON THE BLOWERPIPING TO MATCH THE EXISTING INSULATIONAS PART OF THE VALVE REPLACEMENTS.9.REFER TO THE ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION REGARDINGELECTRICAL WORK ASSOCIATED WITH VALVEAND OPERATOR DEMOLITION ANDREPLACEMENT.10.APPLY PROTECTIVE COATING TO EXISTINGEXPOSED PROCESS PIPING IN ACCORDANCEWITH SECTION 09 96 00.01 "HIGHPERFORMANCE COATINGS."2023/10/1684
*
(TYP. OF 8)24-BFV-E18-BFV-E(TYP. OF 8)FILTER No.8FILTER No.7FILTER No.6FILTER No.5FILTER No.1FILTER No.2FILTER No.3FILTER No.412-FR-S12-FR-S36-WW-S48-FI-S20'-6"5'-6"39'-6"5'-6"46'-8"93'-4"3/16 = 1'-0"12-BWA-SS12-BWA-SSPLAN AT ELEV. 598.00PLAN AT ELEV. 606.0012-BWA-SS12-FR-S12-BWA-SS12-FR-S10'-0"
1'-4"
29'-0"1'-4"5'-0"5'-0"
1'-4"
29'-0"
1'-4"
10'-0"
3'-7"7'-3"7'-3"7'-3"3'-8"
1'-6"
6'-4"33'-2"
(TYP)(TYP)(TYP)(TYP)(TYP)4'-0"x 4'-0"ROOF HATCH4'-0"x 4'-0"ROOF HATCH2'-6"
10"
3'-4"
10"
2'-6"19'-0"1'-6"5'-2"14'-4"8"1'-6"16'-0"1'-0"4'-0"1'-6"4'-0"1'-0"16'-0"16'-0"1'-0"4'-0"1'-6"4'-0"1'-0"16'-0"1'-6"9"14'-4"9" PROJ (TYP)8'-8"1'-1"24" MANWAY W/ BLINDFLANGE (TYP)5'-0"3'-5 1/2"(TYP)30-FE-SLANDINGEL 598.504'x3'x3.5' DEEPSUMP (TYP 2)4'x3'x5'DEEPSUMPFIBERGLASSTROUGH (TYP 4@ EACH FILTER)12"x 20" DUCT(TYP 2)2'-4"DRESSERCOUPLINGOVERFLOW WEIR30-BFV-E(TYP)DOWN
DRESSERCOUPLING3-W2-DI3-BV-M3-W2-DITO FILTER RECYCLEPUMP STATIONBACKWASHBAFFLE PLATE(TYP)10-FR-DICHLORINE EJECTOR3-CLS-PVCVACUUM GAUGE3-CLV-PVC1-NH3-BS4 R FILTERS 5-8POWER/CONTROLSBLDGFILTERS 1-4POWER/CONTROLSBLDG9"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 7:24 AM Plot By: tmg Filename: N:\WW\Drawings\WW-FIL-PL-EQPT02.dwg Last Saved: 1/24/2024 7:21 AM Saved By: tmgFilename: N:\WW\Drawings\WW-FIL-PL-EQPT02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-EQPT02.dwg
MECHANICAL
FILTERS
PLANF-M-2.MSS
MAJ
.
DWS 1NOTES BY SYMBOL " "1.INSTALL NEW 30" FILTER EFFLUENT ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 FILTERS).2.INSTALL NEW 24" FILTER DRAIN ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 FILTERS).3.INSTALL NEW 18" FILTER INFLUENT ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ONA FLOOR STAND IN ACCORDANCE WITH DETAIL 374.(TYP. 8 FILTERS).4.FILTER POWER AND CONTROLS BUILDING. REFERTO SECTION 13 24 16 "FIBERGLASS REINFORCEDPLASTIC (FRP) BUILDING" AND PLAN SERIES "E".5.CHEMICAL PIPE CHASE WITH PERMANENT PIPINGINSULATED FOR THE FOLLOWING: 3-CLV-PVC 1-NH3-BS 1-C-PVC 1-HFS-PVC6.FILTER INSTRUMENTATION STATION (TYP. 8FILTERS, 4 SHOWN.) RE: F-M-9 FOR DETAILS.12233332222221F-M-42F-M-53F-M-63/16"=1'-0"4'8'0NORTHGENERAL NOTES:1.REFER TO SHEET F-M-1 FORADDITIONAL NOTES.2.THE FILTER UNDERDRAINMEDIA RETAINER CAPS FORTHE EIGHT (8) FILTERS WILL BEREPLACED AS PART OF THEWORK. THE CONTRACTORWILL BE RESPONSIBLE FORFURNISHING, INSTALLING,AND TESTING THE FILTERUNDERDRAINMODIFICATIONS. REFER TOSECTION 46 61 11.01 "FILTERUNDERDRAIN EQUIPMENTMODIFICATIONS" FORADDITIONAL REQUIREMENTS.3.FILTER SAND AND GRANULARACTIVATED CARBON (GAC)MUST BE FURNISHED, TESTED,INSTALLED, AND WASHED INTHE EIGHT (8) FILTERS ASPART OF THE WORK. REFERTO SECTION 46 61 13 "FILTERMEDIA" FOR ADDITIONALREQUIREMENTS.1111-FILTEREFFLUENTVALVEFILTEREFFLUENTVALVEISOLATION/DRAINVALVEINFLUENT VALVEINFLUENT VALVEINFLUENT VALVEINFLUENT VALVEFILTER EFFLUENT VALVEFILTER EFFLUENT VALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVE5544661 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/2485
*
FILTER No.8FILTER No.7FILTER No.6FILTER No.5FILTER No.1FILTER No.2FILTER No.3FILTER No.412-FR-S12-FR-S36-WW-S48-FI-S3/16 = 1'-0"PLAN AT ELEV. 598.0012-BWA-SS12-FR-S12-BWA-SS12-FR-S24" MANWAY W/ BLINDFLANGE (TYP)LANDINGEL 598.504'x3'x3.5' DEEPSUMP (TYP 2)4'x3'x5'DEEPSUMPFIBERGLASSTROUGH (TYP 4@ EACH FILTER)12"x 20" DUCT(TYP 2)NORTH DRESSERCOUPLINGOVERFLOW WEIRDOWN
DRESSERCOUPLING3-W2-DI3-BV-MTO FILTER RECYCLEPUMP STATIONBACKWASHBAFFLE PLATE(TYP)10-FR-DI3-W2-DICHLORINE EJECTOR3-CLS-PVCVACUUM GAUGE3-CLV-PVC1-NH3-BSINSTALL 12" ISOLATIONBUTTERFLY VALVE W/RESTRAINED FCA FORAIR SERVICEINSTALL 12" ISOLATIONBUTTERFLY VALVE W/RESTRAINED FCA FORAIR SERVICEFILTER EFFLUENTVALVEISOLATION/DRAINVALVEINFLUENT VALVEINFLUENT VALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEINFLUENT VALVEINFLUENT VALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEISOLATION/DRAINVALVEFILTEREFFLUENTVALVEGRATING(REFER TO F-S-1FOR ADDITIONALDETAILS)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2022 8:42 AM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-PL-GRAT01.dwg Last Saved: 10/11/2022 6:01 PM Saved By: majFilename: N:\WW\Drawings\WW-FIL-PL-GRAT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-GRAT01.dwg
MECHANICAL
GRATING PLANF-M-3MSS
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET F-M-1 FOR ADDITIONALNOTES.2.REFER TO THE STRUCTURAL SHEETSREGARDING THE WALKWAY GRATING ANDSUPPORT SYSTEMS.3.REFER TO SHEET F-M-4 FOR VALVEREPLACEMENT DETAILS.4.REFER TO SHEET F-M-7 FOR BACKWASHSUPPLY PIPING DETAILS AND CHEMICALPIPE CHASE REPLACEMENT INFORMATION.03/16"=1'-0"4'8'REFER TO SHEET C-10FOR CONTINUATION24-BWS-S24-BWS-S24-BWS-SREFER TO SHEET C-10FOR CONTINUATIONREFER TO SHEET C-10FOR CONTINUATION24-BWS-S24-BWS-SREFER TO SHEET C-10FOR CONTINUATIONREFER TO SHEET C-10FOR CONTINUATION24-BWS-SCHEMICALPIPE CHASEREFER TO SHEET C-10FOR CONTINUATION2022-10-2186
*
C EL. 583.9248" FILTER EFFLUENTCL
FIBERGLASS TROUGHS18" WALL PIPE(TYP.)FLOORSTAND W/ELECTRICOPERATORS (TYP.)ADJUSTABLESTEM GUIDE (TYP)8" SAND40" GACDUAL PARALLEL UNDERDRAINSMEDIA RETAINERINFLUENTCHANNELEL. 592.1030" VICTAULIC CPLG30-FE-S48-FE-S24-WW-S24-BFV-E18-BFV-ELWASTEBACKWASHCHANNELTOP OF 36"50% 589.08EXPANDED MEDIA25% 588.08TOP OF MEDIA587.08GRATING PLATFORMEL 585.75EL. 608.60CHANNEL F EL 588.92LEL. 599.6024" MANWAY W/BLIND FLANGE ANDHINGES OR DAVITSUPPORT (TYP 3)C EL 586.58L12-BWA-SSEXTENDED VALVESTEM (TYP)6'-9"SLOPE 1 1/2"ALUMINUMHANDRAILEL. 608.48TOP OF GULLETWALL EL 599.602" GAP
1" PERSONNELPROTECTION12-FR-S30-BFV-EROOF EXHAUSTFAN (TYP)ROOF EXHAUSTFAN (TYP)VENT LINE2" STAINLESS STEELEL 598.00±EL 592.75BACKWASH1" MIRAFI DRAIN LAYERDRAIN TO ACCESS OPENING.EL 587.502-D-STAPS FOR DIFFERENTIALPRESSURE MONITORBAFFLE PLATE GROUT FILL3-W2-PVC2" BALL VALVEINSERTION TYPEELECTROMAGNETICFLOWMETERSAMPLE TAPM2" MOTORIZEDBALL VALVEGUARDRAILCONCRETE PIPE SUPPORT FILTER EFFLUENT VALVE 30-BFV-EAIR SCOURVAVLE12-BFV-EISOLATION/DRAIN VALVE24-BFV-EINFLUENT VALVE18-BFV-ESAMPLE TAPBUTT STRAPJOINTSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 8:30 AM Plot By: tmg Filename: N:\WW\Drawings\WW-FIL-SC-EQPT01.dwg Last Saved: 1/24/2024 8:29 AM Saved By: tmgFilename: N:\WW\Drawings\WW-FIL-SC-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-SC-EQPT01.dwg
MECHANICAL
FILTERS
SECTION IF-M-4.MSS
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET F-M-1 FOR ADDITIONAL NOTES.2.ONE FILTER IS SHOWN ON THIS SHEET. THE WORK SHOWN ONTHIS SHEET IS TYPICAL FOR EIGHT FILTERS.3.REFER TO THE STRUCTURAL SHEETS REGARDING THEWALKWAY GRATING AND SUPPORT SYSTEMS.4.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TOORDERING AND INSTALLING MATERIALS.SECTION3/8" = 1'-0"1F-M-1NOTES BY SYMBOL " "1.INSTALL NEW 30" FILTER EFFLUENT ACTUATOR, VALVE SUPPORT,AND BUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ON A FLOORSTAND IN ACCORDANCE WITH DETAIL 374. VALVE STEM BRACKETSTO BE REPLACED. (TYP. 8 LOCATIONS).2.INSTALL NEW 18" FILTER INFLUENT ACTUATOR AND BUTTERFLYVALVE. ACTUATOR TO BE INSTALLED ON A FLOOR STAND INACCORDANCE WITH DETAIL 374. VALVE STEM BRACKETS TO BEREPLACED. (TYP. 8 LOCATIONS).3.INSTALL NEW 24" FILTER DRAIN ACTUATOR AND BUTTERFLY VALVE.ACTUATOR TO BE INSTALLED ON A FLOOR STAND IN ACCORDANCEWITH DETAIL 374. VALVE STEM BRACKETS TO BE REPLACED. REMOVEAND REPLACE GROUT AROUND 24" BUTTERFLY VALVE AS NEEDED.(TYP. 8 LOCATIONS).4.INSTALL NEW 12" AIR SCOUR ACTUATOR AND BUTTERFLY VALVE.(TYP. 8 LOCATIONS).5.INSTALL NEW 12" FILTER RECYCLE ACTUATOR AND BUTTERFLYVALVE.6.REPLACE EXISTING GRATING AS SHOWN ON F-M-3. REFER TO THESTRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. (TYP. 2LOCATIONS).7.RECONNECT PIPE WHERE 2" SOLENOID VALVE WAS DEMOLISHED.(TYP. 8 LOCATIONS).8.INSTALL NEW 2" MOTORIZED BALL VALVE. (TYP. 8 LOCATIONS).9.REFER TO F-S-1 FOR ADDITIONAL DETAILS.10.FURNISH AND INSTALL THE FILTER MEDIA AS SPECIFIED IN SECTION46 61 13 "FILTER MEDIA".11.FURNISH AND INSTALL THE FILTER MEDIA RETAINER CAP ASSPECIFIED IN SECTION 46 61 11.01 "FILTER UNDERDRAIN EQUIPMENTMODIFICATIONS".321453/8"=1'-001'2'4'876FILTER RECYCLE VALVE12-BFV-ESTAINLESS STEELWALL BRACKET(TYP. OF 2 PER FILTER)910101111 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/241
2024/01/2487
*
36-WW-SDUAL PARALLEL UNDERDRAINSMEDIA RETAINER40" GAC8" SANDDUAL PARALLEL UNDERDRAINSMEDIA RETAINER40" GAC8" SAND30 MANWAYSTEM GUIDEADJUSTABLEC EL. 584.25LTOP OF SLAB EL.582.00C EL 589.07C EL 593.81EL 608.60EL 599.60COLLECTION TROUGHSEL 592.10C SYMMETRICALLEL 590.10TOP OF MEDIA587.08EXPANDED MEDIA50% 589.0825% 588.08FILTER CONTROLBUILDINGFILTER No.1FILTER No.21'-6"16'1'4'1'-6"4'1'16'1'-6"2'2'T.O.S. EL 607.6012-BWA-SS1'-6 1/2"5'4'ALUMINUMHANDRAILEL. 608.60LLC EL 584.66L8" WALL PIPE36"x1/4" S.S. BAFFLE PLATE8" SCH 40 PVCWALL SLEEVEEL 598.00±CL 587.8512-FR-SCONCRETE CRADLEOUT TO FOOTING1" MIRAFI DRAIN LAYER (TYP)EL VARIESRUNS FULL LENGTH OF GULLET2'-4"3-W2-PVCISOLATION/DRAIN VALVE24-BFV-ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 11:40 AM Plot By: tmg Filename: N:\WW\Drawings\WW-FIL-SC-EQPT02.dwg Last Saved: 1/23/2024 11:39 AM Saved By: tmgFilename: N:\WW\Drawings\WW-FIL-SC-EQPT02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-SC-EQPT02.dwg
MECHANICAL
FILTERS
SECTION IIF-M-5.MSS
MAJ
.
DWSSECTION3/8" = 1'-0"2F-M-1GENERAL NOTES:1.REFER TO SHEET F-M-1 FOR ADDITIONAL NOTES.2.TWO FILTERS ARE SHOWN ON THIS SHEET. THEWORK SHOWN ON THIS SHEET IS TYPICAL FOR EIGHTFILTERS.3.THE CONTRACTOR MUST VERIFY ALL DIMENSIONSPRIOR TO ORDERING AND INSTALLING MATERIALS.NOTES BY SYMBOL " "1.INSTALL NEW 24" FILTER DRAIN ACTUATOR ANDBUTTERFLY VALVE. ACTUATOR TO BE INSTALLED ON AFLOOR STAND IN ACCORDANCE WITH DETAIL 374. VALVESTEM BRACKETS TO BE REPLACED. (TYP. 8 LOCATIONS).CONTRACTOR MUST FIELD VERIFY DIMENSIONS BEFOREORDERING EQUIPMENT.2.FURNISH AND INSTALL THE FILTER MEDIA AS SPECIFIED INSECTION 46 61 13 "FILTER MEDIA".3.FURNISH AND INSTALL THE FILTER MEDIA RETAINER CAP ASSPECIFIED IN SECTION 46 61 11.01 "FILTER UNDERDRAINEQUIPMENT MODIFICATIONS".3/8"=1'-001'2'4'11STAINLESS STEELWALL BRACKET(TYP. OF 2 PER FILTER)1 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/2422322311 12024/01/2488
*
30-BFV-E36-WW-SSP-F-4SP-F-3TOP OF SLAB EL. 582.0012-FR-S12-BWA-SS12"x20" GALV.DUCTT.O.S. EL 601.72EL 608.60TOP OF SLABGRATINGPLATFORMEL 585.75EL. 599.60C EL. 584.25LC EL. 586.58L12-BWA-SS(TYP 4)C EL. 583.92LC EL. 587.85L3'-9"5'-8"8'-2 3/16"9'-0"EL.582.005'-6"39'-6"5'-6"1'-6"6'-2"10'-10"1'-6"1'-6"1'-4"14'-2"3'-0"ALUMINUMHANDRAIL (TYP)EL. 599.60EL.585.75EL.591.426"6"2"2"2"2"6"6"C EL. 606.60L6'-6"1'-0"1'-0"5'-6"2-BVT-SS2-BVT-SS2-BVT-SS2-BVT-SSC EL. 596.47L3'x7' DOOR12-FR-SEXHAUST FANINTAKE DUCTEXHAUST FAN2" PVC SAMPLELINES2" STEEL TAPS(TYP)MMMEXTENDED VALVESTEM (TYP.)M2" MOTORIZEDBALL VALVE18-BWS-S18-BWS-S18-BWS-S18-BWS-S4'-0"4'-0"4'-0"4'-0"AIR SCOURVALVE 12-BFV-EFILTER RECYCLEVALVE 12-BFV-E30-BFV-EFILTEREFFLUENTVALVE30-BFV-EFILTEREFFLUENTVALVEAIR SCOURVALVE 12-BFV-EFILTER RECYCLEVALVE 12-BFV-EAIR SCOURVALVE 12-BFV-EAIR SCOURVALVE 12-BFV-E30-BFV-EFILTEREFFLUENTVALVE30-BFV-EFILTEREFFLUENTVALVE(OBSCURED)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2022 8:42 AM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-SC-EQPT03.dwg Last Saved: 10/12/2022 8:02 AM Saved By: majFilename: N:\WW\Drawings\WW-FIL-SC-EQPT03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-SC-EQPT03.dwg
MECHANICAL
FILTERS
SECTION IIIF-M-6MSS
MAJ
.
DWSSECTION3/8" = 1'-0"3F-M-1GENERAL NOTES:1.REFER TO SHEET F-M-1 FOR ADDITIONAL NOTES.2.FOUR FILTERS ARE SHOWN ON THIS SHEET. THEWORK SHOWN ON THIS SHEET IS TYPICAL FOREIGHT FILTERS.3.THE CONTRACTOR MUST FILED VERIFY ALLDIMENSIONS PRIOR TO ORDERING ANDINSTALLING MATERIALS.NOTES BY SYMBOL " "1.INSTALL NEW 30" FILTER EFFLUENT ACTUATOR AND BUTTERFLY VALVE.ACTUATOR TO BE INSTALLED ON A FLOOR STAND IN ACCORDANCEWITH DETAIL 374. VALVE STEM BRACKETS TO BE REPLACED. (TYP. 8LOCATIONS).2.INSTALL NEW 12" AIR SCOUR ACTUATOR AND BUTTERFLY VALVE. (TYP.8 LOCATIONS).3.INSTALL NEW 12" FILTER RECYCLE ACTUATOR AND BUTTERFLY VALVE.(TYP. 8 LOCATIONS).4.REPLACE EXISTING GRATING AS SHOWN ON F-M-3. REFER TO THESTRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. (TYP. 2LOCATIONS).5.RECONNECT PIPE WHERE 2" SOLENOID VALVE WAS DEMOLISHED. (TYP.8 LOCATIONS).6.INSTALL NEW 2" MOTORIZED BALL VALVE. (TYP. 8 LOCATIONS).7.INSTALL TWO 12" ISOLATION BUTTERFLY VALVES W/RESTRAINED FCAON COMBINED BACKWASH AIR LINES TO FILTERS 1-4 AND 5-8 (TYP. 2LOCATIONS, OBSCURED).8.INSTALL TWO 12" ISOLATION BUTTERFLY VALVES W/RESTRAINED FCAON COMBINED FILTER RECYCLE LINES FROM FILTERS 1-4 AND 5-8 (TYP. 2LOCATIONS).9.REFER TO F-S-1 FOR ADDITIONAL DETAILS.1111222233333/8"=1'-001'2'4'6565465657892022-10-2189
*
91'-6"PUMP STATIONTO FILTER RECYCLED
O COUPLINGDRESSERROOF HATCH4'-0"x 4'-0"4 R PLAN AT ELEV. 606.00PLAN AT ELEV. 598.0012-BWA-SS93'-4"36-WW-S12-FR-S12-FR-SFILTER No.4FILTER No.3FILTER No.2FILTER No.1FILTER No.5FILTER No.6FILTER No.7FILTER No.8(TYP. OF 8)18-BFV-E24-BFV-E(TYP. OF 8)65'-3"4'-0"x 4'-0"ROOF HATCH30-FE-S(TYP)TYPICAL TRENCH SECTIONNTS4F-M-7NOTES1.CONTRACTOR MUST FIELD VERIFY TRENCH WIDTH AND TRENCH DEPTHDURING DEMOLITION.2.CONTRACTOR MUST RECONNECT PIPE TRENCH AND PIPING TO EXISTING PIPETRENCH.3.CONTRACTOR MUST RETAIN EXISTING FRP COVERS FOR REUSE ON THEREPLACEMENT CHEMICAL TRENCH.4.CAST-IN-PLACE TRENCH POURED MONOLITHICALLY.5.PROVIDE EXPANSION JOINTS AS NEEDED WITH MAXIMUM SPACING OF 100'-0"BETWEEN JOINTS.6.FILTER INSTRUMENTATION STATION. (TYP. 8 FILTERS, 4 SHOWN.) RE: F-M-9FOR DETAILS.4'-4"±8"8"3'-0"±VARIES8"4"#5 @ 10" EWPIPE STRAP(TYP)6" MIN CRUSHEDROCKSTACKED PIPEWALL SYSTEMFRP COVER IN YARD(LIVE LOAD=PSF)340TYPE USHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2022 8:42 AM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-PL-EQPT03.dwg Last Saved: 10/12/2022 8:36 AM Saved By: majFilename: N:\WW\Drawings\WW-FIL-PL-EQPT03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-PL-EQPT03.dwg
MECHANICAL
FILTERS BACKWASH IMPROVEMENTS
PLANF-M-7DWS
MAJ
.
DWS 1NOTES BY SYMBOL " "1.REPLACE WITH 30"x 18" TEE. (TYP. OF 8 LOCATIONS).2.INSTALL NEW GROOVED END 18" 90 DEG BEND. (TYP. OF 4 IN 2 LOCATIONS).3.24", 90 DEGREE BEND (TYP 6)4.30"x 24" REDUCER (TYP 2)5.30"x 24" TEE (TYP 6)6.24" x 18" REDUCER (TYP OF 8, 2 SHOWN)1F-M-8NORTHGENERAL NOTES:1.REFER TO SHEET F-M-1 FOR ADDITIONAL NOTES.2.REFER TO SHEET F-M-4 FOR VALVE REPLACEMENT DETAILS INSIDE THE FILTER GALLERY.3.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO ORDERING AND INSTALLINGMATERIALS.4.BACKFILL ALL BWS YARD PIPING AT FILTERS PER DETAIL 4/ SD-18. RE: C-21 FOR BACKFILLREQUIREMENTS OF BWS PIPING PRIOR TO THE FILTERS.5.NOT ALL EXISTING YARD PIPING SHOWN. RE: C-10 FOR EXISTING AND NEW PIPING TO FILTERGALLERY.01/8"=1'-0"4'8'16'2134'-0"4'-0"4'-0"4'-0"4'-0"4'-0"1213452-SECTION (NEW PIPE UNDER STAIRS)1/2"=1'-0"22'-3"1'-6"
OPENING BEAM
8"
SLAB
26FILTER 5-8POWER CONTROLBUILDINGFILTER 1-4POWER CONTROLBUILDINGBACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-5BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-6BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-7FILTER EFFLUENTVALVE BFV-F-209FILTER EFFLUENTVALVE BFV-F-220BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-8ISOLATION/DRAINVALVE BFV-F-186ISOLATION/DRAINVALVE BFV-F-197ISOLATION/DRAINVALVE BFV-F-208ISOLATION/DRAINVALVE BFV-F-219INFLUENT VALVEBFV-F-185INFLUENT VALVEBFV-F-185INFLUENT VALVEBFV-F-141INFLUENT VALVEBFV-F-152ISOLATION/DRAINVALVE BFV-F-142ISOLATION/DRAINVALVE BFV-F-153ISOLATION/DRAINVALVE BFV-F-164ISOLATION/DRAINVALVE BFV-F-175BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-1BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-2BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-3FILTER EFFLUENTVALVE BFV-F-176FILTER EFFLUENTVALVE BFV-F-165BACKWASH SUPPLYTO FILTER VALVEBFV-BWSF-41/8" = 1'-0"130-BWS-S24-BWS-S24-BWS-S24-BWS-S18-BW-S18-BWS-S30-BWS-S24-BWS-S30-BWS-S24-BWS-S18-BWS-S18-BWS-S18-BWS-S333329'-6"76'-6"36'-6"
28'-2"662022-10-2190
*
C EL. 583.92CL30-FE-S48-FE-SLGRATING PLATFORMEL 585.75EL. 599.60C EL 586.58L12-BWA-SSEXTENDED VALVESTEM (TYP)6'-9"SLOPE 1 1/2"EL. 608.4812-FR-S30-BFV-EROOF EXHAUSTFAN (TYP)ROOF EXHAUSTFAN (TYP)VENT LINE12-BFV-EEL 598.00±2-D-SM2" MOTORIZEDBALL VALVEGUARDRAILC EL. 583.9248" FILTER EFFLUENTCL30-FE-S48-FE-SLEL. 599.6012-BWA-SSEXTENDED VALVESTEM (TYP)6'-9"SLOPE 1 1/2"EL. 608.4812-FR-S30-BFV-EROOF EXHAUSTFAN (TYP)ROOF EXHAUSTFAN (TYP)12-BFV-EEL 598.00±2-D-SM2" MOTORIZEDBALL VALVE28'-2"21'-2"4'-6"4'-6"30"X 24" MJ TEE30"X 24" MJCROSSBACKWASHSUPPLY TOFILTER VALVEBACKWASHSUPPLY TOFILTER VALVE48" FILTEREFFLUENT
AIR SCOURVALVEFILTERRECYCLEVALVE10'-0"30" VICTAULIC CPLGTAPS FOR DIFFERENTIALPRESSURE MONITORCONCRETE PIPE SUPPORT FILTER EFFLUENT VALVE 30-BFV-ESAMPLE TAPINSERTION TYPEELECTROMAGNETICFLOWMETERBUTT STRAPJOINT30" VICTAULIC CPLGTAPS FOR DIFFERENTIALPRESSURE MONITORCONCRETE PIPE SUPPORT FILTER EFFLUENT VALVE 30-BFV-ESAMPLE TAPBUTT STRAPJOINTINSERTION TYPEELECTROMAGNETICFLOWMETER12-BFV-E12-BFV-EC EL 586.58LWALL PENETRATIONWALL PENETRATIONSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2022 8:43 AM Plot By: maj Filename: N:\WW\Drawings\WW-FIL-SC-EQPT04.dwg Last Saved: 10/12/2022 8:39 AM Saved By: majFilename: N:\WW\Drawings\WW-FIL-SC-EQPT04.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-FIL-SC-EQPT04.dwg
MECHANICAL
.
FILTER BACKWASH IMPROVEMENTS SECTIONF-M-8.DWS
MAJ
.
JLN GENERAL NOTES:1.REFER TO SHEET F-M-1 AND F-M-4 FOR ADDITIONAL NOTES.2.ONE FILTER IS SHOWN ON THIS SHEET. THE WORK SHOWN ON THIS SHEET IS TYPICAL FOREIGHT FILTERS.3.REFER TO THE STRUCTURAL SHEETS REGARDING THE WALKWAY GRATING AND SUPPORTSYSTEMS.4.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO ORDERING AND INSTALLINGMATERIALS.SECTION3/8" = 1'-0"1F-M-7NOTES BY SYMBOL " "1.INSTALL NEW 24" BACKWASH SUPPLY ACTUATOR, VALVE SUPPORT AND BUTTERFLY VALVE.ACTUATOR TO BE INSTALLED ON A FLOOR STAND IN ACCORDANCE WITH DETAIL 374. VALVESTEM BRACKETS TO BE REPLACED. (TYP. 8 LOCATIONS).2.DEMOLISH AND REPLACE CHEMICAL PIPES AND CHEMICAL PIPE TRENCH ADJACENT TO EASTWALL OF FILTERS. RECONNECT PIPE TRENCH AND PIPING TO EXISTING PIPE TRENCH ADJACENTTO THE NORTH AND SOUTH SIDE OF THE FILTERS. REFER TO F-M-7 FOR ADDITIONALINFORMATION.3.BUTTERFLY VALVE ACTUATOR MANHOLE. RE: SD-19. (TYP. 8 LOCATION).4.30" STEEL 90 DEG BEND.5.30" X 24" STEEL CONCENTRIC REDUCER.6.24" STEEL 90 DEG BEND.7.REFER TO F-S-1 FOR ADDITIONAL DETAILS.13/8"=1'-001'2'4'123330-BWS-S30-BWS-S24-BWS-SCL EL 593.75CL EL 593.7545645624-BWS-S7342TYPE F342TYPE F2022-10-2191
*
GENERAL NOTES
1. INSTALL ONE TURBIDITY / FLOW RATE MONITORING STATION
PER EXISTING FILTER, TYP. OF 8.
2. CONTRACTOR WILL CONSTRUCT THE TURBIDITY
MONITORING STATION WITH 1/4'' ALUMINUM PLATE WITH
OUTER ROUNDED EDGES.
3. THE ALUMINUM PLATE WILL BE SECURED TO THE WALL
THROUGH 316 SS STRUT SUPPORT. STRUCTURAL FRAME
WILL HAVE SUPPORT OFF OF SLAB AND HORIZONTAL
SUPPORT FROM THE WALL TO THE TOP OF THE BOARD.
4. CONTRACTOR WILL INSTALL THE INSTRUMENTATION
CONTROLLERS FOLLOWING THE MANUFACTURER'S WALL
INSTALLATION METHOD, NOT PANEL MOUNT METHOD.
5. ALL HARDWARE WILL BE 316 STAINLESS STEEL.
6. ELECTRICAL AND INSTRUMENTATION CONDUITS WILL BE
SECURED ON THE WALL. TO THE MAXIMUM EXTENT
POSSIBLE, THE ELECTRICAL AND INSTRUMENTATION WIRING
WILL BE LOCATED ON THE BACKSIDE OF THE PANEL.
7. PANEL MUST BE OFFSET FROM THE WALL TO ALLOW ACCESS
TO THE DEVICE CONNECTIONS.
FILTER X
5' - 6"4' - 0"0' - 7"3' - 9"+/-REENIGNELANOISSEFORSTATEOSAXETFPJAMES L. NAYLOR92721NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/2022101 S. Locust, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/12/2022 9:04:25 AM
BID SUBMITTAL INSTRUMENTATION STATION DETAILF-M-9MAJYL JLN-WW-DTN20672-FIL-R21.rvtFILTERSMECHANICAL1 FIELD ROUTE TO EXISTING SAMPLE TAP ON 30-FE-S.
2 316 SS STRUT SUPPORT
3 316 SS STRUT
4 1-1/2" SCH. 80 PVC TRUE UNION COUPLING
5 1-1/2" X 1" SCH. 80 PVC REDUCER BUSHING
6 1" X 1/4" THREADED SCH. 80 PVC REDUCER
7 SHUT OFF VALVE
8 1/2" PVC NEEDLE VALVE
9 1-1/2" SCH. 80 TEE WITH 1-1/2" X 1/2" REDUCER BUSHING
10 1" TRUE UNION SCH. 80 PVC DIAPHRAGM VALVE
11 ROTAMETER
12 NOT USED
13 2" SCH. 80 PVC CAP
14 2" SCH. 80 PVC TEE WITH REDUCER TO 1"
15 1.5" TO 1" CONCENTRIC REDUCER
16 2" SCH. 80 PVC TEE WITH CONNECTION TO 1/4" TUBING
17 1-1/2" SCH. 80 PVC TEE
18 SERVICE BRACKET
19 HACH TU5400SC TURBIDIMETER
20 HACH TU5400SC TURBIDIMETER PROCESS HEAD
21 6MM PVC TUBING AS SPECIFIED IN 33 05 01.11 "SMALL DIAMETER
PROCESS AND CHEMICAL FEED PIPING SYSTEMS AND ACCESSORIES".
22 1/4" ALUMINUM PANEL BOARD WITH ROUNDED EDGES.
23 HACH SC4500 CONTROLLER.
24 RELOCATE EXISTING FLOWMETER TO BOARD
25 PLACARD
26 FILTER GALLERY GRATING. RE: F-M-3 AND F-S-1.
1
NOTES BY SYMBOL " "
2
3
4 5
6
7
8
9
10
11
13 14
15
16
17
19
18
20 21
22
1.5-SA-PVC
0 1'4" 8"
1-1/2"=1'-0"
23
24
25
1 1/2" = 1'-0"
1 FILTER INSTRUMENTATION STATION
3
2-D-PVC 1-D-PVCNO.ISSUEBYDATEEXTEND 1-D-PVC TO
6" ABOVE GROUND
26 2022-10-2192
*
FILTER No.8FILTER No.7FILTER No.6FILTER No.5FILTER No.1FILTER No.2FILTER No.3FILTER No.4~8' - 7 1/2" 8' - 7 1/2" 9' - 0" 6' - 6" 8' - 4 1/2" 10' - 0" 7' - 6" 9' - 2 1/2" 3' - 8"AL CS8x5.79TYP UNOAL RT4x4x0.250COL - TYP UNO1F-S-2TYP UNOCOL - TYP UNO2F-S-2AL CS8x5.79AL RT4x4x0.2503F-S-28' - 7 1/2" 8' - 7 1/2" 9' - 0" 6' - 6" 8' - 4 1/2" 10' - 0" 7' - 6" 9' - 2 1/2" 3' - 8"1 1/2" AL GRATING- TYPTO GRATING EL = 585.75 (TYP)1 1/2" AL GRATING (TYP)TO GRATING EL = 585.75 (TYP)SD-S-85TYPAL HANDRAILSD-S-8CONN -TYPBEAM TO BEAM2SD-S-7CONN -TYPBEAM TO COL6SD-S-8CONN -TYPBEAM TO CONC3SD-S-85TYPAL HANDRAILSD-S-8CONN -TYPBEAM TO BEAM2SD-S-7CONN -TYPBEAM TO COL6SD-S-8CONN -TYPBEAM TO CONC3SD-S-71TYPAL LADDERSD-S-71TYPAL LADDER3' - 7 1/2"4' - 3" 4' - 3"1' - 6"1' - 6"3' - 7 1/2"1' - 6"4' - 3" 4' - 3"3F-S-22F-S-21F-S-2NEW PIPE PENETRATION -SEE MECH'LSD-S-6TYP @ NEWPENETRATIONSCONC COLLAR11' - 6"SD-S-61TYP @ NEWPENETRATIONSCONC COLLARPLAN NOTES:1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND PIPING LOCATIONS PRIOR TO ANY DEMOLITION AND NEW MEMBER FABRICATION. SHIFT FRAMING AS REQ'D TO MISS EXISTING PIPING, AND NOTIFY ENGINEER OF ANY CONFLICTS.2. TOP OF GRATING ELEVATION - FINISH FLOOR, UNO.3. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS, SLOPES, AND PENETRATIONS NOT DIMENSIONED ON PLAN.4. LOCATE TUBE APPROXIMATELY @ CENTER OF WALKWAY. FIELD VERIFY PIPE & FLANGE LOCATIONS AND SHIFT TUBE SPACING AS REQ'D TO BE CLR OF PIPING.3' - 8"SEE NOTE 4SEE NOTE 4AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8AL RT3x3x3/8SEE NOTE 4SD-S-83TYPCONN DETAIL4F-S-2SEE NOTE 4SD-S-71CHANNEL -TYPHSS-TO-SD-S-83TYPCONN DETAIL4F-S-24F-S-24F-S-2SD-S-77TYPSWING GATESD-S-77TYPSWING GATE100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/18/2211/23/2022 3:20:54 PMBID SUBMITTALACCESS PLATFORM FRAMING PLANF-S-1LAS/JAFJGJGMKK<File Name = Org.Description>FILTERSSTRUCTURAL3/16" = 1'-0"1FOUNDATION PLANNORTHNO.ISSUEBYDATE93*
AL GRATING -SEE PLANAL FRAMING -SEE PLANSD-S-85TYPAL HANDRAIL3' - 8"TOC EL =582.00 (FV)AL RT3x3x3/8- SEE PLANEX PIPING- FVSD-S-7AL LADDER1SD-S-77TYP @OPENINGSWING GATEAL GRATING -SEE PLANAL FRAMING -SEE PLAN7"TOC EL =582.00 (FV)EX SUPT ANGLETO REMAINTO GRTG EL =585.75 (FV)F-S-25SD-S-76CONN -TYPBEAM TO COLSD-S-83CONNXBM TO CONCBASEPLATEAL GRATING -SEE PLANAL FRAMING -SEE PLANSD-S-85TYPAL HANDRAIL8F-S-24' - 3"TOC EL =582.00 (FV)EX SUPT ANGLETO REMAIN -TRIM AS REQ'D& PROVIDE NEW ANCHORS @ NEW BM CONNF-S-25TO GRTG EL =585.75 (FV)MIN. WELD SIZE1/4NOTES:1. WELD TO BE 1/16" SMALLER THAN THICKNESS OF TUBEOR 1/4" MIN. 3 1/2" 3 1/2" 5" 5" 10" 3 1/2" 3 1/2" 5" 5" 10"AL 10X10X1/2" THK BP W/ (4)-3/4" DIA ADH ANCHORS (316SS, 6" EMBED)SEE PLAN FORCOLUMN3 /4" DIA ADH ANCHORSELEVATION6"GROUT1 1/2" N.S.TAL TUBETOC EL=SEE PLANCL BASEPLATE& HSS TUBEEX CONC WALLEX PIPING (FV)AL GRATING- SEE PLANAL TUBE- SEE PLANEX SUPT ANGLETO REMAINTO GRTG EL =585.75 (FV)TOC EL =582.00 (FV)SEE PLAN1/4" TOE PLATE,WELDED TO GRATINGF-S-26TO GRTG EL =585.75 (FV)BOLTED RAILINGCONNX RAILINGMFRAL CHANNEL- SEE PLANAL COL - SEE PLANAL GRATING- SEE PLAN1/4 TOE PLATE,WELDED TOGRATINGAL L3x2x1/4 (LLH)CONTSD-S-7CONN -TYPBEAM TO COL6SD-S-8AL HANDRAIL5MAX REACTION = 5K(SERVICE)BOLTED RAILINGCONNX RAILINGMFRAL CHANNEL- SEE PLANAL COL - SEE PLANAL GRATING- SEE PLAN1/4 TOE PLATE,WELDED TOGRATINGAL L3x2x1/4 (LLH)CONTSD-S-8AL HANDRAIL5MAX REACTION = 5K(SERVICE)TO GRTG EL =585.75 (FV)SD-S-76CONNBEAM TO COL1/2"3/8" SHEAR PLAS REQ'D THROUGHSLOT IN TUBE7F-S-2BOLTED RAILINGCONNX RAILINGMFRAL CHANNEL- SEE PLANAL COL - SEE PLANAL GRATINGBEYOND1/4 TOE PLATE,WELDED TOGRATINGSUPPORT ANGLEBEYONDSD-S-85AL HANDRAILMAX REACTION = 5K(SERVICE)SD-S-7CONNBEAM TO COL63/8" SHEAR PLAS REQ'D THROUGHSLOT IN TUBEAL TUBE - SEE PLANTO GRTG EL =585.75 (FV)100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/18/2211/23/2022 3:20:54 PMBID SUBMITTALACCESS PLATFORM SECTIONS AND DETAILSF-S-2LAS/JAFJGJGMKK<File Name = Org.Description>FILTERSSTRUCTURAL3/4" = 1'-0"F-S-11SECTION3/4" = 1'-0"F-S-12SECTION3/4" = 1'-0"F-S-13SECTIONNTS8TYPICAL BASE PLATE DETAIL3/4" = 1'-0"F-S-14SECTION1 1/2" = 1'-0"F-S-25DETAIL1 1/2" = 1'-0"F-S-26DETAIL1 1/2" = 1'-0"F-S-27DETAILNO.ISSUEBYDATE94*
12-BWA-SS20'-0"FLEXIBLE COUPLING24'-0"3'-5 1/2"7'-8"10'-0"2'-0"3'-4"
DOOR TO FILTERSAIR FLOW5'-6"12'-0" WIDE x 9'-6"ROLL-UP DOOR7'-11 1/2"12-BFV-E12-BFV-ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:09 AM Plot By: maj Filename: N:\WW\Drawings\WW-BB-PS-EQPT01.DWG Last Saved: 10/11/2022 8:06 AM Saved By: majFilename: N:\WW\Drawings\WW-BB-PS-EQPT01.DWGACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSSECTIONAL PLAN3/8" = 1'-0"NOTES BY SYMBOL " "DEMOLITION
BACKWASH BLOWER BUILDING
ACTUATOR DEMOLITION AND REPLACEMENT PLANBB-D-1YL
TMG
.
JLN03/8"=1'-01'2'4'1.BUTTERFLY VALVE MOTOR OPERATOR (BFV-BB-441 ANDBFV-BB-444) TO BE DEMOLISHED AND REMOVEDCOMPLETELY (TYP. 2, 1 EACH AT BLOWER NOS. 1 AND 2).BUTTERFLY VALVES MUST REMAIN IN PLACE.GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIALPROCEDURES" BEFORE BEGINNING DEMOLITION IN THIS AREA.2BB-D-21BB-D-211NORTH2022-10-2195
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:09 AM Plot By: maj Filename: N:\WW\Drawings\WW-BB-DT-DEMO01.dwg Last Saved: 10/11/2022 8:00 AM Saved By: majFilename: N:\WW\Drawings\WW-BB-DT-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-BB-DT-DEMO01.dwg
DEMOLITIONBACKWASH BLOWER BUILDINGACTUATOR DEMOLITION AND REPLACEMENT DETAILSBB-D-2YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE BUTTERFLY VALVE ELECTRIC MOTOROPERATOR FOR BFV-BB-441.2.DEMOLISH AND REPLACE BUTTERFLY VALVE ELECTRIC MOTOROPERATOR FOR BFV-BB-444.BACKWASH BLOWER ACTUATORDEMOLITION AND REPLACEMENT DETAIL INTS1BB-D-1GENERAL NOTES:1.REFER TO SHEET BB-D-1 FOR ADDITIONAL NOTES.12BACKWASH BLOWER ACTUATORDEMOLITION AND REPLACEMENT DETAIL IINTS2BB-D-12022-10-2196
*
12-BWA-SS20'-0"FLEXIBLE COUPLING24'-0"3'-5 1/2"7'-8"10'-0"2'-0"3'-4"
DOOR TO FILTERSAIR FLOW5'-6"12'-0" WIDE x 9'-6"ROLL-UP DOOR7'-11 1/2"12-BFV-E12-BFV-ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:10 AM Plot By: maj Filename: N:\WW\Drawings\WW-BB-PS-EQPT01.DWG Last Saved: 10/11/2022 8:06 AM Saved By: majFilename: N:\WW\Drawings\WW-BB-PS-EQPT01.DWGACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSSECTIONAL PLAN3/8" = 1'-0"NOTES BY SYMBOL " "NORTHMECHANICAL
BACKWASH BLOWER BUILDING
ACTUATOR IMPROVEMENTS PLANBB-M-1YL
TMG
.
JLN03/8"=1'-01'2'4'1.INSTALL NEW BUTTERFLY VALVEELECTRIC MOTOR OPERATOR(BFV-BB-441 AND BFV-BB-444). TYP. 2,1 EACH AT BLOWER NOS. 1 AND 2.BUTTERFLY VALVES MUST REMAIN INPLACE.GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 "SPECIALPROCEDURES" BEFORE BEGINNING DEMOLITION IN THIS AREA.EMOBFV-BB-441EMOBFV-BB-444112022-10-2197
*
MECHANICAL
BACKWASH SUPPLY GROUND STORAGE TANK
TOP PLANBW-M-1-YL
TMG
DWS01/8"=1'-0"4'8'16'NORTHDOME VENT36" WALL MANWAYGENERAL NOTES:1.REFER TO DRAWING G-3 FOR ADDITIONAL NOTES.2.DESIGN AND MATERIALS USED IN THE FABRICATION ANDERECTION OF THE TANK AND APPURTENANCES MUSTCONFORM TO AWWA D110, TCEQ, AND OTHER APPLICABLESTANDARDS, UNLESS OTHERWISE SPECIFIED HEREIN.3.PROPOSED TANK MUST BE AN AWWA D110, TYPE III,PRE-STRESSED CONCRETE GROUND STORAGE TANK.4.IT IS THE TANK MANUFACTURER'S SOLE RESPONSIBILITY TODESIGN AND INSTALL THE TANK MANUFACTURER'SFOUNDATION AND PIPES CONNECTING TO AND RUNNINGBENEATH THE TANK BASED ON SITE CONDITIONS.5.TANK MANUFACTURER MUST HAVE A REPRESENTATIVE ONSITE AND SHALL INSPECT AND APPROVE ALL SUBGRADEPREPARATION.6.PROVIDE SAFETY CABLE LIFE LINE SYSTEM PER SECTION 10 4013 "FALL PREVENTION AND SAFETY SYSTEMS." A SAFETYCABLE LIFE LINE SYSTEM MUST BE FURNISHED BETWEEN EACHEXTERIOR LADDER ACCESS POINT AND THE DOME VENT.7.THE ACCESS HATCH OPENING MUST HAVE A RAISED CURB ATLEAST 4" TALL WITH A LOCKABLE COVER THAT OVERLAPS THECURB AT LEAST 2" DOWNWARD FROM ITS TOP OUTSIDEEDGE. THIS COVER SHALL FORM A POSITIVE SEAL WHENCLOSED. REFER TO BW-M-8 FOR DETAILS AND SPECIFICATIONFOR ADDITIONAL HATCH REQUIREMENTS.8.POSITION HATCH OVER THE OVERFLOW WEIR.9.REFER TO BW-M-8 AND BW-M-9 FOR DETAILS FOR TANK APPURTENANCES AND SPECIFICATIONS FOR REQUIREMENTS.10.REFER TO SPECIFICATION FOR LEVELING BASE, COMPACTIONREQUIREMENTS AND FOUNDATION PREPARATION. LEVELINGBASE MATERIAL MUST BE PROVIDED BENEATH THE TANKFLOOR, FOOTING AND BOTTOM OF PIPE ENCASEMENT.11.PLACE A 4" MINIMUM LEAN CONCRETE MUD SLAB AT THEBASE OF THE EXCAVATION WITHIN 8 HOURS OF THECOMPLETION OF EACH EXCAVATION.12.THE SELECT FILL PLACED BELOW THE STRUCTURALFOUNDATION SLAB MUST BE A CRUSHED LIMESTONEMATERIAL CONFORMING TO TXDOT ITEM 247, TYPE A, GRADE1 OR 2.13.PLACEMENT AND COMPACTION OF MATERIALS MUST BE ASREQUIRED IN THE SPECIFICATIONS.14.REFER TO SPECIFICATIONS FOR CONCRETE REINFORCINGREQUIREMENTS.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 9:27 AM Plot By: tmg Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-WST-PS-EQPT03.dwg Last Saved: 1/23/2024 8:27 AM Saved By: tmgFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-WST-PS-EQPT03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WST-PS-EQPT03.dwg 8BW-M-72BW-M-47BW-M-612BW-M-8WALL PANELAND JOINT4BW-M-5DOME SECTOR3BW-M-5ROOF PLAN1/8"=1'-0"1-5'-0" SIDEWALKEDGE OFFOUNDATIONREFER TO SHEET C-12FOR PIPINGCONTINUATION30-BWS-SREFER TO SHEET C-12FOR PIPINGCONTINUATION30-BWS-S20BW-M-11SPLASH PAD1BW-M-35BW-M-6160°45°45°90°EDGE OF DOME13BW-M-95'-0"5'-0"ACCESS HATCH ANDGUARDRAIL(SEE NOTE 8)1BW-M-2CENTERLINEOF TANKINSTALL SAFETYCABLE LIFE LINECONNECTION ATVENT (SEE NOTE 6)ACCESS HATCH ANDGUARDRAIL(SEE NOTE 8)1BW-M-2TANK DRAIN DETAIL21BW-M-114'-0"4'-0"4'-0"EXTEND TANK DRAINSPLASH PAD TO BACKOF EXISTING PLANTROAD CURB1 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/2498
*
99
*
CLFF EL 603.00DOME REF. LINE85'-0" INSIDE DIAMETERCONCRETE DOMESTAINLESS-STEEL VENTCAP PER MFR. SEEDETAIL 12/BW-M-8OVERFLOW WEIR EL 627.00APPROX. DESIGN LIQUID LEVEL 627.00FINISHED GRADE(REFER TO C-18)8" MIN. SLABTHICKNESS12WALL PANEL(THICKNESS PERTANK MFR.)14WALL HEIGHT MUST BEDETERMINED BY TANKMANUFACTURER ANDAPPROVED BY ENGINEERSLOPE TANK FLOOR @ 1%SLOPE TANK FLOOR @ 1%FINISHED GRADE(REFER TO C-18)1'-0"
2'-4"FINISHED GRADE(REFER TO C-18)6'-0"1'-0"12345678SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 9:30 AM Plot By: tmg Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-WST-SC-EQPT02.dwg Last Saved: 1/23/2024 7:46 AM Saved By: tmgFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-WST-SC-EQPT02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WST-SC-EQPT02.dwg03/16"=1'-0"4'8'GENERAL NOTES:1.REFER TO DRAWING BW-M-1 FOR ADDITIONAL NOTES.2.THE SUBGRADE PREPARATION INDICATED IS THE MINIMUMREQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THEDESIGN OF THE TANK'S SUBGRADE AND MUST BEDETERMINED IF ADDITIONAL SUBGRADE PREPARATION ISREQUIRED AND PROVIDE AT NO ADDITIONAL COST TO THEPROJECT.3.CONSTRUCT THE FOUNDATION PAD PER SECTION 33 16 13.19"ROCK FILL FOR TANK FOUNDATION".MECHANICAL
BACKWASH SUPPLY GROUND STORAGE TANK
SECTIONBW-M-3YL
TMG
DWSSECTION3/16"=1'-0"1BW-M-1NOTES BY SYMBOL " " :1.12" TOP SOIL AND SOD.2.5'-0" WIDE CONCRETE SIDEWALK AROUND STORAGE TANKFOOTING. 12" EXPOSED JOINT MATERIAL (FULL DEPTH) ANDBACKER ROD AND SEALANT MUST BE PROVIDED BETWEENTHE TANK SLAB/ FOOTER AND SIDEWALK.3.EXCAVATE 6'-0" BELOW GRADE AND BACKFILL TO ELEVATION599.0 FT WITH TXDOT ITEM 247, TYPE A, GRADE 1 OR 2 CRUSHED LIMESTONE. CRUSHED LIMESTONE MUST BE COMPACTED PER SECTION 33 16 13.19 "ROCK FILL FOR TANK FOUNDATION".4. FILL TO BENEATH LEVELING BASE AND TOP SOIL WITH TXDOT ITEM 247, TYPE A, GRADE 1 OR 2 CRUSHED LIMESTONE. CRUSHED LIMESTONE MUST BE COMPACTEDPER SECTION 33 16 13.19 "ROCK FILL FOR TANK FOUNDATION".5.GRANULAR LEVEL BASE PER SECTION 33 16 13.18 "PRECASTWIRE WOUND PRESTRESSED CONCRETE TANK" TO FINISHEDGRADE. REFER TO SECTION 31 05 16 "AGGREGATES FOREARTHWORK" FOR CLASS 2 AGGREGATE REQUIREMENTS FORTHE GRANULAR LEVEL BASE. COMPACT PER SECTION 31 23 10"STRUCTURAL EXCAVATION AND BACKFILL".6. PLACE A 4-INCH THICK (MINIMUM) LEAN CONCRETE MUDSLAB AT THE BASE OF THE EXCAVATION WITHIN 8 HOURS OFTHE COMPLETION OF EACH EXCAVATION.7. PROOF ROLE EXPOSED SURFACE AND COMPACT TO AMINIMUM OF 95% ASTM D1557, ± 3% OPTIMUM MOISTURE.8. 6 MIL POLYETHYLENE.1 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/241
2024/01/24100
*
2022-10-21101
*
2022-10-21102
*
2022-10-21103
*
2022-10-21104
*
2022-10-21105
*
2022-10-21106
*
2022-10-21107
*
2022-10-21108
*
1
BW-S-2
2
BW-S-2
1' - 6"1' - 2"SEE MECH1' - 2"1' - 6"1' - 6" 1' - 2"SEE MECH 1' - 2" 1' - 6"
2'-0" x 2'-0"
SUMP
SLOPESLOPE
2' - 0"2' - 0"CONC PIPE
SUPT - TYP
(SEE NOTE 6)
VARIABLE THK CONC SLAB
(MIN THK = 18")
- REINF W/ #7 @ 9" OC
T&B, EW
LP TOC = SEE SCHED
HP TOC = SEE SCHED HP TOC = SEE SCHED
HP TOC = SEE SCHED
LADDER
AL1
SD-S-7
BASE SLAB -SEE SCHED
1
BW-S-2
2
BW-S-3
2
BW-S-2
3
BW-S-3
1
BW-S-3
1' - 2" SEE MECH 1' - 6" 3' - 6" 1' - 6" SEE MECH 1' - 2"
'X' - SEE SCHED
1' - 2"3' - 6"2' - 0"MIN VAULT OPENING - SCHED1' - 2"'Y' - SEE SCHED3' - 6"42"x42" ACCESS HATCH
(HS20 RATED @ VAULT IN ROAD)LEDGE - TYP6" BEARING10" THK PRECAST
REMOVABLE
CONC PANELS OF
EQUAL WIDTHS (12"
@ ROAD, 4'-0" MAX).
1
BW-S-3
1
BW-S-3
12" THK CONC
SLAB - REINF W/ # 6
@ 10" OC T&B, EW
(TYP)
PANEL
CONC4
BW-S-3
24 x 30 CONC BEAM - TYP
(TYP)
1/2" JNT
LIFTING LUGSEQ
EQEQMIN VAULT OPNG - SEE SCHEDBACKER ROD &
JNT SEALANT @
PANEL JNTS - TYP
PLAN NOTES:
1. TOP OF STRUCTURAL CONCRETE ELEVATION - FINISH FLOOR, UNO.
2. COORDINATE W/ CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR LOCATIONS OF EQUIPMENT, FLOOR AND WALL PENETRATIONS,
SLOPES, OR EMBEDDED ITEMS NOT SHOWN.
3. TYPICAL ADDITIONAL REINFORCING BARS FOR OPENINGS AND
CORNERS INT HIS SHEET ARE NOT SHOWN FOR CLARITY - REFER TO
TYP DTLS FOR ADDITIONAL REINFORCING REQUIREMENTS.
4. REFER TO GENERAL NOTES FOR FOUNDATION PAD PREPARATION
REQUIREMENTS.
5. COORDINATE EQUIPMENT SUPPORT PADS AND HOUSEKEEPING PADS
WITH EQUIPMENT MANUFACTURER.
6. COORDINATE CONCRETE SUPPORT QUANTITIES, LOCATIONS, SIZES,
DIMENSIONS, AND HEIGHTS W/ MECH'L AND WITH APPROVED
EQUIPMENT SUBMITTALS.
VAULT ID DIMENSION 'X'DIMENSION 'Y'TOC ROOF HP TOC EL 1 MIN. VAULT OPENING
24" INLET FLOW METER VAULT
24" OUTLET FLOW METER VAULT
30" INLET FLOW CONTROL VALVE VAULT
30" OUTLET FLOW CONTROL VALVE VAULT
60" VALVE VAULT
10'-4"
10'-4"
12'-4"
12'-4"
16'-4"
10'-4"
10'-4"
12'-4"
12'-4"
15'-4"
GRADE + 1'-0" (REF: MECH)
AT GRADE (REF: MECH)
GRADE + 1'-0" (REF: MECH)
GRADE + 1'-0" (REF: MECH)
GRADE + 1'-0" (REF: MECH)
590.84 ±
590.84 ±
590.58 ±
590.58 ±
585.75 ±
LP TOC EL 1
585.50 ±
3'-0"
3'-0"
5'-0"
5'-0"
8'-0"
590.59 ±
590.59 ±
590.33 ±
590.33 ±
VAULT SCHEDULE
1. CONFIRM/COORDINATE CONC ELEVATIONS W/ MECH'L & CIVIL
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:11 PM
BID SUBMITTAL PLANSBW-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALTYPICAL VALVE VAULT1/2" = 1'-0"
1 VALVE VAULT FOUNDATION PLAN
1/2" = 1'-0"
2 VALVE VAULT ROOF PLAN
NORTH NORTH
NO.ISSUEBYDATE109
*
2
BW-S-2
BW-S-2
3
TOC EL
VARIES 1' - 0"SEE MECH1' - 6"SLOPE
SLAB REINF
- SEE PLAN
SLAB REINF
- SEE PLAN
4" MUD SLAB OVER
COMPACTED SUBGRADE
- SEE "PAD PREPARATION"
NOTES ON SHT G-S-2
TYP
CONST JT 1
SD-S-3
14" THK CONC
WALL
AL LADDER 1
SD-S-7
1' - 6" 1' - 2"SEE MECH 1' - 2" 1' - 6"SPLICER PER/6SD-S-4BW-S-3
2
2' - 6"BM REINF:
3 - #7 CONT T&B W/
#3 STIRR @ 10" OC -
TYP
2' - 6"3' - 6" 1' - 6"#7 @ 9" OC HORIZ, EF (TYP)
#7 @ 9" OC VERT, EF (TYP)
TYP
BASE CJ 2
SD-S-6
HP TOC EL. =
SEE SCHED
1' - 6"
BACKFILL PER
4/SD-S-10 (TYP)
1
BW-S-2
TOC EL
VARIES 1' - 0"SEE MECH1' - 6"SLOPE
SLAB REINF
- SEE PLAN
REMOVABLE
CONC PANEL -
SEE
4" MUD SLAB OVER
COMPACTED SUBGRADE
- SEE "PAD PREPARATION"
NOTES ON SHT
TYP
CONST JT
14" THK CONC
WALLAL LADDER
G-S-2
1
SD-S-3
1
SD-S-7
1' - 6" 1' - 2"SEE MECH 1' - 2" 1' - 6"
42"x42" ACCESS
HATCH
SPLICE PERBW-S-3
3
BW-S-3
1
/6SD-S-4LADDER EXTENSION,
CENTERED ON WALL -
SEE A/BW-M-8 (SIM)
PROVIDE BILCO
LADDER -UP SAFETY
POST @ VAULT IN ROAD
#7 @ 9" OC
HORIZ, EF (TYP)
#7 @ 9" OC
VERT, EF (TYP)
HP TOC EL. =
SEE SCHED
CONC SUPT
TYP
BASE CJ2
SD-S-6
4
SD-S-4
HP TOC EL. =
SEE SCHED
/4 BW-S-3
BACKFILL PER
4/SD-S-10 (TYP)
SLAB REINF
- SEE PLAN
TOC EL
VARIES 2' - 6"1'-6" MIN2' - 0"2' - 0"1' - 6" 1' - 2"
SLOPE
#8 x
@ 10" OC
3'-6"3'-0"2' - 8" 2' - 0" 1' - 0"
1 1/2" THK AL GRTG
-TYPE A
GRTG SUPT2
SD-S-7
-TYPE C
GRTG SUPT2
SD-S-7
#8 x .
@ 10" W/
(5)-#8 CONT 3'-0"3'-0"#8 x
@ 10" OC
TYP
BASE CJ2
SD-S-6
LP TOC EL - SEE SCHED
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:13 PM
BID SUBMITTAL SECTIONSBW-S-2LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALTYPICAL VALVE VAULT1/2" = 1'-0"BW-S-1
1 OVERALL SECTION
1/2" = 1'-0"BW-S-1
2 OVERALL SECTION
3/4" = 1'-0"BW-S-2
3 SUMP DETAIL NO.ISSUEBYDATE110
*
8" 6"(12" @ ROAD) 10"1/2" CLR
PRECAST REMOVABLE CONC
PANEL - SEE
NEOPRENE
BEARING PAD
#4 x
@ 12" OC W/
1 - #4 CONT
CONT KEY & WS
#3 x .
@ 12" OC W/
2 - # 4 CONT
T&B
1' - 2"
/4 BW-S-3
EMBED - SEE /3 BW-S-3
EMBED - SEE
/3 BW-S-3
1/2" JNT W/
JOINT FILLER &
SEALANT
1' - 2"1' - 0"SLAB REINF
- SEE PLAN
TOC EL
VARIES
#5 x DOWELS
@ 9" OC EF
3'-0"4'-0"TYP
CONST JT1
SD-S-3
GRADE EL = SEE CIVIL
6"
1/2" CLR
JNT FILLER W/
BACKEROD &
SEALANT
SLAB REINF
- SEE PLAN
1' - 0"2' - 6"TOC EL
VARIES
316 SS L6x4x5/16 (LLV)
x CONT W/ 1/2" DIA x 4" HS
@ 16" OC - CAST IN
REMOVABLE CONC PANEL
NEOPRENE
BRNG PAD
PRECAST REMOVABLE
CONC PANEL - SEE
316 SS L5x5x5/16 CONT
W/ 1/2" DIA x 4" HS
@ 16" OC
4 - #6 CONT
3 - #9 T&B W/
#4 @12"OCx
AS SHOWN
/4 BW-S-3
SLEEVE THROUGH BM
WHERE REQ'D FOR ELECTIC
ACTUATOR. PROVIDE 2x
ADD'L STIRR @ 4" OC EA
SIDE OF SLEEVE
PROVIDE 180-DEG
HOOK @ BOT
LONGITUDINAL REINF
#4 STIRRUPS AT
WIDENED PORTION OF
BM - MATCH BM
STIRRUP SPACING (2"
CLR)
SEE PLAN
SEE PLANADD'L #6 x
T&B - TYP
#6 @ 10" OC EW
TOP & BOT
10" THICK
REMOVABLE
PANEL (12" @ ROAD)
LIFTING LUG
PLAN EQEQEQTYP
1' - 0"
5
BW-S-3
5 ADD'L #4x3'-0"
@ 8" OC EA WAY
3/4"x16"x1'-4"
EMBED PL (316 SS)
W/ 4 - 1/2" DIA x 4"
H.S.A (12" GAGE, 316
SS)
3/4" DIA (316 SS)
BAR LIFTING LUG
0'-10"TYP
2 1/2"5"
SEE
FOR PANEL REINF
/4 BW-S-3
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:14 PM
BID SUBMITTAL DETAILSBW-S-3LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALTYPICAL VALVE VAULT3/4" = 1'-0"BW-S-1
1 DETAIL
3/4" = 1'-0"BW-S-1
2 DETAIL
3/4" = 1'-0"BW-S-1
3 DETAIL
3/8" = 1'-0"
4 REMOVABLE CONCRETE PANEL
3/4" = 1'-0"
5 LIFTING LUG DETAIL
NO.ISSUEBYDATE111
*
STAINLESS STEELSAFETY CABLE5'-0"
6'-0"6'-0"12"STAINLESS STEELGUIDE RAILS3'-0"2% SLOPE10-DP-DI10" DUCTILE IRON14-DP-DITO METERVAULT #210-DP-DI10'-0"PLAN3/8"=1'-0"1-SECTION3/8"=1'-0"2-TOSLUDGELAGOONS10-DP-DI10-DP-DI2-D-PVC10" VICTAULICCOUPLING (TYP OF 2)10-GV-M10" x 14" DIREDUCER10" PLUG VALVE(TYP OF 2)10" CHECK VALVE(TYP OF 2)14-OF-DI36-W-DIFL EL 590.00TO WRBFL EL 582.00FROM FILTERS24-DP-DIFL EL 573.552-SPD-PVCFL EL 583.002-DP-PVCFL EL 586.002-DP-PVCFL EL 586.00FROM DEWATERING WELLS10" DRESSERCOUPLINGPIPE SUPPORT(TYP OF 2)2-DP-PVCFL EL 586.002" DISCHARGEFROM DEWATERINGWELLSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:17 AM Plot By: maj Filename: N:\WW\Drawings\WW-MD-PS-SUMP01.dwg Last Saved: 10/11/2022 8:17 AM Saved By: majFilename: N:\WW\Drawings\WW-MD-PS-SUMP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-MD-PS-SUMP01.dwg
DEMOLITION
MAIN DRAIN SUMP - DEMOLITION PLANMD-D-1KEC
MAJ
.
DWS NOTES BY SYMBOL " "1.DEMOLISH SOUTHERN VALVE VAULT WALL (RE: STRUCTURAL).REFER TO MD-M-1 FOR VAULT EXPANSION.2.REMOVE 10" DUCTILE IRON ELBOW. REFER TO MD-M-1 FORREPLACEMENT INFORMATION.122-GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00“SPECIAL PROCEDURES” BEFORE BEGINNINGWORK IN THIS AREA.03/8"=1'-01'2'4'2022-10-21112
*
1'-6"STAINLESS STEELSAFETY CABLE5'-0"6'-0"1'-0"STAINLESS STEELGUIDE RAILS3'-0"C OFGUIDE RAILSL2-D-DI2% SLOPE10" DUCTILEIRONTO METERVAULT #210-DP-DIVICTAULIC CPLG.(TYP)2" FLOORDRAINMAIN DRAINSUMP24-DP-DIFL EL 573.552-DP-PVCFL EL 583.036-WW-DIFL EL 582.00FL EL 590.014-OF-DITO WRBFL EL 586.002-DP-PVC10-DP-DI14-DP-DIPLAN3/8"=1'-0"1-SECTION3/8"=1'-0"2-10'-0"1TOSLUDGELAGOONSFROM FILTERSTOP OF VAULTEL 600.50GRADE EL 598.00±GRADE EL 598.00±FLOOR EL 569.003242-MAIN DRAINSUMP PUMPSEXIST PIPESUPPORT(TYP OF TWO)10" MOTORIZEDGATE VALVE56-DP-DI6" DI MJ 90 DEG BEND (RESTRAINED)10"x 6" DI MJ REDUCER (RESTRAINED)10" DI MJ-PE MJ TEE (RESTTRAINED)2-DP-PVCFL EL 586.00PUMP BASE ELBOWPUMP LIFTING CHAIN6-DP-DI6-DP-DI342TYPE TPIPE PENETRATIONGUIDE RAIL BRACING (TYP)2" DISCHARGEFROM DEWATERINGWELLS4PIPE SUPPORT340TYPE F6" DI FLG 90DEG BENDPIPE PENETRATION342TYPE TPIPE SUPPORT340TYPE FPIPE PENETRATION342TYPE DPIPE PENETRATION342TYPE D6-DP-DI10" PLUG VALVE(TYP OF 2)10" CHECK VALVE(TYP OF 2)STAINLESS STEELGUIDE RAIL6" DI MJ 90 DEG BEND (RESTRAINED)6" DI MJ 90 DEG BEND (RESTRAINED)℄ ELEV 595.17 ±℄ ELEV 595.17 ±SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 8:17 AM Plot By: maj Filename: N:\WW\Drawings\WW-MD-PS-SUMP01.dwg Last Saved: 10/11/2022 8:17 AM Saved By: majFilename: N:\WW\Drawings\WW-MD-PS-SUMP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-MD-PS-SUMP01.dwg
MECHANICAL
MAIN DRAIN SUMP - IMPROVEMENTSMD-M-1KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIALPROCEDURES” BEFORE BEGINNING WORK IN THIS AREA.3.NEW AND MODIFIED PIPING SHALL BE COATED PERSECTION 09 96 00.01 “HIGH-PERFORMANCE COATINGS.”4.APPLY PROTECTIVE COATING TO EXISTING EXPOSEDPIPING IN ACCORDANCE WITH SECTION 09 96 00.01"HIGH-PERFORMANCE COATINGS".NOTES BY SYMBOL " "1.INSTALL NEW SUBMERSIBLE PUMP WITH GUIDE RAIL.2.6" CHECK VALVE3.6" PLUG VALVE4.6" RESTRAINED FLEXIBLE COUPLING5.6" VICTAULIC COUPLING1403/8"=1'-01'2'4'2352022-10-21113
*
4 R 21'-0"4'-6"6'-0"6'-0"3'-2"6'-10"4'-0"50'-0"60'-0"36-WW-S8-DE-DI2-W1-PVC36-WW-S8-OF-DI10-WR-DI21WR-D-236-BFV-E1136-BFV-E2SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 9:18 AM Plot By: maj Filename: N:\WW\Drawings\WW-WR-PL-DEMO01.dwg Last Saved: 10/11/2022 8:32 AM Saved By: majFilename: N:\WW\Drawings\WW-WR-PL-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WR-PL-DEMO01.dwg
DEMOLITION
WASHWATER RECLAMATION BASIN
PLAN AND DETAIL - DEMOLITIONWR-D-1KEC
MAJ
.
DWSPLAN3/16"=1'-0"1-DEMOLITION DETAIL FOR WASHWATERRECLAMATION BASIN PUMPS, PIPING, AND VALVESNTS2-GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIALPROCEDURES” BEFORE BEGINNING DEMOLITION IN THISAREA.3.THE PUMP DISCHARGE PIPING CONCRETE PIPE SUPPORTSSHALL BE DEMOLISHED. THE REINFORCING STEEL SHALL BECUT TO 1/2-INCH BELOW THE TOP OF SLAB AND THE VOIDSPACE FILLED WITH NON-SHRINK GROUT.NOTES BY SYMBOL " "1.DEMOLISH 36" BUTTERFLY VALVE, STEM AND ACTUATOR.REFER TO WR-M-1 FOR REPLACEMENT INFORMATION.2.DEMOLISH ALL PUMPS, DISCHARGE VALVES, FITTINGS,COUPLINGS, PIPE SUPPORTS AND DEMOLISH 10" DISCHARGELINE TO THE HEADER. REFER TO WR-M-1 FOR REPLACEMENTINFORMATION.NORTH
22203/16"=1'-0"4'8'22022-10-21114
*
C EL 595.50LFL EL 582.0036-WW-S10-WR-DIGND. EL 598.0GND. EL 598.00EL 601.0036-BFV-E8-DE-DIFL EL 587.001" AIR & VACUUM VALVE (TYP.)2-W1-PVC2-W1-PVCF EL.593.50LF EL 593.50L8'-0"3'-0"9'-0"50'-0"1'-4"1'-4"2'-0"3'-0"6'-0"21'-0"SECTION1/4"=1'-0"1WR-D-16'-0"2'-3"6'-0"DEMO VALVE SUPPORTSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 9:18 AM Plot By: maj Filename: N:\WW\Drawings\WW-WR-SC-DEMO01.dwg Last Saved: 6/8/2022 10:35 AM Saved By: majFilename: N:\WW\Drawings\WW-WR-SC-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WR-SC-DEMO01.dwg
DEMOLITION
WASHWATER RECLAMATION BASIN
SECTION - DEMOLITIONWR-D-2KEC
MAJ
.
DWS 2GENERAL NOTES:1.REFER TO SHEET WR-D-1 FOR ADDITIONALNOTES.NOTES BY SYMBOL " "1.DEMOLISH 36" BUTTERFLY VALVE, STEM, ACTUATORAND PLATFORM. REFER TO WR-M-1 AND WR-M-2 FORREPLACEMENT INFORMATION.2.DEMOLISH VERTICAL TURBINE PUMP. REFER TOWR-M-1 AND WR-M-2 FOR REPLACEMENTINFORMATION.3.DEMOLISH PUMP DISCHARGE VALVES, FITTINGS,COUPLINGS, PIPE SUPPORTS, AND DEMOLISH 10"DISCHARGE LINE TO THE HEADER (TYP. OF 2 EXISTINGPUMPS.) REFER TO WR-M-1 AND WR-M-2 FORREPLACEMENT INFORMATION.131/4"=1'-0"2'01'4'8'2022-10-21115
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 9:19 AM Plot By: maj Filename: N:\WW\Drawings\WW-RR-DT-DEMO06.dwg Last Saved: 10/11/2022 8:36 AM Saved By: majFilename: N:\WW\Drawings\WW-RR-DT-DEMO06.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-RR-DT-DEMO06.dwg
DEMOLITIONWASHWATER RETURN TO RAW WATER CONNECTIONACTUATOR REPLACEMENT DETAILWR-D-3YL
TMG
.
JLN NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR FOR BUTTERFLY VALVEBFV-WR-292.2.DEMOLISH AND REPLACE ELECTRIC MOTOROPERATOR MOUNTING STAND FOR EMOBFV-WR-292.WASHWATER RETURN TO RAW WATER ACTUATORDEMOLITION AND REPLACEMENT DETAILNTS1-GENERAL NOTES:1.REFER TO DRAWING G-3 FOR ADDITIONALNOTES.2.REFER TO DRAWING C-2 FOR ACTUATORLOCATION.3.CONDUIT ASSOCIATED WITH ELECTRIC MOTOROPERATORS.12DEMOLISHAND REPLACE WATERTIGHT FLEX2022-10-21116
*
1WR-D-42WR-D-4DEMO2' - 0"1' - 0"1' - 0"DEMO3' - 0"TYP TYP TOC 101' - 0"EX 12" THK CONCFLOOR1' - 0"14' - 0"1' - 0"16' - 0"1' - 0" 21' - 0" 1' - 0"23' - 0"PORTION OF EX CURB TO BE DEMOLISHED (TYP)PORTION OF EX SLAB TO BE DEMOLISHED (TYP)PORTION OF EXCURB TO REMAIN2' - 6" ±1' - 0" ±2' - 0" ±1' - 0" ±2' - 0" ±1' - 0" ±2' - 0" ±1' - 0" ±2' - 0" ±1' - 0" ±2' - 0" ±1' - 0" ±2' - 6" ±601.00 ± (FV) 1WR-D-42WR-D-4DEMO2' - 0"6"1' - 0"DEMO5' - 0"TYP TYP TOC 94' - 0"EX 12" THK CONCWALLEX 12" THK CONCFLOOR0"14' - 6"1' - 0"15' - 6"6"21' - 0" 1' - 0"22' - 6"2' - 0" 4' - 0" ± 2' - 0" 4' - 0" ± 2' - 0" 3' - 6" ±EX PUMP/PIPINGTO BE DEMOLISHED- SEE MECH594.00 ± (FV) DEMO NOTES:1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. FIELD VERIFY THE LOCATIONS AND CONDITIONS OF ALL BURIED UTILITIES PRIOR TO BEGINNING DEMOLITION. NOTIFY THE ENGINEER WHERE DISCREPANCIES WITH THE CONTRACT DOCUMENTS ARE DISCOVERED.2. COORDINATE DEMOLITION SCHEDULING AND SEQUENCING WITH SPECIFICATION 02 41 00 AND CONTRACT DOCUMENTS.3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL DEMOLITION ITEMS DURING THE PROCESS OF DEMOLITION.4. DURING THE DEMOLITION OPERATION, CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SUPPORTS, AND PROTECTIVE DEVICES NECESSARY TO SAFEGUARD ALL EXISTING STRUCTURES AND EQUIPMENT SCHEDULED TO REMAIN IN PLACE. CONTRACTOR SHALL NOT UNDERTAKE ANY CUTTING OR DEMOLITION WHICH MAY AFFECT THE STRUCTURAL STABILITY OF THE WORK OR EXISTING FACILITIES WITHOUT ENGINEER'S CONCURRENCE.5. CONTRACTOR SHALL COORDINATE DEMOLITION WITH ALL DISCIPLINES PRIOR TO COMMENCING ANY DEMOLITION. REFER TO ELECTRICAL AND MECHANICAL FOR DEMOLITION OF EQUIPMENT NOT SHOWN.6. SAW CUT CONCRETE AT FACE OF CONCRETE TO REMAIN PRIOR TO DEMOLITION.7. FACE OF CONCRETE DEMOLITION IS TO BE REPAIRED PER 8/SD-S-5 TYP AT ALL DEMO LOCATIONS.100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:57:32 PMBID SUBMITTALSTRUCTURAL DEMOLITION PLANSWR-D- LAS/JAFJGJGMKK<File Name = Org.Description>WASHWATER RECLAMATION BASINDEMOLITION3/8" = 1'-0"1DEMOLITION PLAN3/8" = 1'-0"2DEMOLITION PLANNORTHNORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS4117*
TOC 101' - 0"TOC 94' - 0"TOC 74' - 0"DEMO5' - 0"DEMO3' - 0"EX 12" THK CONC FLOOREX 12" CONC FLOOREX 12" THK CONC WALLNOTE - SEE PLAN FOR DEMO NOTES594.00 ± (FV) 601.00 ± (FV) 20' - 0"574.00 ± (FV) EX PUMP AND PIPING TO BE DEMOLISHED -SEE MECH'LDEMO2' - 0"DEMO2' - 0"DEMO2' - 0"DEMO2' - 0"DEMO2' - 0"DEMO2' - 0"TOC 101' - 0"TOC 74' - 0"TOC 94' - 0"EX 12" THK CONC FLOOREX 12" THK CONC FLOOREX 12" THK CONC WALLNOTE - SEE PLAN FOR DEMO NOTES594.00 ± (FV) 601.00 ± (FV) 574.00 ± (FV) 100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:57:33 PMBID SUBMITTALSTRUCTURAL DEMOLITION SECTIONWR-D- LAS/JAFJGJGMKK<File Name = Org.Description>WASHWATER RECLAMATION BASINDEMOLITION3/8" = 1'-0"WR-D-31DEMO SECTION3/8" = 1'-0"WR-D-32DEMO SECTIONNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS5118*
4 R 21'-0"4'-6"6'-0"3'-2"6'-10"4'-0"50'-0"60'-0"36-WW-S8-DE-DI36-WW-S8-OF-DI10-WR-DI1WR-M-236-BFV-E36-BFV-E3-SPD-PVC3-SPD-PVC
2-SPD-PVC342TYPE TPIPE PENETRATIONREFER TO SHEET C-7 FOR CONTINUATIONREFER TO SHEET C-7FOR CONTINUATION3" PVC 45 DEGBEND3" x 2" PVCREDUCER3" PVC TEE2-SPD-PVC2" PVC 90 DEGELBOW2-W1-PVC6'-0"4'-6"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 9:19 AM Plot By: maj Filename: N:\WW\Drawings\WW-WR-PL-EQPT01.dwg Last Saved: 10/11/2022 9:08 AM Saved By: majFilename: N:\WW\Drawings\WW-WR-PL-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WR-PL-EQPT01.dwg
MECHANICAL
WASHWATER RECLAMATION BASIN
PLAN - IMPROVEMENTSWR-M-1KEC
MAJ
.
DWSPLAN3/16"=1'-0"1-GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00“SPECIAL PROCEDURES” BEFORE BEGINNINGDEMOLITION IN THIS AREA.3.FIELD VERIFY DIMENSIONS FOR VALVEREPLACEMENTS AND MAKE MODIFICATIONS ASREQUIRED FOR VALVE REPLACEMENT. ANYREQUIRED PIPING MODIFICATIONS WILL BE ATNO ADDITIONAL COST TO THE OWNER. PIPINGMODIFICATIONS SHALL BE SUBMITTED TO THEENGINEER FOR REVIEW PRIOR TOCOMMENCEMENT OF THE WORK.4.PROVIDE STAINLESS STEEL (TYPE 316) BOLT, NUT,AND WASHER KITS AS PART OF THE VALVEREPLACEMENTS.5.PROVIDE GASKETS AS PART OF THE VALVEREPLACEMENTS.6.ALL NEW VALVES AND PIPING SHALL BE COATEDPER SECTION 09 96 00.01 “HIGH PERFORMANCECOATINGS.” ALL PIPING AND FITTINGS THAT AREREMOVED AND REINSTALLED AS PART OF THEWORK SHALL BE RE-COATED.7.APPLY PROTECTIVE COATING TO EXISTINGEXPOSED PIPING IN ACCORDANCE WITH SECTION09 96 00.01 "HIGH PERFORMANCE COATINGS".NOTES BY SYMBOL " "1.NEW 36" BUTTERFLY VALVE REPLACEMENT WITHNEW ACTUATOR.2.NEW 10" PLUG VALVE.3.NEW 10" DOUBLE DISC CHECK VALVE.4.NEW 1" AIR AND VACUUM VALVE.5.NEW ALUMINUM PLATFORM RE: WR-S-1.NORTH 143243243203/16"=1'-0"4'8'153-SPD-PVCUATION2-SPD-PVCREFER TO SHEET C-7FOR CONTINUATION342TYPE TPIPE PENETRATION3" PVC 45 DEGBEND2 WITH HANDRAILS.2022-10-21119
*
C EL 595.50LFL. EL 582.0036-WW-SGND. EL 598.0GND. EL 598.00EL 601.008-DE-DIFL. EL 587.002-W1-PVC2-W1-PVCF EL.593.50LF EL 593.50L8'-0"3'-0"9'-0"50'-0"1'-4"1'-4"2'-0"3'-0"6'-0"21'-0"SECTION1/4"=1'-0"2WR-M-16'-0"STAINLESS STEELSAFETY CABLEPUMP GUIDERAIL BRACINGPUMP GUIDERAIL10"x 6" DI FLGREDUCING90 DEG BENDSTAINLESSSTEEL VALVEOPERATORSUPPORT5'-0"3-SPD-PVCF EL.594.75L342TYPE TPIPE PENETRATION3" PVC 45 DEGBEND, FLG x PESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 9:19 AM Plot By: maj Filename: N:\WW\Drawings\WW-WR-SC-EQPT01.dwg Last Saved: 10/11/2022 9:16 AM Saved By: majFilename: N:\WW\Drawings\WW-WR-SC-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-WR-SC-EQPT01.dwg
MECHANICAL
WASHWATER RECLAMATION BASIN
SECTION - IMPROVEMENTSWR-M-2KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET WR-M-1 FOR ADDITIONAL NOTES.2.ELECTRIC MOTOR OPERATOR PLATFORM NOTSHOWN. REFER TO THE STRUCTURAL SHEETS FORADDITIONAL DETAILS.6-WR-DI10-WR-DI23451NOTES BY SYMBOL " "1.NEW 36" BUTTERFLY VALVE WITH MOTORIZED ACTUATORAND STEM.2.NEW PLUG VALVES (TYP. 3).3.NEW DOUBLE DISC CHECK VALVE (TYP. 3).4.NEW 1" AIR AND VACUUM VALVE (TYP. 3) .5.NEW SUBMERSIBLE CENTRIFUGAL PUMPS (TYP. 3).6.REMOVABLE ACCESS COVER.7.REMOVABLE GRATING TO ALLOW PUMP REMOVAL ANDVACUUM HOSE ACCESS. REFER TO THE STRUCTURAL SHEETSFOR ADDITIONAL DETAILS.8.NEW ALUMINUM PLATFORM WITH HANDRAILS. RE: WR-S-1.1/4"=1'-0"2'01'4'8'6782022-10-21120
*
4 '-0"x4 '-0"ROOFHATCHWR-S-213' - 6"3' - 6"SD-S-912' - 3"50' - 0" 2'-3" 2'-3" 18' - 6"18' - 6" 2' - 3"EX BASINCONC WALLTOG EL = 600.00 ±(MATCH EX TOW)EX TOW EL = 600.00 ± (FV)- TYPEX HANDRAILEX WASHWATERRECLAMANTIONBASIN STRUCTUREPLAN NOTES:1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ANY DEMOLITION AND NEW MEMBER FABRICATION.2. TOP OF STRUCTURAL CONCRETE ELEVATION - FINISH FLOOR, UNO.3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS, SLOPES, AND PENETRATIONS NOT DIMENSIONED ON PLAN.4. CONTRACTOR TO LOCATE ALL EXISTING, IN-PLACE CONCRETE REINFORCING PRIOR TO CORING THROUGH CONCRETE ROOF SLAB, AND IS TO ENSURE NO IN-PLACE REINFORCING IS HIT OR DAMAGED DURING CORING OPERATIONS.100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:57:33 PMBID SUBMITTALOVERALL PLANWR-S-1LAS/JAFJGJGMKK<File Name = Org.Description>WASHWATER RECLAMATION BASINSTRUCTURAL1/4" = 1'-0"1MODIFICATION PLANNORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS121*
1WR-S-32WR-S-3EX 12" THK CONCFLOOR1' - 0"14' - 0"1' - 0"16' - 0"1' - 0" 21' - 0" 1' - 0"23' - 0"TOC 101' - 0"TYP TYP 5' - 0"1' - 0"1' - 0"21' - 0"TYP3' - 0"TYP3' - 4"8" TYPSD-S-4TYPCONC CURB51/2" DIA ADH ANCHOR (316 SS) @ 48" OC MAX (MIN 2 PER SIDE) W/ 4" EMBEDMENT, CENTERED ON CURB - TYP3/8" CHECKERED COVER PL W/ 2" RETURN OVER OPNG (316 SS) - TYP601.00 ± (FV) 1WR-S-32WR-S-31' - 0"21' - 0" 2' - 0"6"1' - 0" 5' - 0"TYP TYP EX 12" THK CONCWALLEX 12" THK CONCFLOOR1' - 0"14' - 0"1' - 0"16' - 0"1' - 0"21' - 0"1' - 0"23' - 0"TOC 94' - 0"1 1/2" THK AL GRATING (TYP UNO)SD-S-7TYPTYPE C2594.00 ± (FV) PLAN NOTES:1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ANY DEMOLITION AND NEW MEMBER FABRICATION.2. TOP OF STRUCTURAL CONCRETE ELEVATION - FINISH FLOOR, UNO.3. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS, SLOPES, AND PENETRATIONS NOT DIMENSIONED ON PLAN.4. CONTRACTOR TO LOCATE ALL EXISTING, IN-PLACE CONCRETE REINFORCING PRIOR TO CORING THROUGH CONCRETE ROOF SLAB, AND IS TO ENSURE NO IN-PLACE REINFORCING IS HIT OR DAMAGED DURING CORING OPERATIONS.100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:57:35 PMBID SUBMITTALPLANSWR-S-2LAS/JAFJGJGMKK<File Name = Org.Description>WASHWATER RECLAMATION BASINSTRUCTURAL3/8" = 1'-0"WR-S-11MODIFICATION PLAN3/8" = 1'-0"2MODIFICATION PLANNORTHNORTHNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS122*
TOC 101' - 0"TOC 94' - 0"TOC 74' - 0"5' - 0"EX 12" THK CONC FLOOREX 12" CONC FLOOREX 12" THK CONC WALL5' - 0"SD-S-4TYPCONC CURB58"MIN6"SD-S-7TYPTYPE 'C'25" WIDE CONT NEOPRENE GASKET ADHERED TO COVER PL, TYP3/8" CHECKERED COVER PL W/ 2" RETURN OVER OPNG (316 SS) - TYP1/2" DIA SS ANCHORS -SEE PLANTYP2"AL GRATING - SEE PLAN -TP GRATING = MATCH EX594.00 ± (FV) 601.00 ± (FV) 574.00 ± (FV) 2' - 0" 2' - 0"2' - 0"TOC 101' - 0"TOC 74' - 0"TOC 94' - 0"EX 12" THK CONC FLOOREX 12" THK CONC FLOOREX 12" THK CONC WALL2' - 0"2' - 0"2' - 0"SD-S-4TYPCONC CURB5MIN6"SD-S-4TYPTYPE 'C'25" WIDE CONT NEOPRENE GASKET ADHERED TO COVER PL, TYPAL GRATING - SEE PLAN -TO GRATING = MATCH EX2" -TYP3/8" CHECKERED COVER PL W/ 2" RETURN OVER OPNG (316 SS) - TYP1/2" DIA SS ANCHORS -SEE PLAN - TYP594.00 ± (FV) 601.00 ± (FV) 574.00 ± (FV) 100 GLASS STREET, SUITE 201972.392.7340DALLAS, TEXAS 75207TBPE FIRM F-7986JQ INFRASTRUCTURE, LLCPROJECT NO:InfrastructureJQIENG.COMshaping the built environmentSHEETSEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274JESUS A. GUERRA12327410/21/2210/20/2022 3:57:35 PMBID SUBMITTALSECTIONSWR-S-3LAS/JAFJGJGMKK<File Name = Org.Description>WASHWATER RECLAMATION BASINSTRUCTURAL3/8" = 1'-0"WR-S-21MODIFICATION SECTION3/8" = 1'-0"WR-S-22MODIFICATION SECTIONNO.ISSUEBYDATE101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comVEMENTS123*
NORTH
PLAN1/4"=1'-0"1-40'-0"6'-10"18"10"18"4'-7"8'-8"5'-8"5'-8"8'-8"PIPE CHASE6"6"4'-0"4'-7"1'-8"4'-0" x 6'-0"OPENINGWITH HATCH12' WIDE WEIRGATEWITH DOUBLEHOISTAND MOTORACTUATOR1-SA-GS TO TPSELECTRICALBUILDING4" COMBINATIONAIR RELEASEVALVE60-FW-SP-TP-1P-TP-2P-TP-3VICTAULIC TYPEPIPE COUPLING(TYP)8-PV-ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 2:51 PM Plot By: maj Filename: N:\WW\Drawings\WW-TPS-PL-DEMO02.dwg Last Saved: 10/11/2022 2:48 PM Saved By: majFilename: N:\WW\Drawings\WW-TPS-PL-DEMO02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-TPS-PL-DEMO02.dwg
DEMOLITION
TRANSFER PUMP STATIONDEMOLITION PLANTP-D-1YL
MAJ
.
DWS GENERAL NOTES:1.REFER TO DRAWING G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIALPROCEDURES” BEFORE BEGINNING WORK IN THIS AREA.NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE WEIR GATE ELECTRIC MOTOROPERATOR FOR WG-TP-1. RE: TP-M-1 FOR REPLACEMENTINFORMATION.2.DEMOLISH AND REPLACE PLUG VALVE ELECTRIC MOTOROPERATOR FOR PV-TP-249. RE: TP-M-1 FORREPLACEMENT INFORMATION.3.DEMOLISH EXISTING 60" BLIND FLANGE AND REPLACEWITH 60" BLIND FLANGE TAPPED WITH 30" OUTLET. RE:TP-M-1 FOR REPLACEMENT INFORMATION.4.DEMOLISH AND REPLACE CONCRETE PAVEMENT. RE:TP-M-1 FOR REPLACEMENT INFORMATION.1TP-D-22TP-D-21/4"=1'-0"2'01'4'8'13242022-10-21124
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 2:52 PM Plot By: maj Filename: N:\WW\Drawings\WW-TP-DT-DEMO02.dwg Last Saved: 10/11/2022 1:54 PM Saved By: majFilename: N:\WW\Drawings\WW-TP-DT-DEMO02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-TP-DT-DEMO02.dwg
DEMOLITION
TRANSFER PUMP STATION
ACTUATOR DEMO AND REPLACEMENT DETAILSTP-D-2YL
TMG
.
DWS NOTES BY SYMBOL " "1.DEMOLISH AND REPLACE WEIR GATEACTUATOR FOR WG-TP-1.2.DEMOLISH AND REPLACE CLEAR PLASTICSTEM PROTECTOR FOR EMO WG-TP-1.3.DEMOLISH AND REPLACE PLUG VALVEACTUATOR FOR PV-TP-249.TRANSFER PUMP STATIONDEMOLITION AND REPLACEMENT DETAILS INTS1TP-D-1GENERAL NOTES:1.REFER TO SHEET TP-D-1 FOR ADDITIONAL NOTES.2.DEMOLISH AND REPLACE WATERTIGHT FLEXCONDUIT ASSOCIATED WITH ELECTRIC MOTOROPERATORS.123TRANSFER PUMP STATIONDEMOLITION AND REPLACEMENT DETAILS IINTS2TP-D-12022-10-21125
*
NORTH
PLAN1/4"=1'-0"1-40'-0"6'-10"18"10"18"4'-7"8'-8"5'-8"5'-8"8'-8"PIPE CHASE6"6"4'-0"4'-7"1'-8"4'-0" x 6'-0"OPENINGWITH HATCH12' WIDE WEIRGATEWITH DOUBLEHOISTAND MOTORACTUATOR4" COMBINATIONAIR RELEASEVALVE60-FW-SP-TP-1P-TP-2P-TP-3VICTAULIC TYPEPIPE COUPLING(TYP)8-PV-EEL 600.00EL 598.00CL EL 604.6±10"CL EL 601.42EL 598.00CL EL 601.42367-FLEXIBLECOUPLINGW/ THRUSTHARNESS542TYPE ACONCRETEPIPE SUPPORTCONCRETEPAD RE:STRUCTURAL11'-0"60" BLIND FLANGETAPPED WITH A30" OUTLET60" BLIND FLANGETAPPED WITH A30" OUTLETSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 2:52 PM Plot By: maj Filename: N:\WW\Drawings\WW-TPS-PL-REPL01.dwg Last Saved: 10/11/2022 2:48 PM Saved By: majFilename: N:\WW\Drawings\WW-TPS-PL-REPL01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-TPS-PL-REPL01.dwg
MECHANICAL
TRANSFER PUMP STATIONPLAN AND SECTIONSTP-M-1YL
MAJ
.
DWS GENERAL NOTES:1.REFER TO DRAWING G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIALPROCEDURES” BEFORE BEGINNING WORK IN THIS AREA.3.ALL ANCHOR BOLTS TO BE STAINLESS-STEEL (TYPE 316)UNLESS NOTED OTHERWISE.4.ALL NEW VALVES AND PIPING SHALL BE COATED PERSECTION 09 96 00.01 "HIGH PERFORMANCE COATINGS."ALL PIPING AND FITTINGS THAT ARE REMOVED ANDREINSTALLED AS PART OF THE WORK SHALL BERE-COATED.5.APPLY PROTECTIVE COATING TO EXISTING EXPOSEDPIPING IN ACCORDANCE WITH SECTION 09 96 00.01"HIGH-PERFORMANCE COATINGS."NOTES BY SYMBOL " "1.30" BUTTERFLY VALVE, MANUAL, FLANGED.2.30" HORIZONTAL DOUBLE DOOR CHECK VALVE, FLANGED.3.30" 45-DEG. BEND, STEEL, FLANGED.4.30" 90-DEG. BEND, STEEL, FLANGED.5.30" 45-DEG. BEND, STEEL, MJ.6.INSTALL NEW WEIR GATE ELECTRIC MOTOR OPERATORFOR WG-TP-1.7.INSTALL NEW PLUG VALVE ELECTRIC MOTOR OPERATORFOR PV-TP-249.8.FULL PANEL CONCRETE PAVEMENT REPAIR. RE: C-10 FORADDITIONAL INFORMATION.1SECTION1/4" = 1'-0"1-SECTION1/4" = 1'-0"2-233455331/4"=1'-0"2'01'4'8'1-2-672022-10-21126
*
38'-0"
EA. SIDE 15'-0"11'-0"11'-0"1224-D-PVDFFROM HYDROFLUOROSILICIC ACIDBULK STORAGE CONTAINMENT4-D-PVCFROM FERRIC SULFATE BULKSTORAGE CONTAINMENT4-D-PVCFROM CAUSTIC SODA BULKSTORAGE CONTAINMENT2-D-PVCFROM PIPE CHASE SUMP PUMPS4-D-PVCFROM CHLORINEAMMONIA BUILDING6-D-PVCFROM AMMONIASCRUBBER4-W2-PVCEXISTING CHLORINE ANDAMMONIA BUILDING15'-0"GRADE EL 598.00±SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 3:39 PM Plot By: maj Filename: N:\WW\Drawings\WW-CC-PL-DEMO01.dwg Last Saved: 10/11/2022 2:54 PM Saved By: majFilename: N:\WW\Drawings\WW-CC-PL-DEMO01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-PL-DEMO01.dwg
DEMOLITION
CHEMICAL CONTAINMENT PIT
PLAN - DEMOLITIONCS-D-1KEC
MAJ
.
DWS NOTES BY SYMBOL " "1.REMOVE HIGH DENSITY POLYETHYLENE LINERFROM CHEMICAL CONTAINMENT PIT. REFERTO CS-M-1 FOR CHEMICAL CONTAINMENT PITREPLACEMENT INFORMATION.2.DEMOLISH INLET PIPES AS INDICATED FROMTHE EDGE OF THE EXISTING CHEMICALCONTAINMENT PIT. REFER TO CS-M-1 FORPIPING REPLACEMENT INFORMATION.PLAN3/16" = 1'-0"1-SECTION3/16" = 1'-0"2-2-GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00“SPECIAL PROCEDURES” BEFORE BEGINNINGWORK IN THIS AREA.3.PROTECT EXISTING STRUCTURES, EQUIPMENT,UTILITIES, AND PIPING DURING DEMOLITIONAND CONSTRUCTION. ANY DAMAGE TO EXISTINGITEMS DURING THE CONTRACTOR'SCONSTRUCTION ACTIVITIES SHALL BE REPAIREDBY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER.4.PROVIDE SHEETING, SHORING, AND BRACINGNECESSARY TO ACCOMPLISH THE WORK.PROTECTING EXISTING STRUCTURES, UTILITIES,AND PIPING TO REMAIN IN SERVICE AND ASREQUIRED BY THE CONTRACTOR'S TRENCHSAFETY PLAN.5.PROVIDE A TEMPORARY MEANS OF HANDLINGFLOW FROM THE VARIOUS DRAIN LINESIMPACTED BY THESE OPERATIONS.CONTRACTOR'S TEMPORARY PUMPINGARRANGEMENT MAY INCLUDE A FIBERGLASSREINFORCED PLASTIC (FRP) MANHOLE ANDSUBMERSIBLE PUMP SYSTEM WITH TEMPORARYPIPING TO THE SLUDGE PUMP STATION THEFLOCCULATION/SEDIMENTATION BASINS.PUMPING SYSTEM SHOULD ACCOMMODATE AFLOW OF APPROXIMATELY 100 GPM.03/16"=1'-0"4'8'1CS-D-22022-10-21127
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 3:39 PM Plot By: maj Filename: N:\WW\Drawings\WW-CC-DT-DEMO02.dwg Last Saved: 10/11/2022 2:56 PM Saved By: majFilename: N:\WW\Drawings\WW-CC-DT-DEMO02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-DT-DEMO02.dwg
DEMOLITION
CHEMICAL CONTAINMENT PIT
PHOTO - DEMOLITIONCS-D-2KEC
MAJ
.
DWS 3NOTES BY SYMBOL " "1.REMOVE HIGH DENSITY POLYETHYLENE LINERFROM CHEMICAL CONTAINMENT PIT. REFERTO CS-M-1 FOR CHEMICAL CONTAINMENT PITREPLACEMENT INFORMATION.2.DEMOLISH INLET PIPES AS INDICATED FROMTHE EDGE OF THE EXISTING CHEMICALCONTAINMENT PIT. REFER TO CS-M-1 FORPIPING REPLACEMENT INFORMATION.3.DEMOLISH CHAIN LINKED FENCE.CHEMICAL CONTAINMENT PITDEMOLITION DETAILNTS1-GENERAL NOTES:1.REFER TO SHEET CS-D-1 FOR ADDITIONALNOTES.122022-10-21128
*
S
S
25'-0"25'-0"434-D-PVCFROM FERRIC SULFATE BULKSTORAGE CONTAINMENT4-D-PVCFROM CAUSTIC SODA BULKSTORAGE CONTAINMENT2-D-PVCFROM PIPE CHASE SUMP PUMPSFROM CHLORINE AMMONIA BUILDING725'-6"4-D-PVDF4-D-PVC4-D-PVC2-D-PVC4-D-PVC4-D-PVC4-D-TFRP10'-4"FL EL 595.00 ±(TYP)14-D-PVDFFROM HYDROFLUOROSILICICACID BULK STORAGECONTAINMENT4-D-PVC4-D-TFRP66'-0"6'-0"6CONCRETE PAD26'-10"
1'-10"3'-2"
2'-10"2'-0"1'-8"4-D-TFRPPUMP PADPUMP CURB2-W2-PVC4'-8"TFRP 4", 45 DEGBEND WITH A 45 DEG.ROTATION, FLG x PE4-D-PVC6-D-PVCFROM AMMONIASCRUBBER6-D-PVCFL EL 595.00 ±(TYP)3'-4"30'-0"161715111851617159108185191451312194-D-TFRP6187202019REFER TO SHEET C-1FOR CONTINUATION1186" HOUSEKEEPINGPAD, RE: 1/SD-S-43CS-M-3SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 3:40 PM Plot By: maj Filename: N:\WW\Drawings\WW-CC-PL-EQPT02.dwg Last Saved: 10/11/2022 3:03 PM Saved By: majFilename: N:\WW\Drawings\WW-CC-PL-EQPT02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-PL-EQPT02.dwg
MECHANICAL
CHEMICAL CONTAINMENT PIT
PLANCS-M-1KEC
MAJ
.
DWS NOTES BY SYMBOL " "1.CAST-IN-PLACE CONCRETE BASIN2.REPLACE APPROX. 25 LINEAR FEET OF INFLUENT DRAINPIPES.3.REPLACE APPROX. 30 LINEAR FEET OF INFLUENT DRAINPIPES.4.INSTALL TWO (2) VERTICAL FIBERGLASS SUMP PUMPS.5.4" TFRP TEE.6.4" TFRP BUTTERFLY VALVE.7.4" TFRP SWING CHECK VALVE.8.14" PVC TUBING (TYP FOR 2 PUMPS).9.2" FLOW SWITCH (TYP FOR 2 PUMPS).10. 2" SOLENOID VALVE (TYP FOR 2 PUMPS).11. 4" TFRP BLIND FLANGE.12. 4" x 2" TFRP REDUCING FLANGE.13. 2" TFRP BALL VALVE.14. 2" TFRP PIPE FOR CHEMICAL INJECTION.15. 4" x 1" TFRP REDUCING FLANGE.16. 1" TFRP BALL VALVE.17. 1" TFRP 90 DEG BEND DOWN FOR SAMPLE CONNECTION.18. 340/ TYPE F PIPE SUPPORT.19. 340/TYPE S PIPE SUPPORT CONSTRUCTED WITH 316STAINLESS STEEL.20.4" TFRP 45 DEG ELBOW.PLAN1/4" = 1'-0"1-2CS-M-2GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REFER TO SPECIFICATION SECTION 01 35 00 “SPECIALPROCEDURES” BEFORE BEGINNING WORK IN THIS AREA.3.PROTECT EXISTING STRUCTURES, EQUIPMENT, UTILITIES,AND PIPING DURING DEMOLITION AND CONSTRUCTION.ANY DAMAGE TO EXISTING ITEMS DURING THECONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER.4.PROVIDE SHEETING, SHORING, AND BRACING NECESSARYTO ACCOMPLISH THE WORK. PROTECTING EXISTINGSTRUCTURES, UTILITIES, AND PIPING TO REMAIN INSERVICE AND AS REQUIRED BY THE CONTRACTOR'STRENCH SAFETY PLAN.5.ALL PIPE ELEVATIONS, SIZES, AND END CONNECTIONSSHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOBEGINNING WORK IN THIS AREA.6.PROVIDE A TEMPORARY MEANS OF HANDLING FLOWFROM THE VARIOUS DRAIN LINES IMPACTED BY THESEOPERATIONS. CONTRACTOR'S TEMPORARY PUMPINGARRANGEMENT MAY INCLUDE A FIBERGLASS REINFORCEDPLASTIC (FRP) MANHOLE AND SUBMERSIBLE PUMPSYSTEM WITH TEMPORARY PIPING TO THE SLUDGE PUMPSTATION THE FLOCCULATION/SEDIMENTATION BASINS.PUMPING SYSTEM SHOULD ACCOMMODATE A FLOW OFAPPROXIMATELY 100 GPM.5NORTH
1/4"=1'-0"2'01'4'8'1CS-M-221'-6"CONNECT 6-D-PVCTO EXISTING 6-D-PVCFOOTINGRE: CS-S-32022-10-21129
*
410"
1'-0"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 3:40 PM Plot By: maj Filename: N:\WW\Drawings\WW-CC-SC-EQPT01.dwg Last Saved: 10/11/2022 3:31 PM Saved By: majFilename: N:\WW\Drawings\WW-CC-SC-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-SC-EQPT01.dwg
MECHANICAL
CHEMICAL CONTAINMENT PIT
SECTION CS-M-2KEC
MAJ
.
DWS SECTION I1/2" = 1'-0"1CS-M-1GENERAL NOTES:1.REFER TO SHEET CS-M-1 FOR ADDITIONAL NOTES.2.INTERIOR SURFACES (SLAB, INTERIOR WALLFACES TO TOP OF WALL, PUMP SUMP, ANDCOLUMNS) OF THE CHEMICAL CONTAINMENT PITSHALL BE COATED PER SECTION 09 96 36“CHEMICAL RESISTANT COATINGS”.3.REFER TO DRAWING SD-17 FOR CHEMICALRESISTANT COATING DETAILS.TOW EL 599.00TOS EL 588.50PUMP CURB1'-8"
3'-0"3'-0"GRADE EL 598.00±FL EL 594.16SUMP FLOOREL 586.124-D-TFRP4'-8"ALUMINUMHANDRAILRE: STRUCTURALFL EL 595.004-D-PVCNORMALMAXIMUMWATER SURFACEEL 594.50342TYPE DPIPEPENETRATION1'1/2"=1'-0"02'4'NOTES BY SYMBOL " "1.CAST-IN-PLACE CONCRETE BASIN.2.4" PVC TO TFRP ADAPTER/ COUPLING.3.4" TFRP 45 DEG BEND WITH A 45 DEG ROTATIONTOWARD CENTER OF BASIN, FLG x PE.4.INSTALL TWO (2) MANUAL VERTICAL FIBERGLASSSUMP PUMPS.5.4" TFRP TEE.6.4" TFRP 45 DEG ELBOW.7.4" TFRP 90 DEG ELBOW.8.4" x 2" TFRP REDUCING FLANGE.9.2" TFRP PIPE FOR CHEMICAL INJECTION.10. 2" TFRP BALL VALVE.11.4" PVC 45 DEG BEND, FLG x PE.12.6" PVC 45 DEG EBND, FLG x PE.13.2" PVC 45 DEG BEND (OBSCURED), FLG x PE.123'-0"2'-8"2'-0"PUMP PADSECTION II1/2" = 1'-0"2CS-M-1ALUMINUMHANDRAILFL EL 595.0066912136-D-PVCFROMAMMONIASCRUBBER5SD 340 TYPE SPIPE SUPPORT(TYP OF 3)810664-D-TFRP℄ EL 595.5RE: CS-S-2FOR SLOPERE: CS-S-2FOR SLOPECL EL 599.3374" MUD SLABRE: CS-S-2FOR SLOPERE: CS-S-2FOR SLOPERE: CS-S-4STRUCTURALBEAM DETAILS4" MUD SLAB7'-4"2'-0"11(OBSCURED)31EL 598.50CONCRETE PAD2022-10-21NM
II130
*
6'-10"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 3:40 PM Plot By: maj Filename: N:\WW\Drawings\WW-CC-SC-EQPT01.dwg Last Saved: 10/11/2022 3:31 PM Saved By: majFilename: N:\WW\Drawings\WW-CC-SC-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-SC-EQPT01.dwg
MECHANICAL
CHEMICAL CONTAINMENT PIT
SECTION IICS-M-3 YL
MAJ
JLN
DWS TOS EL 588.50SUMP FLOOREL 586.121'1/2"=1'-0"02'4'SECTION1/2" = 1'-0"3CS-M-18GENERAL NOTES:1.REFER TO SHEET CS-M-1 FOR ADDITIONAL NOTES.2.INTERIOR SURFACES (SLAB, INTERIOR WALLFACES TO TOP OF WALL, PUMP SUMP, ANDCOLUMNS) OF THE CHEMICAL CONTAINMENT PITSHALL BE COATED PER SECTION 09 96 36“CHEMICAL RESISTANT COATINGS”.3.REFER TO DRAWING SD-17 FOR CHEMICALRESISTANT COATING DETAILS.NOTES BY SYMBOL " "1.4" TFRP TEE.2.4" TFRP BUTTERFLY VALVE.3.4" TFRP CHECK VALVE.4.1" TFRP 90 DEG BEND TO SAMPLECONNECTION (OBSURED).5.6" HOUSEKEEPING PAD, RE: 1/SD-S-4.6.INSTALL TWO (2) MANUAL VERTICALFIBERGLASS SUMP PUMPS (TYP.2, 1 SHOWN)7.340/ TYPE F PIPE SUPPORT.8.4"x 3" TFRP REDUCERRE: CS-S-2FOR SLOPENORMALMAXIMUMWATER SURFACEEL 594.506432175GROUND EL 598.0±1RE: CS-S-4STRUCTURALBEAM DETAILS2022-10-21131
*
96'-0"25'-10"34'-11"39'-0"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/24/2024 7:56 AM Plot By: tmg Filename: N:\WW\Drawings\WW-CC-PL-EQPT01.dwg Last Saved: 1/24/2024 7:52 AM Saved By: tmgFilename: N:\WW\Drawings\WW-CC-PL-EQPT01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-CC-PL-EQPT01.dwg
MECHANICAL
CHEMICAL STORAGE CONTAINMENT
PLANCS-M-4.KEC
MAJ
.
DWS GENERAL NOTES:1.REFER TO SHEET CS-M-1 FOR ADDITIONAL NOTES.2.INTERIOR SURFACES OF THE SODIUM HYDROXIDE(CAUSTIC) CONTAINMENT AND FILL STATION SHALLBE PREPARED AND COATED PER SECTION 09 96 35“CHEMICAL RESISTANT COATINGS”.3.INTERIOR SURFACES OF THE FERRIC SULFATECONTAINMENT AND FILL STATION SHALL BEPREPARED AND COATED PER SECTION 09 96 35“CHEMICAL RESISTANT COATINGS”.4.THE INTERIOR SURFACES SHALL INCLUDE THE SLAB,INTERIOR FACES OF THE WALLS, VERTICAL FACES OFEQUIPMENT PADS, EXPOSED TOP SURFACES OFEQUIPMENT PADS, AND PIPE AND DRAIN TRENCHES.CONTRACTOR IS NOT REQUIRED TO REMOVE THEBULK STORAGE TANKS AS PART OF THIS WORK. PIPESUPPORTS SHALL BE TEMPORARILY REMOVED FROMTHE SLAB FOR SURFACE PREPARATION ANDAPPLICATION OF THE COATING.5.PIPE SUPPORTS IN GOOD CONDITION MAY BEREINSTALLED. PIPE SUPPORTS IN NEED OFREPLACEMENT SHALL BE OF THE SAME STYLE AND BECONTRUCTED OF STAINLESS STEEL (TYPE 316) WITHSTAINLESS STEEL (TYPE 316) HARDWARE.6.REFER TO DRAWING SD-17 FOR CHEMICAL RESISTANTCOATING DETAILS.7.PROVIDE CRACK REPAIR INJECTION AT THECONTAINMENT STRUCTURE PER DETAIL 4 ON SD-S-5.ACTUAL LOCATIONS AND EXTENTS OF THE REPAIRSWILL BE FIELD VERIFIED WITH THE OWNER DURINGTHE CONSTRUCTION PHASE OF THE PROJECT.8. SODIUM HYPOCHLORITE CONTAINMENT DIMENSIONS:- WALL HEIGHT: 2'-7" ABOVE CONTAINMENT SLAB.- TANK PAD: 13'-0" DIAMETER BY 8" HEIGHT.- PUMP PAD: 4'-0" x 4'-8" x 8".9. FERRIC SULFATE CONTAINMENT DIMENSIONS:- WALL HEIGHT: 2'-7" ABOVE THE CONTAINMENT SLAB.- TANK PAD: 16'-0" DIAMETER BY 8" HEIGHT.NOTES BY SYMBOL " "1.RE-COAT INTERIOR OF CAUSTIC AND FERRICSULFATE CONTAINMENT AREAS.-PLAN1/4" = 1'-0"1-11/4"=1'-0"2'1'4'8'0NORTHSODIUM HYDROXIDESODIUM HYDROXIDEFERRIC SULFATEFERRIC SULFATEHYDROFLUOROSILICICACIDFUTUREHYDROFLUOROSILICICACID3-OF-PVC2-D-PVC2-NA-PVC3-OF-PVC3-V-PVCW/ SCREEN(TYP 5)3-OF-PVC3-OF-PVC2-D-PVC4-D-PVC2-FS-PVC2-W2-PVC3" FLOW METER3-W2-PVC3-NA-PVCCONTAINMENTSTAIRS (TYP 3)4-D-PVC1-W1-PVC4-D-PVC4-D-PVDFSAFETY SHOWER/EYEWASH STATION(TYP 6)2-HFS-PVDF3-OF-PVDF2-D-PVC3-HFS-PVDF3-FS-PVCTO CHEMICALCONTAINMENT PIT14-D-PVCREFER TO SHEET C-7 FORCONTINUATION4-D-PVCREFER TO SHEET C-7 FORCONTINUATION1 CSP NO. 2 8141-2 BID PACKAGE JLN 1/19/24 12024/01/24132
*
4'-4 1/2"8"6'-0"25'-10"8"24'-6"3'-0"8"35'-0"8"39'-0"8" 19'-6" 8"
12"
96'-0"8"8"8"2'-6" 6'-6" 5'-0" 10'-0"25'-10"4'-8"4'-0"4'-3"
EX CHEMICAL PIPE CHASE
EX GULLET PUMP
PAD
SLOPE
SLOPESLOPESLOPESLOPE
EX SIDE WALK
EX FIBERGLASS
PLATES
(TYPICAL)
SLOPE
(TYPICAL)
SLOPE (TYP)
SLOPE
DEPTH
VARIES
2" TO 6"
EX FIBERGLASS
PLATE (TYP.)
FUTURE
TO CHEMICALPITEX
EXISTING CHEMICAL
CONTAINMENT AREA
11
11
1
2 TYP
1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO
BEGINNING WORK.
2. CONTRACTOR COORDINATE STRUCTURAL REPAIRS WITH THE
SEQUENCING REQUIREMENTS LISTED IN SPECIFICATION 01 35 00.
3. SEE BID TAB FOR ANTICIPATED REPAIR QUANTITIES. ACTUAL
LOCATIONS AND EXTENTS OF REPAIRS WILL BE FIELD-VERIFIED BY
THE CONTRACTOR AND COORDINATED W/ THE ENGINEER IN THE
FIELD DURING THE CONSTRUCTION PHASE OF THE PROJECT.
4. SODIUM HYDROXIDE CONTAINMENT DIMENSIONS (SEE NOTE 1):
- WALL HEIGHT: 2’-7” ABOVE THE CONTAINMENT SLAB.
-TANK PAD: 13’-0” DIAMETER X 0-8” HEIGHT.
-PUMP PAD: 4’-0” X 4’-8” X 0’-8”.
5. FERRIC SULFATE CONTAINMENT DIMENSIONS (SEE NOTE 1):
-WALL HEIGHT: 2’-7” ABOVE THE CONTAINMENT SLAB.
-TANK PAD: 16’-0” DIAMETER X 0-8” HEIGHT.
6. HYDROFLUOSILICIC ACID CONTAINMENT DIMENSIONS (SEE NOTE 1):
- WALL HEIGHT: 2’-7” ABOVE THE CONTAINMENT SLAB.
-TANK PAD: 13’-0” DIAMETER X 0-8” HEIGHT.”
PLAN NOTES:
1. WALL CRACK INJECTION PER 4/SD-S-5. SEE PLAN
NOTE 3 AND BID FORM FOR QUANTITIES AND
ADD'L INFO.
2. SLAB CRACK INJECTION PER 4/SD-S-5. SEE PLAN
NOTE 3 AND BID FORM FOR QUANTITIES AND
ADD'L INFO.
NOTES BY SYMBOL
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
1/24/2024 11:54:51 AM
BID SUBMITTAL PLAN AND DETAILSCS-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALCHEMICAL STORAGE CONTAINMENT1/4" = 1'-0"
1 CHEMICAL STORAGE CONTAINMENT PLANSNORTH
NO.ISSUEBYDATE1CSP NO. 2 814-2 BID PACKAGEJG01/19/241
133
*
2
CS-S-4
1
CS-S-4
2' - 0"1' - 0" 25' - 0" 1' - 0"2' - 0"
2' - 0"1' - 0"25' - 0"1' - 0"2' - 0"
12" THK CONC WALL
18" THK MIN CONC
SLAB - REINF W/ #7 @
10" OC T&B, EW
TOC 588' - 6"
TOC 588' - 1 1/2"TOC 588' - 1 1/2"
TOC 588' - 6"31' - 0"31' - 0"6' - 10"8' - 10" 7' - 4"
2
CS-S-5 TOC 586' - 1 1/2"
@ SUMP
TOC 588' - 6"TOC 588' - 6"
SUMP PIT
DTL
COLUMN BASE3
CS-S-5
18X18 CONC COL
(1 OF 2)SLOPEEXCAVATION PROTECTION/ SHORING AS REQUIRED
BY CONTRACTOR. EXISTING SCRUBBER AND
STORAGE BUILDING FOUNDATIONS ARE NOT TO BE
DISTURBED OR UNDERMINED DURING NEW
CONTAINMENT STRUCTURE CONSTRUCTION.
CHLORINE AND AMMONIA
STORAGE BUILDING
CHLORINE AND AMMONIA
SCRUBBER
5' - 6"
13' - 6" 13' - 6"13' - 6" 13' - 6"
5' - 6"
PLAN NOTES:
1. COORDINATE W/ CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR LOCATIONS OF EQUIPMENT, FLOOR AND WALL PENETRATIONS,
SLOPES, OR EMBEDDED ITEMS NOT SHOWN.
2. TYPICAL ADDITIONAL REINFORCING BARS FOR OPENINGS AND
CORNERS IN THIS SHEET ARE NOT SHOWN FOR CLARITY - REFER TO
TYP DTLS FOR ADDITIONAL REINFORCING REQUIREMENTS.
3. REFER TO GENERAL NOTES FOR FOUNDATION PAD PREPARATION
REQUIREMENTS.
4. COORDINATE EQUIPMENT SUPPORT PADS AND HOUSEKEEPING PADS
WITH EQUIPMENT MANUFACTURER.
5. TOP OF STRUCTURAL CONCRETE ELEVATION - FINISH FLOOR, UNO.
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/18/22
9/22/2023 6:03:36 PM
BID SUBMITTAL FOUNDATION PLANCS-S-2LAS/JAFJGJGMKK<File Name = Org.Description>CHEMICAL CONTAINMENT BASINSTRUCTURAL1/4" = 1'-0"
1 PLAN AT EL. 588'-6"NORTHNO.ISSUEBYDATE134
*
SS2
CS-S-4
1
CS-S-4
1' - 0"25' - 0"1' - 0"1' - 0"25' - 0"1' - 0"12" THK CONC WALL
10" CONC SLAB - REINF
W/ #5 @ 10" OC T&B EW6' - 10"1' - 0"27' - 0"27' - 0"
TOC 598' - 0"
TOC 599' - 0"- TYP UNO
18X30 TAPERED CONC
BEAMS
1' - 11"1' - 10"
2' - 10"
1' - 10" 1' - 11"1' - 9" 3' - 1"
PUMP PENETRATION - SEE MECH'L
SD-S-2
EQUIP PAD1
4
CS-S-4
1"6' - 0"6' - 0"10' - 6"3
CS-S-4
SD-S-8 TYP
AL RAILING5
1' - 6"1' - 6"1' - 6"
SD-S-4 TYPE 'A' -TYP
PUMP PAD1
4
CS-S-4
CONC COLUMN
BELOW
CONC COLUMN
BELOW
EXCAVATION PROTECTION/ SHORING AS REQUIRED
BY CONTRACTOR. EXISTING SCRUBBER AND
STORAGE BUILDING FOUNDATIONS ARE NOT TO BE
DISTURBED OR UNDERMINED DURING NEW
CONTAINMENT STRUCTURE CONSTRUCTION.
CHLORINE AND AMMONIA
STORAGE BUILDING
CHLORINE AND AMMONIA
SCRUBBER
PLAN NOTES:
1. COORDINATE W/ CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR LOCATIONS OF EQUIPMENT, FLOOR AND WALL PENETRATIONS,
SLOPES, OR EMBEDDED ITEMS NOT SHOWN.
2. TYPICAL ADDITIONAL REINFORCING BARS FOR OPENINGS AND
CORNERS IN THIS SHEET ARE NOT SHOWN FOR CLARITY - REFER TO
TYP DTLS FOR ADDITIONAL REINFORCING REQUIREMENTS.
3. REFER TO GENERAL NOTES FOR FOUNDATION PAD PREPARATION
REQUIREMENTS.
4. COORDINATE EQUIPMENT SUPPORT PADS AND HOUSEKEEPING PADS
WITH EQUIPMENT MANUFACTURER.
5. TOP OF STRUCTURAL CONCRETE ELEVATION - FINISH FLOOR, UNO.
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/18/22
9/22/2023 6:03:36 PM
BID SUBMITTAL PUMP STATION PLANSCS-S-3LAS/JAFJGJGMKK<File Name = Org.Description>CHEMICAL CONTAINMENT BASINSTRUCTURAL1/4" = 1'-0"
1 PLAN AT EL 599'-0"NORTHNO.ISSUEBYDATE135
*
12" THK CONC WALL
18" MIN THK CONC SLAB10' - 6"TOC 599' - 0"
1" EJ MATERIAL
SD-S-2
EQUIP PAD1
#7 @ 9" OC VERT
#9 @ 9" OC HORIZ
4
CS-S-4
SD-S-8 TYP
AL RAILING5
PROTECTIVE COATING PER
SPEC 09 96 35 - TYP
4" MUD SLAB
'U' BAR TO MATCH
VERT REINF SIZE AND
SPACING - TYP
NEW PUMPS - SEE
MECH'L
18"x18"
CONC COLS
SUMP BEYOND
DTL
COLUMN BASE3
CS-S-5
TYP
TO COL DTL4
CS-S-5
SD-S-6 TYP
CJ2WATERSTOP - TYP
BACKFILL PER
4/SD-S-10 (TYP)
TOC 599' - 0"
12" THK CONC
WALL
18" MIN THK CONC
SLAB
10" CONC SLAB -
SEE PLAN
CS-S-5
1
#7 @ 9" OC VERT
#9 @ 9" OC HORIZ
SLOPE - SEE PLAN
SUMP
12"x30" IN-WALL BEAM
- SEE 4/CS-S-4
TOC 598' - 0"1' - 6"1' - 0"2' - 6"BEAM
TAPERED CONC4
CS-S-4
SD-S-8 TYP
AL RAILING5
PROTECTIVE COATING PER
SPEC 09 96 35 - TYP
4" MUD SLAB
'U' BAR TO MATCH
VERT REINF SIZE AND
SPACING - TYP
TOC 588' - 6"
NEW PUMP - SEE
MECH'L
CONC COL BEYOND
EDGE OF CONC
BEYOND
TYP
TO COL DTL4
CS-S-5
SD-S-6 TYP
CJ2
BACKFILL PER
4/SD-S-10 (TYP)
1
CS-S-4
TAPERED CONC BEAM
- REINF W/ 3 - #6 T&B W/
#4 STIRR @ 10" OC 1' - 6"2' - 6" 1' - 0"
TOC 598' - 0"
TOC 599' - 0"
12x30 IN-WALL BEAM
REINF W/ 3 - #6 T&B & 1-#6 EA
FA, W/ #4 STIRR @ 8" OC -
EXTEND BEAM REINF &
STIRR 2'-6" PAST CANTILEVERED
PLATFORM @ EA END
SD-S-8
5AL HANDRAIL
1' - 0"6' - 10"
VERTICAL WALL REINF CONT
THRU IN-WALL BEAM.
SEE FOR IN-WALL
COL @ TAPERED BMS
1' - 6"
18"x18" CONC BEAM
- REINF W/ 3 - #6 T&B W/
#3 STIRR @ 10" OC
5
CS-S-4
/5 CS-S-4
'U' BAR TO MATCH VERT REINF
SIZE AND SPACING
18"x18" CONC COL
TYP
TO COL DTL4
CS-S-5
TOC 598' - 0"
SD-S-8
5AL HANDRAIL
10"REINF - SEE PLAN
SD-S-4
1
TYPE 'A' (TYP)
PUMP PAD
SEE NOTE 14"1' - 6" 7' - 4" 1' - 6"TAPERED CONC
BM - SEE 4/CS-S-3VARIES PUMP PIPE
PENETRATION - COORD
W/ PUMP MFR
NEW PUMPS - SEE
MECH'L
NOTE:
COORD CONC PAD
SIZES,DIMENSIONS, AND
LOCATIONS W/ MECH'L &
W/ PUMP MFR
(SEE NOTE 1)2' - 0"TYP WALLREINFTYP WALLREINFIN-WALL COL CENTERED
@ TAPERED BM - REINF
W/ 8-#8 VERT & #4 TIES
@ 10" OC. PROVIDE 180
DEGREE HOOK @ VERT
BARS @ TOP OF WALL
9" 9"CLBM4
CS-S-4
WALL REINF -
SEE /2 CS-S-4
1' - 0"
TAPERED BM - SEE
PLAN (REINF NOT
SHOWN FOR CLARITY)
HORIZ WALL REINF
CONTINUOUS THRU
IN-WALL COLUMN
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/18/22
9/22/2023 6:03:37 PM
BID SUBMITTAL SECTIONS AND DETAILSCS-S-4LAS/JAFJGJGMKK<File Name = Org.Description>CHEMICAL CONTAINMENT BASINSTRUCTURAL3/8" = 1'-0"CS-S-2
1 SECTION
3/8" = 1'-0"CS-S-2
2 SECTION
3/4" = 1'-0"CS-S-3
4 SECTION
3/4" = 1'-0"CS-S-3
3 SECTION
3/4" = 1'-0"CS-S-4
5 IN-WALL COL @ TAPERED BM
NO.ISSUEBYDATE136
*
9' - 10"
3' - 0"8' - 4"2' - 0"1' - 6"SLOPE - SEE PLAN
TOC 588' - 6"
SLAB REINF
- SEE PLAN
#7 @ 10" OC
#7 @ 10" OC EW
12" CONC WALL
WATERSTOP
-TYPSD-S-6
2
TOC 588' - 1 1/2"2' - 6"3'-0"3'-0"
#7 @ 10"
OC W/ 5 - #7 CONT2'-6"2'-6"PROTECTIVE COATING PER
SPEC 09 96 35 - TYP
4" MUD SLAB
6' - 10"CONC COLUMN BEYOND
EDGE OF SLAB
BEYOND
1' - 6"
DTL -TYP
COLUMN BASE3
CS-S-5
2' - 0"1' - 6"TOC 588' - 1 1/2"
SLOPE - SEE PLAN
SLAB REINF
- SEE PLAN
SLOPE - SEE PLAN
TOC 588' - 1 1/2"7' - 4"
#7 @ 10" OC EW
4" MUDSLAB
SCHED DEPTH- SEE 6/SD-S-4LAP SPLICE5"COLUMN DOWELS
TO MATCH COLUNM
REINFORCING
COLUMN TIES AT
SCHEDULED SPACING
MAT SLAB REINF
- SEE PLAN
STANDARD HOOK
- TYP
COLUMN TIES AT
18" OC MAX (3 MIN)
BUILDING SUBGRADE
- SEE GEN NOTES3"SUMP
REINF:
8 - #8 VERT W/
#3 TIES @ 8" OC
AS SHOWN
SQUARE COLUMN
SECTION
1' - 6"1' - 6"STANDARD
HOOK -
TYP.
BOTTOM OF
DEEPEST
MEMBER OF
FLOOR
CONSTRUCTION
COLUMN REINF - SEE
FIRST SET OF TIES SHALL
NOT BE MORE THAN 1"
BELOW BOTTOM OF
SHALLOWEST MEMBER
OF FLOOR
CONSTRUCTION
5" CLR.3"3 TIES @ 3" O.C./3 CS-S-5
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/18/22
9/22/2023 6:03:37 PM
BID SUBMITTAL SECTIONS AND DETAILSCS-S-5LAS/JAFJGJGMKK<File Name = Org.Description>CHEMICAL CONTAINMENT BASINSTRUCTURAL3/4" = 1'-0"CS-S-4
1 SUMP SECTION
3/4" = 1'-0"CS-S-2
2 SECTION
#7 @ 10" OC
2'-0"2'-0"
3/4" = 1'-0"
3 COLUMN AT MAT SLAB TYPICAL DETAIL
3/4" = 1'-0"
4 TYPICAL COLUMN TERMINATION DETAIL
NO.ISSUEBYDATE137
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:46 PM Plot By: maj Filename: N:\WW\Drawings\WW-GST-DT-TANK01.dwg Last Saved: 10/11/2022 12:46 PM Saved By: majFilename: N:\WW\Drawings\WW-GST-DT-TANK01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-GST-DT-TANK01.dwg
STRUCTURAL
GROUND STORAGE TANK
IMPROVEMENTS IMAGESPS-S-1KEC
MAJ
.
DWSDAMAGED BRICK VENEER - IMAGE 1NTS1-DAMAGED BRICK VENEER - IMAGE 2NTS2-DAMAGED BRICK VENEER - IMAGE 3NTS3-GENERAL NOTES:1.REFER TO SHEET G-3 FOR ADDITIONAL NOTES.2.REPAIR UP TO 500 SF OF BRICK VENEER ALONG TOP OF GROUNDSTORAGE TANK.3.REPAIR AND REPLACE EXISTING BRICK VENEER TO THE EXTENTSSHOWN. PROVIDE NEW OWNER-APPROVED BRICK VENEER TOMATCH EXISTING BRICK VENEER IN COLOR AND SIZE (EXISTINGBRICK MAY BE RE-USED AT CONTRACTOR'S OPTION, WITHOWNER APPROVAL). MORTAR TO MATCH EXISTING COLOR.PROVIDE NEW 316SS CORRUGATED BUCK ANCHOR BRICK TIESBACK TO CONCRETE STRUCTURE.20'-0"PORTION OF EXISTINGBRICK VENEER TO BEREMOVED ANDREPLACED. SEE NOTE 3.NEW MASONRYEXPANSION JOINTW/ COMPRESSIBLEJOINT MATERIAL.NEW MASONRYEXPANSION JOINTW/ COMPRESSIBLEJOINT MATERIAL.PORTION OF EXISTINGBRICK VENEER TO BEREMOVED ANDREPLACED. SEE 1/ PS-S-1EXISTING FLASHINGTO BE REMOVEDAND REPLACEDEXISTING SUPPORTANGLE TO REMAINNEW MASONRYEXPANSION JOINTW/ COMPRESSIBLEJOINT MATERIALPORTION OF EXISTINGBRICK VENEER TO BEREMOVED ANDREPLACED. SEE 1/ PS-S-1EXISTING FLASHINGTO BE REMOVEDAND REPLACEDEXISTING SUPPORTANGLE TO REMAIN2022-10-21138
*
FUTURE
"SWG2"
SECTION
FUTURE
"SWG2"
SECTION
2
PSE-S-3
1
PSE-S-31' - 0"15' - 6 1/2"15' - 5"15' - 6 1/2"1' - 0"CONC PRECAST
PANEL
- SEE ARCH
CONC BEAM
- TYP
12" THK CONC SLAB
REINF W/ # 6 @ 10" OC T&B
IN SPAN DIR, AND #4 @10"
OC IN ORTHOGONAL DIR
TOC 100' - 0"
9' - 0" 3' - 0" 9' - 0"
3
PSE-S-3
6
PSE-S-3
4
PSE-S-3
SD-S-02
1
TYP
EQUIPMENT
PAD
SD-S-4 TYPE 'B' (TYP)
HOUSEKEEPING
PAD1
PANEL JNT - SEE
ARCH'L (TYP)
AIR HANDLER
UNIT - SEE HVAC
DUCT PENETRATION AND
LOUVER OPENING IN
WALL PANEL - COORD W/
HVAC AND ARCHL
48' - 6"15' - 9"15' - 9"
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
P1, 580'-6"
2/SD-S-1
EXISTING HSPS
5
PSE-S-3
1' - 0"
14' - 9"14' - 9"
1' - 0"
PSE-S-4 4
FUTURE VFD
EXPANSION
584' -0" 14' - 3"2. COORDINATE WITH CIVIL, MECHANICAL, ELECTRICAL,HVAC, AND ARCHITECTURAL
DRAWINGS FOR LOCATIONS OF EQUIPMENT, FLOOR AND WALL PENETRATIONS,
SLOPES, OR EMBEDDED ITEMS NOT SHOWN.
3. TYPICAL ADDITIONAL REINFORCING BARS FOR OPENINGS AND CORNERS IN THIS
SHEET ARE NOT SHOWN FOR CLARITY, REFER TO TYPICAL DETAILS ADDITIONAL
REINFORCING REQUIREMENTS.
4. REFER TO GENERAL NOTES FOR FOUNDATION PAD PREPARATION REQUIREMENTS.
5. COORDINATE EQUIPMENT SUPPORT PAD AND HOUSEKEEPING PAD DIMENSIONS
AND ELEVATIONS WITH EQUIPMENT MANUFACTURER.
PLAN NOTES
1. DRILLED PIERS ARE NOTED ON PLAN:
SEE SHEET FOR DRILLED PIER SCHEDULE
DRILLED PIER MARK, TO PIER EL
TO PIER DETAIL
SD-S-1
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:55:31 PM
BID SUBMITTAL FOUNDATION PLANPSE-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCURALHIGH SERVICE PUMP STATION VFD BUILDING1/4" = 1'-0"
1 FOUNDATION PLAN
NORTH NO.ISSUEBYDATE139
*
2
PSE-S-3
1
PSE-S-39"47' - 0"9"9"30' - 0"9"
PRECAST WALL
- SEE ARCH TYP
ROOF RIDGE
STL JOIST
- TYP
48' - 6"31' - 6"
TOS 118' - 0"TOS 118' - 0"
TOS 118' - 0"TOS 118' - 0"
TOS 121' - 1 1/4"TOS 121' - 1 1/4"
@ RIDGE
SLOPESLOPE47' - 0"PSE-S-4 4
FUTURE VFD
EXPANSION
W18X40
18K418K418K418K418K418K418K418K418K418K418K418K45
PSE-S-4
BRIDGING BY JOIST
MFR - TYP
4' - 0 3/4" 4' - 4 1/2" 4' - 4 1/2" 4' - 4 1/2" 4' - 4 1/2" 4' - 4 1/2" 4' - 0 3/4"
602' -0"
605' -1 1/4"
602' -0"
ELEC CABLETRAY HANGING FROM BOTTOM
CHORD OF JOIST - COORD W/ ELEC. REINF JOIST
PER /6 PSE-S-4
PLAN NOTES
1. TOP OF STEEL ELEVATION = TOP OF BEAM, JOIST, OR MEMBER
SUPPORTING ROOF DECK= BOTTOM OF ROOF DECK.
2. ALL STRUCTURAL STEEL INTERIOR OF BUILDING SHALL BE PRIMED
AND PAINTED. ALL STRUCTURAL STEEL EXTERIOR OF BUILDING
SHALL BE GALVANIZED.
3. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND ARCHITECTURAL
DRAWINGS FOR LOCATION AND DIMENSIONS OF ROOF
PENETRATIONS NOT DIMENSIONED ON PLAN. CONTRACTOR TO
COORDINATE.
4. DESIGN LOADS FOR OPEN WEB STEEL JOISTS:
A. DEAD LOAD (WT OF JOIST AND DECK)
B. SUPERIMPOSED DEAD LOAD = 40 PSF
C. LIVE LOAD = 20 PSF
D. WIND LOADS = SEE SHEET G-S-1
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:16 PM
BID SUBMITTAL ROOF PLANPSE-S-2LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALHIGH SERVICE PUMP STATION VFD BUILDING1/4" = 1'-0"
1 ROOF PLAN
NORTH
NO.ISSUEBYDATE140
*
TOC 100' - 0"
PRECAST WALL
- SEE ARCH TYP
STL JOIST
- TYP
12" THK CONC
SLAB
CONC BEAM
SD-S-4 TYPE 'B' (TYP)
HOUSEKEEPING
PAD1
PSE-S-3
3TYP EXT
PSE-S-3
3TYP INT
SD-S-01
SLAB ON VOID7
SD-S-1
5
PSE-S-4
3
HVAC DUCT
PSE-S-4
2
FUTURE VFD
EXPANSION
584' -0"
PRECAST WALL
- SEE ARCH (TYP)
STL JOIST - SEE
PLAN (TYP)
12" THK CONC
SLAB
CONC BEAM
- TYP
TOC 118' - 0"
TOC 100' - 0"
VOID FORMS
SD-S-4 TYPE 'B' (TYP)
HOUSEKEEPING
PAD1
DUCT PENETRATION AND
LOUVER OPENING IN
WALL PANEL - COORD W/
HVAC AND ARCHL
PSE-S-3
3 TYP
PSE-S-4
1
PSE-S-4
1
STL BM - SEE PLAN
PSE-S-4
5
584' -0"
602' -0"
OH DOOR - SEE ARCH'L
JNT MATERIAL
1" CLR, W/
COMPRESSIBLE
EQUIPMENT PAD -
SEE 1/SD-S-02
REINF
(4)-#7 TOP & BOT
W/ #3 STIRRUPS,
1@2, R@10" OC
CONT CONC KEY
GROUT/SHIM
PANEL AS
REQUIRED
INSULATED PRECAST
CONCRETE PANEL -
SEE ARCH'L
CONC PANEL CONNX
BY PRECAST MFR
#4
@ 16" OC2'-0"2'-0"
SLAB REINF -
SEE PLAN
CONC PIER
- SEE SCHEDULE
BACKER ROD AND
SEALANT - SEE ARCH
SD-S-1
SLAB ON VOID7
SD-S-1 TYP
TO PIER DTL2
2"2"5"2' - 6"1' - 0"TOC 100' - 0"584' -0"
SEE 3/PSE-S-3
FOR ADD'L INFO
PAVING - SEE CIVIL
3/4" EXP JOINT
MATERIAL #4
@ 16" OC2'-0"2'-0"
SLAB REINF -
SEE PLAN
SD-S-1
5
DOWEL
GREASED 2
SD-S-2
2' - 6"1' - 0"TOC 100' - 0"584' -0"
CONC PIER
- SEE SCHEDULE
#4 @ 16" OC -
ALTERNATE DIR OF HOOK
EVERY OTHER BAR2'-0"2'-0"SLAB REINF -
SEE PLAN
SD-S-1 VOID
SLAB ON7
SD-S-1 TYP
TO PIER DTL2
SD-S-4 TYPE 'B' (TYP)
HOUSEKEEPING
PAD1
REINF
(4)-#7 TOP & BOT
W/ #3 STIRRUPS,
1@2, R@10" OC 1' - 0"2' - 6"TOC 100' - 0"584' -0"
L3 1/2x3 1/2x1/4 CONT
W/ 1/2" DIA x 5" HSA @
18" OC (HD GALV)
3/4" EXP JOINT
MATERIAL
SEE 3/PSE-S-3
FOR ADD'L
INFO 1/2"SEE PLAN FOR
REINF
L1 1/2x1 1/2x1/4 CONT
W/ 1/2" DIA x 4" HSA @
8" OC (HD GALV)
OVERHEAD DOOR -
SEE ARCH'L DWGS
TOC 100' - 0"2' - 6"1' - 0"2-12
SLOPE
1/4"/FT
DOWEL
GREASED 2
SD-S-2
PAVING - SEE CIVIL
584' -0"
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:16 PM
BID SUBMITTAL SECTIONSPSE-S-3LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALHIGH SERVICE PUMP STATION VFD BUILDING1/4" = 1'-0"PSE-S-1
1 SECTION
1/4" = 1'-0"PSE-S-1
2 SECTION
1" = 1'-0"PSE-S-1
3 TYP GRADE BEAM DTL
1" = 1'-0"PSE-S-1
4 TYP GRADE BEAM DTL @ DOOR
1" = 1'-0"PSE-S-1
6 TYP INTERIOR GRADE BEAM DTL
1" = 1'-0"PSE-S-1
5 TYP GRADE BEAM DTL @ DOOR NO.ISSUEBYDATE141
*
PL 3/8"x8"x0'-8" W/
4-1/2"Ø x 0'-6" HSA
@ 6" OC EW AT EACH
LINE OF STANDARD
BRIDGING AND AT
4'-0" MAX SPACING
BETWEEN BRIDGING
HORIZONTAL
BRIDGING AS
REQ'D BY JOIST
SUPPLIER -
TYP
PL 3/8"x5"x0'-5" WITH
2-1/2"Ø x 0'-4"
HSA. @ 3" OC AT
EACH ROW OF BRIDGING
PL 1/4"x3"x0'-3" TYP
L3x3x1/4
CONTINUOUS
TOS EL -
SEE PLAN 4"3/16
.TYP
3/16.3
3/4" CHAMFER -
TYP
INSULATED
PRECAST
CONCRETE PANEL -
SEE ARCH'L.
NOTCH/OMIT
INSULATION AS
REQ'D @ EMBED
LOCATIONS 2 "
5-#4 x2'-6"
(3 HORIZONTAL,
2 VERTICAL)
PL 1/2"x12"x1'-3" W/
6-1/2"Ø x 0'-6" HSA
AT 8" OC HORIZ &
6" OC VERT
L4x4x3/8 x 0'-8" W/ 3/8"
STIFFENER PL - ROTATE
ANGLE AS REQ'D TO
MATCH DECK SLOPE
BENT PL 3x3x1/4 CONTINUOUS
1 1/2" CLEAR
1" MAX
5-#4 x2'-6"
(3 HORIZONTAL,
2 VERTICAL)
1/4
.
.
3/16 3
.
1/8 1 1/2
8 1/2" 6 1/2" 2 "
TYP.
3/16
.TYP. EA. JOIST
3/4" CHAMFER -
TYP
INSULATED PRECAST
CONCRETE PANEL -
SEE ARCH'L AND
COORD W/ ARCH'L
SPECS. NOTCH/OMIT
INSULATION AS REQ'D
@ EMBED LOCATIONS
NOTE: DESIGN WALL
PANEL FOR THE
FOLLOWING LOADS
FROM THE JOISTS:
DL= 2.10 KIPS
LL= 1.0 KIPS
WL= 1.0 KIPS (UPLIFT)
TO PANEL EL -
SEE ARCH'L
STL ROOF JOIST
- SEE PLAN 1"1 1/2" CLEAR
3/4" CHAMFER -
TYP
INSULATED PRECAST
CONCRETE PANEL -
SEE ARCH'L AND
COORD W/ ARCH'L
SPECS. NOTCH/OMIT
INSULATION AS REQ'D
@ EMBED LOCATIONS
NOTE:
DESIGN WALL PANEL FOR
THE FOLLOWING GIRDER
LOADS (INCLUDES FUTURE
EXPANSION):
DL= 20 KIPS
LL= 15 KIPS
WL= 15 KIPS (UPLIFT)
ROOF FRAMING
@ FUTURE VFD
EXPANSION
POST-INSTALLED
JOIST OR WF
BEARING ANGLE @
FUTURE EXPANSION.
STAGGER FUTURE
ANCHORAGE AS
REQ'D TO MISS CIP
EMBEDS
RIDGE BM - SEE PLAN
NOTE - SEE FOR
ADD'L INFORMATION
2/PSE-S-4
EMBED PL
3/4"x12" x 2'-0" W/
8 - 3/4" DIA STUDS AS
SHOWN (8" GAGE)
TOS EL -
SEE PLAN
NOTE 1
ERECTION SEAT
AS REQD
ROOF DECK - SEE PLAN
L3x3x1/4 CONT - WELD TO
EMBED PER 1/PSE-S-4 1" 6" 2" 6" 6" 6" 4" 2'-0"ADD'L #4 x 4'-0" @
6" OC BEHIND PL,
EA DIR, CENTERED
ON PL
ADD'L #4 x 4'-0" @
6" OC BEHIND PL,
EA DIR, CENTERED
ON PL
NOTES:
1. DOUBLE ANGLE CONNECTION
SHALL BE DESIGNED BY THE
CONTRACTOR IN ACCORDANCE
WITH
2. HEADED STUDS SHALL BE 3/4"
DIA x 0'-6"
1/SD-S-8
1
PSE-S-3
3
PSE-S-3
PANEL JNT - SEE
ARCH'L
16' - 2"16' - 2"16' - 2"
NEW DOOR -
SEE ARCH'L
2' - 3" 11' - 8" 2' - 3"15' - 0"2' - 3" 11' - 8" 2' - 3"2' - 3" 11' - 8" 2' - 3"15' - 0"15' - 0"KNOCK-OUT PANEL FOR FUTURE BUILDING
EXPANSION - PRECAST WALL MFR TO
DESIGN WALL PANELS TO ACCOMODATE
FUTURE PANEL OPENINGS. PROVIDE
REVEALS @ EDGES OF KNOCK-OUT PANEL
(COORD W/ ARCH'L)
TOC 118' - 0"602' -0"
TOC 100' - 0"584' -0"
3 1/2"0.5:12
6:12
4.5:12
5:12
5.5:12
2.5:12
3:12
4:12
3.5:12
1:12
2:12
1.5:12
5"
5 1/2"
5 1/2"
5"
4 1/2"
4"
4"
4"
ROOF SLOPE DIM. "A"
3 1/2"0.375:12
JOIST UPLIFT
BRIDGING AS
REQ'D. BY JOIST
SUPPLIER
STL. ROOF DECK -
SEE STRUCT'L.
NOTES
STL. BEAM -
SEE PLAN STL. JOIST -
SEE PLAN
BENT PL 1/4"x 3" 3"
CONT.
T.O.S. EL. -
SEE PLAN
3 1/2"
4 1/2"
4 1/2"
3/16 TYP.TYP.1/8 2 1/2
"A"L2x2x3/16 EA. SIDE
OF JOIST - TYP.
NOTES:
1. THIS DETAIL APPLIES WHEREVER A CONCENTRATED LOAD GREATER THAN
100 POUNDS OCCURS MORE THAN 4" AWAY FROM A JOIST TOP OR BOTTOM
CHORD PANEL POINT. MAXIMUM LOAD TO BE APPLIED WITHOUT
CONSULTATION WITH ENGINEER IS 250 POUNDS. DO NOT PLACE
CONCENTRATED LOADS CLOSER THAN 4'-0" O.C.
2. ALL HANGERS OR ATTACHMENTS TO JOISTS SHALL BE PLACED CONCENTRIC
WITH THE TOP AND BOTTOM CHORD(S) AND SHALL NOT ATTACH TO ONLY
ONE ANGLE OF CHORD.
3/16. TYP.
LOCATION OF
CONCENTRATED
LOAD
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:17 PM
BID SUBMITTAL SECTIONS AND DETAILSPSE-S-4LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALHIGH SERVICE PUMP STATION VFD BUILDING3/4" = 1'-0"PSE-S-3
1 TYPICAL BRIDGING ANCHOR DETAIL @ PRECAST
3/4" = 1'-0"PSE-S-3
2 TYP JOIST SEAT DETAIL @ PRECAST WALL PANEL
3/4" = 1'-0"PSE-S-3
3 TYP STEEL BM SEAT DETAIL @ PRECAST WALL PANEL
1/4" = 1'-0"PSE-S-1
4 WEST WALL ELEVATION
NO SCALEPSE-S-2
5
TYPICAL KCS OR K SERIES STEEL
JOIST BEARING ON RIDGE BEAM DETAIL
NO.ISSUEBYDATE3/4" = 1'-0"
6 TYPICAL JOIST CHORD REINFORCEMENT
142
*
1
1A4.1
1
A4.1 127
PLAN GRAPHICS
LINEWORK
ACCESSIBILITY
REFERENCE SYMBOLS
MILLWORK KEY
(REFER TO A4.XX SHEETS)
PARTITION TYPE MARK
NOTE BY SYMBOL
DOOR DESIGNATION
ELEVATION REFERENCE
ACCESSORY KEY
SHEET ON WHICH
DETAIL IS DRAWN
NORTH ARROW
DASHED LINES INDICATE CLEAR SPACE
REQUIREMENTS TO SATISFY TAS. NOT ALL
CLEARANCE REQUIREMENTS ARE SHOWN ON
PLANS.REVISION NUMBER
DETAIL NUMBER
A1
NEW CONSTRUCTION
AWINDOW TYPE MARK
FIRE EXTINGUISHER
CABINET
5' - 0"TYP.
1' - 6"5' - 0"FIRE EXTINGUISHER
SIGNAGE
SHEET ON WHICH
DETAIL IS DRAWN
DETAIL NUMBER
A2.1
SHEET ON WHICH
DETAIL IS REFERENCED
*DOUBLE DASH INDICATES SAME SHEET
NORTH
ABC
FEC
FE
101A
E.3
1
A4.1
DEMOLITION
1
1
SCHEDULE OF TYPICAL ARCHITECTURAL ABBREVIATIONS
(NOT ALL ABBREVIATIONS MAY BE USED)
M
MAINT MAINTENANCE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MO MASONRY OPENING
MTL METAL
N
NO NUMBER
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
P
PART PARTITION
PLAM PLASTIC LAMINATE
PR PAIR
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R
RD ROOF DRAIN
RE REFER TO
REF REFERENCE
REINF REINFORCING (REINFORCED)
REQ'D REQUIRED
RM ROOM
RO ROUGH OPENING
S
SCHED SCHEDULE, SCHEDULED
SECT SECTION
SF SQUARE FEET
SHT SHEET
A
ACOUST ACOUSTICAL
ADA AMERICAN DISABILITIES
ACT ACOUSTICAL CEILING TILE
ADJ ADJACENT OR ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATELY
ARCH ARCHITECT(URAL)
B
BLDG BUILDING
BLKG BLOCKING
BIT BITUMEN
BLK BLOCK
BTWN BETWEEN
C
CG CORNER GUARD
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
COMP COMPOSITION
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CTR CENTER
D
DBL DOUBLE
DIA DIAMETER
DIAG DIAGONAL
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DTL DETAIL
E
EA EACH
E.J.EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATOR/ELEVATION
EMERG EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXT EXTERIOR
F
FDC FIRE DEPT. CONNECTION
FD FLOOR DRAIN
FF FINISH FLOOR
FL/FLR FLOOR
FT FEET OR FOOT
G
GALV GALVANIZED
GWB GYPSUM WALLBOARD
GYP GYPSUM
H
HB HOSE BIBB
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HVAC HEATING/VENTILATION/
AIR CONDITIONING
I
IN INCH
INSUL INSULATION
INT INTERIOR
J
JAN JANITOR
L
LAM LAMINATE
LAV LAVATORY
LBS.POUNDS
LTG LIGHTING
LVL LEVEL
SIM SIMILAR
SPEC SPECIFICATIONS
SS STAINLESS STEEL
SSM SOLID SURFACE MATERIAL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SYM SYMMETRICAL
T
TAS TEXAS ACCESSIBILITY
STANDARDS
TEMP TEMPERATURE
TLT TOILET
TS TUBE STEEL
T-STAT THERMOSTAT
TYP TYPICAL
U
UL UNDERWRITERS
LABORATORIES INC.
UNO UNLESS NOTED OTHERWISE
V
VCT VINYL COMPOSITION TILE
VERT VERTICAL
W
W/WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
W/O WITHOUT
GENERAL NOTES
A.GENERAL NOTES:
1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALL
REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS.
2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS AND COMPLY WITH ALL APPLICABLE
BUILDING CODE, REGULATION AND ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT TO THE PROJECT AREA
BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING CONSTRUCTION OF THE PROJECT.
3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE
WORK.
4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS.
5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWISE NOTED.
6. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS, AND SYSTEMS PROVIDED BY THE OWNER.
7. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALL
REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS.
B.DEFINITIONS:
1. "TYPICAL" OR "TYP." INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH OCCURRENCE OF THE
CONDITION NOTED.
2. "SIMILAR" OR "SIM." INDICATES COMPONENTS SHALL BE PROVIDED COMPARABLE TO THE CHARACTERISTICS FOR THE
CONDITION NOTED.
3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT
DOCUMENTS SHALL BE PROVIDED.
4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE AND PLUMB RELATION TO
ADJACENT MATERIALS.
C.DIMENSIONS:
1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE
OF CMU WALL, FINISH FACE OF PARTITION TYPE AS SCHEDULED, UNLESS OTHERWISE NOTED.
2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. THE PRIORITY FOR THE
PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
A. MIN. DIMENSIONS FOR THE ACCESSIBILITY CLEARANCE AND BUILDING CODE REQUIREMENTS.
B. LARGE SCALE DETAILS
C. SMALL SCALE DETAILS
D. ENLARGED VIEWS
E. FLOOR PLANS AND ELEVATIONS
3. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED.
4. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL AT THE DIMENSION
POINT, UNLESS NOTED ABOVE FINISH FLOOR -"AFF".
5. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED CEILING SYSTEM OR FACE OF
FINISH MATERIAL AS SCHEDULED.
6. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL
RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING
THE DRAWINGS.
D.DOOR & FIXTURES:
1. ALL FIXTURE HEIGHTS AND MOUNTING DIMENSIONS SHALL COMPLY WITH REQUIREMENTS OF TAS (ADA). CONTRACTOR
MUST VERIFY EACH SUCH DIMENSION.
2. ALL DOOR DIMENSIONS ARE CLEAR, FROM EDGE OF DOOR STOP TO EDGE OF DOOR IN 90° OPEN POSITION.1000 HP VFD W/ OUTPUT FILTER1000 HP VFD W/ OUTPUT FILTERMETAL CLAD SWITCHGEAR47' - 0"30' - 0"
1410 SF
ELECTRICAL ROOM
35' TRAVEL DISTANCE TO EXIT8 OCC /
160 PROV7 OCC /160 PROV10' - 0"
EXISTING
BUILDING
FIRE SEPARATION DISTANCE
FE
FE
LIFE SAFETY LEGEND
EXIT DISCHARGE
SHOWING NUMBER OF
OCCUPANTS PASSING
EXIT ACCESS DOOR WITH
OCCUPANT LOAD:
REQUIRED /
PROVIDED
EXIT ACCESS TRAVEL
DISTANCE & DIRECTION
EXIT ACCESS
FE / FEC
# OCCUPANTS
TRAVEL DISTANCE
TO EXIT DISCHARGE
FIRE EXTINGUISER /
CABINET
OCC REQ /
OCC PROV
PROJECT:LAKE ROBERTS WATER TREATMENT PLANT UPGRADES
LOCATION:DENTON, TEXAS
CODES:2021 INTERNATIONAL BUILDING CODE AS AMENDED
2021 INTERNATIONAL FIRE CODE AS AMENDED
2021 INTERNATIONAL PLUMBING CODE AS AMENDED
2021 INTERNATIONAL MECHANICAL CODE AS AMENDED
2021 INTERNATIONAL ENERGY CODE AS AMENDED
2020 NATIONAL ELECTRICAL CODE AS AMENDED
SCOPE:NEW CONSTRUCTION
BUILDING SIZE:1,410 SF (TOTAL AREA WITHIN WALLS)
PRIMARY OCCUPANCY:F-1, FACTORY INDUSTRIAL GROUP
(SEC 306.2)
OCCUPANCY GROUP:SINGLE OCCUPANCY USE F-1
AUTOMATIC FIRE SUPPRESSION:NOT REQUIRED (SEC 903.2)
FIRE ALARM SYSTEM:NOT REQUIRED (SEC 907.2)
TYPE OF CONSTRUCTION:II-B
FIRE RESISTIVE REQUIREMENTS (HR) (TABLES 601 & 602)
STRUCTURAL FRAME = 0
BEARING WALL -INT/EXT = 0
FLOOR CONSTRUCTION = 0
ROOF CONSTRUCTION = 0
NON BEARING WALLS AND PARTITIONS -EXTERIOR
< 5' = 2
>5' < 10' = 1
>10' < 30' = 0
> 30' = 0
FIRE SEPARATION DISTANCE FROM EXISTING ADJACENT BUILDING (SEC
202)10'/2 = 5'
REQUIRED FIRE RATING (TABLE 602)= 1 HR
FOR NORTH EXTERIOR WALL ONLY
EGRESS (TABLE 1004.1.2)
SF /OCC.
1.ELECTRICAL RM - 1,410 SF/ 100 GROSS =15 OCCUPANTS
TOTAL OCCUPANT LOAD -15 OCCUPANTS
NUMBER OF EXITS REQUIRED = 1 BY OCCUPANT LOAD ONLY
EXITS PROVIDED = 2
EXIT ACCESS TRAVEL DISTANCE = 200'(TABLE 1017.2)
FOR MULTIPLE EXITS, F-1
EGRESS WIDTH
PROVIDED = 72" NOMINAL TOTAL
MINIMUM DOOR SIZE -32" CLR WIDTH
(SEC 1010.1.1)
PORTABLE FIRE EXTINGUISHERS MAXIMUM DISTANCE
(SEC 906.1 & TABLE 906.3(1)OF TRAVEL TO EXTINGUISHER
= 75'
LADDERS -COMPLY WITH OSHA STANDARD
(1910.23 & 1910.28)
ENERGY CODE INFORMATION
LOCATION -DENTON COUNTY
CLIMATE ZONE -3A
BUILDING CODE THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF:TEXAS NO: ON DATE:IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSESNOT FOR CONSTRUCTIONSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN20672OCT. 2022101 S. Locust Street, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/19/2021KEVIN N. THOMPSON2291010/12/2022 3:30:08 PM
BID SUBMITTAL GENERAL NOTES & SYMBOLSPSE-A-1RMKNT PKJ.ARC-DTN20672-PS-R21.rvtHIGH SERVICE PUMP STATIONARCHITECTURAL3/32" = 1'-0"
2 LIFE SAFETY PLAN
NORTH0 8' 16'
3/32"=1'-0"
4'
SUPPLEMENTARY CODE
INFORMATION
WITH REFERENCE TO CORRESPONDENCE DATED JULY 9,
2021 FROM THE CITY OF DENTON, FIRE MARSHAL'S
OFFICE AND THE BUILDING OFFICIAL'S OFFICE, ON FIRE
SEPARATION DISTANCES AND RELATED FIRE-RATING.
"10' SEPARATION IS ACCEPTABLE" TO BOTH FIRE
DEPARTMENT AND BUILDING CODE.
NO FIRE-RATING REQUIRED.NO.ISSUEBYDATE10/12/2022143
*
"P-1" VFD"P-2" VFDSWITCHGEAR "SWG2"PLC-12TC2PSE-A-34
PSE-A-3
PSE-A-3
PSE-A-3
2
3
1
ELECTRICAL ROOM
101 1000 HP VFD W/ OUTPUT FILTER1000 HP VFD W/ OUTPUT FILTERMETAL CLAD SWITCHGEARLP2
31' - 6"10' - 0"
30' - 0"48' - 6"EXISTING HIGH
SERVICE PUMP
STATION
9"30' - 0"9"4' - 10"3' - 4"3' - 4"3' - 0"9' - 0"7' - 0"
1
PSE-A-4
47' - 0"3' - 6"2
PSE-A-4
1
1
2
3
4
3
3
5
6
78
3
8
8
8
5
4
4
101C
101A
6 101B12
12
TC2
3
TX2
HP2 PLC
3
11
16
A
16' - 9 1/2"3' - 6"9' - 8 1/2"
1818
GENERAL NOTES
1. ALL DIMENSIONS ARE GIVEN TO:
A. FACE OF CONCRETE OR MASONRY.
B. CENTER LIVE OF COLUMNS WHERE
INDICATED.
C. FACE OF FINISH.
D. CONCRETE FLOOR LINE.
2. REFER TO SHEET PSE-A-1 FOR GENERAL NOTES
AND ABBREVIATIONS.1 1/2" / 1'-0"1 1/2" / 1'-0"9
9
10SLOPE
SLOPE13
13
14
15
TYP.
B
16' - 8 5/8"3' - 0"10' - 3 3/8"
17
TYP.THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF:TEXAS NO: ON DATE:IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSESNOT FOR CONSTRUCTIONNORTH
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN20672OCT. 2022101 S. Locust Street, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/19/2021KEVIN N. THOMPSON2291010/12/2022 3:30:10 PM
BID SUBMITTAL FLOOR, ROOF AND REFLECTED CEILING PLANSPSE-A-2RMKNT PKJ.ARC-DTN20672-PS-R21.rvtHIGH SERVICE PUMP STATIONARCHITECTURAL4'0 8' 16'
1/8"=1'-0"
3/16" = 1'-0"PSE-A-3
1 FINISH FLOOR
1 9" THICK INSULATED PRECAST CONCRETE WALL
WITH 5" REINFORCED CONCRETE, 2"
INSULATION AND 2" REINFORCED CONCRETE.
EXTERIOR SURFACE TO BE PAINTED AS
SCHEDULED.
2 EXISTING PRECAST CONCRETE PANELS.
3 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL
FOR ADDITIONAL INFORMATION.
4 CONCRETE EQUIPMENT PAD, TYPICAL.
5 FUTURE ELECTRICAL EQUIPMENT, REFER TO
FOR ADDITIONAL INFORMATION.
6 HOLLOW METAL DOOR AND FRAME AS
SCHEDULED.
7 OVERHEAD COILING DOOR AS SCHEDULED.
8 PREFINISHED METAL DOWNSPOUT
9 PREFINISHED METAL GUTTER.
10 STANDING SEAM METAL ROOF, MATCH
ADJACENT BUILDING ROOF COLOR.
11 MECHANICAL EQUIPMENT, REFER
MECHANICAL.
12 FIRE EXTINGUISHER AND BRACKET, "FE".
13 CABLE TRAY, REFER ELECTRICAL.
14 MECHANICAL DUCTS, REFER HVAC.
15 INTERIOR LIGHT FIXTURE, REFER ELECTRICAL.
16 CONCRETE SPLASHBLOCK, TYP.
17 EXTERIOR LIGHT FIXTURE, REFER ELECTRICAL.
18 BOLLARD - FIXED.
NOTES BY SYMBOL " "X
1/8" = 1'-0"PSE-A-3
2 ROOF PLAN
1/8" = 1'-0"PSE-A-3
3 REFLECTED CEILING PLAN 0 4' 8'
3/16"=1'-0"NO.ISSUEBYDATE10/12/2022144
*
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
6
7
3
2
16' - 2"16' - 2"16' - 2"
899 595.50'
613.50'
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
1
3
2
6
7
8
9
9
595.50'
613.50'
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
1
2
3
4
6
7
7
9
5
11 7/8"
"11 7/8
595.50'
613.50'
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
1
2
3
6
7
5
16' - 2"16' - 2"16' - 2"
8
9 9 595.50'
613.50'
EXTERIOR MATERIAL FINISH SCHEDULE
ITEM/MATERIAL FINISH COLOR
PRECAST CONCRETE WALLS
STANDARD SEAM METAL ROOF
PREFINISHED METAL COPING
MECHANICAL EQUIPMENT
BOLLARDS
FACTORY/ SEALER
FACTORY
FACTORY
MANUFACTURER'S STANDARD
FACTORY
MATCH EXISTING ADJ BUILDING
MATCH EXISTING ADJ BUILDING
MATCH EXISTING ADJ BUILDING
AS SELECTED
OSHA SAFETY YELLOW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF:TEXAS NO: ON DATE:IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSESNOT FOR CONSTRUCTIONSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN20672OCT. 2022101 S. Locust Street, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/19/2021KEVIN N. THOMPSON2291010/12/2022 3:30:13 PM
BID SUBMITTAL EXTERIOR ELEVATIONSPSE-A-3RMKNT PKJ.ARC-DTN20672-PS-R21.rvtHIGH SERVICE PUMP STATIONARCHITECTURAL1/8" = 1'-0"PSE-A-2
4 EAST ELEVATION
1/8" = 1'-0"PSE-A-2
2 NORTH ELEVATION
1 EXISTING HIGH SERVICE PUMP STATION.
2 STANDING SEAM METAL ROOF.
3 9" THICK INSULATED PRECAST CONRETE WALL.
4 OVERHEAD COILING DOOR.
5 HOLLOW METAL DOOR AND FRAME AS
SCHEDULED.
6 PREFINISHED METAL GUTTER.
7 PREFINISHED METAL DOWNSPOUT
8 GROUND MOUNTED MECHANICAL EQUIPMENT.
9 WALL PANEL JOINT.
NOTES BY SYMBOL " "X
1/8" = 1'-0"PSE-A-2
1 SOUTH ELEVATION
1/8" = 1'-0"PSE-A-2
3 WEST ELEVATION
4'0 8' 16'
1/8"=1'-0"NO.ISSUEBYDATE10/12/2022145
*
GENERAL NOTES
1. REFER TO SHEET PSE-A-3 FOR
EXTERIOR FINISH SCHEDULE.
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
2
PSE-A-4
PSE-A-4
5
PSE-A-4
6
595.50'
613.50'
1
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
1
PSE-A-4
9' - 6 1/8"
PSE-A-4
4
595.50'
613.50'
1
VERIFY ACTUAL
CONDUIT DIAMETER
EXTERIOR
INTERIOR
DRILLED OPENING,
3/4" LARGER THAN
CONDUIT DIAMETER
3/8"3/8"BACKER ROD AND
SEALANT ALL AROUND.
RE: FLOOR PLANS, SHEET
PSE-A-2 FOR ADDITIONAL
INFORMATION ON WALLS
SURFACE MOUNTED
CONDUIT, TYPICAL
1/8"1/8"1/4"
ELECTRICAL J-BOX OR
OUTLET WITH COVER OR
LIGHT FIXTURE BACK
PLATE
PROVIDE LEAVE-OUT
IN CONC WALL WITH
CLEARANCES AS
SHOWN
SELF-ADHERING
FLASHING ALL
AROUND UTILITY
BOX RIGID INSULATION
STEEL JOISTS.
RE: STRUCTURAL
DECK EDGE ANGLE
REF: STRUCTURAL
RIGID INSULATION
R-25 CI MIN
1/2" COVER BOARD
ROOFING SLIP-SHEET
OVER UNDERLAYMENT
PRECAST CONCRETE
WALL
EMBEDDED CONNECTOR
PLATE. REF: STRUCTURAL
CONT CLEAT WITH
CONT SEALANT
PRE-FINISHED
METAL FASCIA MIN6 1/2"CANTED FASCIA WATER
DAM AT RAKE EDGE
COUNTER-SUNK
BOLT HEAD
STANDING SEAM METAL
ROOF
FRT WOOD SPACER
RIGID INSULATION
ROOF DECK. RE:
STRUCTURAL
STANDING SEAM ROOF
1/2" COVER BOARD
GUTTER FLASHING
GUTTER SPACER. LOCATE
BETWEEN BRACKETS
5" GUTTER
GUTTER BRACKET SUPPORTS
@ 12" TO 30" O.C.
2X TREATED WOOD BLOCKING
PRECAST CONCRETE WALL
STANDING SEAM PANEL
CLIPS. REF: MFR DETAILS
ROOF DECK. RE:
STRUCTURAL
PRE-FINISHED METAL
FASCIA TRIM
ROOFING SLIP SHEET
OVER UNDERLAYMENT
RIGID INSULATION
RIGID INSULATION R-25 CI MIN
STEEL JOISTS.
RE: STRUCTURAL
DECK EDGE ANGLE
REF: STRUCTURAL
STANDING SEAM ROOF
1/2" COVER BOARD
ROOF DECK. RE:
STRUCTURAL
ROOFING SLIP SHEET
OVER UNDERLAYMENT
NOTCHED GALV METAL
ZEE-FLASHING. PROVIDE
BUTYL SEALANT TO SCREW
FASTENERS
PRE-FINISHED METAL
RIDGE CAP. RIVET TO
NOTCHED GALV METAL
ZEE-FLASHING
6 1/2"
STRUCTURAL ROOF
FRAMING RE:
STRUCTURAL
RIGID INSULATION
R-25 CI MIN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF:TEXAS NO: ON DATE:IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSESNOT FOR CONSTRUCTIONSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN20672OCT. 2022101 S. Locust Street, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/19/2021KEVIN N. THOMPSON2291010/12/2022 3:30:15 PM
BID SUBMITTAL BUILDING SECTIONS AND DETAILSPSE-A-4RMPKJ PKJ.ARC-DTN20672-PS-R21.rvtHIGH SERVICE PUMP STATIONARCHITECTURAL3/16" = 1'-0"PSE-A-2
1 SECTION LOOKING EAST
3/16" = 1'-0"PSE-A-2
2 SECTION LOOKING NORTH
0 4' 8'
3/16"=1'-0"
1 1/2" = 1'-0"
3 WALL PENETRATION DETAIL
3" = 1'-0"PSE-A-4
4 ROOF RAKE FLASHING DETAIL
3" = 1'-0"PSE-A-4
5 ROOF GUTTER DETAIL
3" = 1'-0"PSE-A-4
6 ROOF RIDGE DETAIL
0 1'4" 8"
1-1/2"=1'-0"
0 2" 4" 8"
3"=1'-0"
1"
1 CABLE TRAY, REFER ELECTRICAL.NO.ISSUEBYDATE10/12/2022146
*
GENERAL NOTES
1. PANIC HARDWARE TO MATCH DOOR FRAME.
2. ALL FIXTURE HEIGHTS AND MOUNTING DIMENSIONS SHALL
COMPLY WITH REQUIREMENTS OF TAS (ADA).
CONTRACTOR MUST VERIFY EACH SUCH DIMENSION.
3. ALL DOOR DIMENSIONS ARE CLEAR, FROM EDGE OF DOOR
STOP TO EDGE OF DOOR IN 90° OPEN POSITION.
FINISH
FLOORSCHED HEIGHTWIDTH
SCHED
INSULATED
HOLLOW
METAL
DOOR
A
INSULATED HOLLOW
METAL DOOR FLUSH SCHED HEIGHTWIDTH
SCHED
B
INSULATED HOLLOW METAL
DOOR WITH NARROW LITE3' - 4"3' - 2"6"6"
INSULATED
TEMPERED
GLAZING
INSULATED
HOLLOW
METAL DOOR5' - 0"10"x7" OSHA COMPLIANT
"DANGER -HIGH
VOLTAGE" PAINTED
METAL WARNING SIGN SIGN AT DOORS
101B AND 101 C
ONLY
C
OVERHEAD COILING
SCHED WIDTH
SCHED HEIGHTINSULATED
STEEL SLATS
WITH
FACTORY
FINISH
2"
WIDTH
DOOR(S) 2"SCHED HEIGHT 2"
FINISH
FLOOR
OC-1
OVERHEAD COILING
STEEL
MOTORIZED
OPERATOR ON
RIGHT
* MFR'S STANDARD
DIMENSION
INTERIOR
FRAME
ELEVATIONSCHED HEIGHT**SCHED WIDTH **HM-1
HOLLOW METAL
NOTES
1. INSULATED DOOR.
LOUVER
3' - 9 5/8"
FINISH
FLOOR
A3' - 5 5/8"7"3' - 6"
B3' - 0" 14' - 7 3/4"8
PSE-A-5
DUCT
THROUGH WALL
PRECAST CONC
WALL PANEL
ANCHOR FRAME
TO CONC WALL
SHIM
HM FRAME
BACK-PLATE
SEALANT ON
BACKER ROD
ON BOTH SIDESDOOR FRAME
FLASHING
DRIP
HM FRAME AS
SCHEDULED
DOOR AS
SCHEDULED
INTERIOR
EXTERIOR
RIGID
INSULATION
1"
PRECAST CONC WALL PANEL
ANCHOR FRAME TO CONC
WALL
SHIM
HM FRAME BACK-PLATE
SEALANT ON BACKER ROD
ON BOTH SIDES
DOOR FRAME FLASHING
HM FRAME AS
SCHEDULED
DOOR AS SCHEDULED
INTERIOREXTERIOR
RIGID INSULATION
DOOR OPENINGDOOR AND FRAME
AS SCHEDULED
DRIP WITH SWEEP
ADAG COMPLIANT
ALUMINUM
THRESHOLD SET IN
ASPHALTIC COMPOUND
AND SECURED WITH
EXPANSION ANCHORS1/2"INTERIOREXTERIOR
INTERIOREXTERIOR
PRE-FINISHED COILING
DOOR HOOD, ATTACH
PER MFR
RECOMMENDATIONS
OVERHEAD COILING
DOOR AS
SCHEDULED
PRECAST
CONC WALL
PANEL
DOOR HT. AS
SCHEDULED
RIGID INSULATION
INTERIOREXTERIOR
OVERHEAD
COILING DOOR
CONTINUOUS
CLOSURE WITH
ROLLER WIND
LOCKS
ATTACH GLIDE PER
OVERHEAD COILING
DOOR
MANUFACTURER'S
RECOMMENDATIONS,
GALVANIZED FINISH
PROVIDE BEVEL
RE: STRUCTURAL
RIGID
INSULATION
PRECAST CONC
WALL PANEL
INTERIOREXTERIOR3/4"1/2"1/2" EXPANSION
JOINT
ARMORED EDGE -
GALVANIZED L1 1/2x1 1/2x1/4
WITH 4"x1/4" DIA. HEADED
STUDS @ 12" CENTERS
CONCRETE
SLABSLOPE DOWN
OVERHEAD
COILING DOOR
GALVANIZED STEEL
BOTTOM WITH
WEATHERSTRIP
EDGE OF WALL
PRECAST CONCRETE
WALL PANELRIGID INSULATION
SEALANT ALL
AROUND, BOTH SIDES
3''x 2'' PRE-
FINISHED METAL
CLOSURE TRIM
COMPLETELY FILL
VOIDS WITH MINERAL
WOOL INSULATION
THROUGH WALL FAN,
RE: HVAC
SEALANT ALL
AROUND, BOTH SIDES
L3x2x3/16 ANGLE
FRAME CONT AT
INTERIOR
INTERIOR
EXTERIOR
SHIM AND SEALANT AT
HEAD AND JAMBS
6" METAL LOUVER -
FIXED LOUVER TYP
METAL BIRD SCREEN
METAL SUB-SILL SET IN
ASPHALTIC EMULSION
HEAD
JAMB
SILL
PRECAST CONCRETE
WALL PANEL
RIGID INSULATION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF:TEXAS NO: ON DATE:IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSESNOT FOR CONSTRUCTIONSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:CITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN20672OCT. 2022101 S. Locust Street, Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.com10/19/2021KEVIN N. THOMPSON2291010/12/2022 3:30:16 PM
BID SUBMITTAL DOOR, FRAME AND SCHEDULESPSE-A-5RMKNT PKJ.ARC-DTN20672-PS-R21.rvtHIGH SERVICE PUMP STATIONARCHITECTURALDOOR & FRAME SCHEDULE
DOOR
NO.
DOOR DESCRIPTION FRAME DESCRIPTION
FIRE
RATING COMMENTS
SIZE
MAT
DOOR
TYPE MAT
FRAME
TYPE
DOOR DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB JAMB SILL
101A 9' - 0" 12' - 0" 0' - 3" STL C STL OC-1 5/PSE-A-5 6/PSE-A-5 6/PSE-A-5 7/PSE-A-5
101B 3' - 0" 8' - 0" 0' - 1 3/4" HM B HM HM-1 2/PSE-A-5 3/PSE-A-5 3/PSE-A-5 4/PSE-A-5
101C 3' - 0" 8' - 0" 0' - 1 3/4" HM A HM HM-1 2/PSE-A-5 3/PSE-A-5 3/PSE-A-5 4/PSE-A-5
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
0 2' 4' 8'
1/4"=1'-0"
1/4" = 1'-0"
OPENING TYPES
3" = 1'-0"
4 DOOR HEAD DETAIL
3" = 1'-0"
5 DOOR JAMB DETAIL
3" = 1'-0"
6 DOOR SILL DETAIL
1 1/2" = 1'-0"
1 ROLL-UP DOOR HEAD
1 1/2" = 1'-0"
2 ROLL-UP DOOR JAMB
1 1/2" = 1'-0"
3 ROLL-UP DOOR SILL
3" = 1'-0"
8 DUCT THROUGH WALL DETAIL
0 1'4" 8"
1-1/2"=1'-0"
0 2" 4" 8"
3"=1'-0"
1"
3" = 1'-0"
7 LOUVER THROUGH WALL DETAIL
NO.ISSUEBYDATE10/12/2022147
*
GENERAL NOTES
1. THIS PROJECT IS DESIGNED BASED ON THE FOLLOWING CODES WITH LOCAL AMENDMENTS:
- INTERNATIONAL BUILDING CODE 2021
- INTERNATIONAL MECHANICAL CODE 2021
- INTERNATIONAL ENERGY CONSERVATION CODE 2021
- ASHRAE 90.1 - 2016 - "ENERGY STANDARD FOR BUILDINGS"
- INTERNATIONAL FIRE CODE 2021
2. ALL INFORMATION REQUIRED FOR DESIGN MAY NOT BE COVERED IN THE DRAWINGS. REFER TO DIVISION 23 TECHNICAL
SPECIFICATIONS AND OTHER RELATED SECTIONS FOR ADDITIONAL INFORMATION.
3. ALL DUCT SIZES SHOWN ON THE DRAWINGS ARE NET INSIDE CLEAR DIMENSIONS.
4. UTILIZE LONG RADIUS ELBOWS WHERE SPACE PERMITS UNLESS OTHERWISE NOTED. ALL RECTANGULAR ELBOWS SHALL CONTAIN
TURNING VANES.
5. COORDINATE WITH OTHER UTILITIES TO AVOID INTERFERENCES WHEN INSTALLING DUCTWORK, PIPING AND EQUIPMENT.
6. FURNISH AND INSTALL ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. PROVIDE MODIFICATIONS
AND ACCESSORIES AS REQUIRED AND RECOMMENDED BY THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE EQUIPMENT.
7. VERIFY DIMENSIONS, LOCATIONS, ELEVATIONS AND CONFIGURATION OF ALL ITEMS ASSOCIATED WITH THE INSTALLATION OF
DUCTWORK AND EQUIPMENT.
8. EQUIPMENT AND DUCTWORK SHALL NOT BE SUPPORTED OR SECURED TO OTHER EQUIPMENT, DUCTWORK, PIPING OR OTHER
UTILITIES. DUCT SHALL BE SUPPORTED PER SMACNA STANDARDS.
9. PAINT ALL EQUIPMENT VISIBLE THRU AIR DEVICES MATTE BLACK.
10. PROVIDE MANUAL VOLUME DAMPERS IN ALL DUCTWORK AT ALL DUCT SPLITS, BRANCH RUNOUTS AND DUCT COLLARS FOR REGISTERS.
ALL MANUAL DAMPERS MAY NOT BE SHOWN ON DRAWINGS.
11. ALL DUCTWORK SHALL BE CONSTRUCTED, SEALED AND INSTALLED IN CONFORMANCE TO SMACNA DUCT CONSTRUCTION STANDARDS.
12. TO RESOLVE FIELD PROBLEMS IN ROUTING DUCTWORK THE CONTRACTOR SHALL USE THE SAME CIRCULAR EQUIVALENT DIAMETER TO
TRANSFORM DUCT SIZE FROM THAT SPECIFIED ON THE DRAWINGS.
13. PROVIDE FIRE RESISTANT FLEXIBLE CONNECTION WHENEVER DUCTWORK IS CONNECTED TO MOTORIZED EQUIPMENT.
14. DUCT MATERIAL SHALL BE ZINC-COATED STEEL WITH METAL AND GALVANIZING THICKNESS AS PER SMACNA CONSTRUCTION
STANDARDS.
15. PROVIDE OSHA-REQUIRED CLEARANCES AROUND ALL HVAC EQUIPMENT AND COMPONENTS FOR PERSONNEL ACCESS AND
MAINTENANCE.
16. INSULATE BACKS AND PLENUMS OF SUPPLY AIR DEVICES WITH MINIMUM 1" MINERAL FIBER.
17. ALL AIR MOVING EQUIPMENT CONTAINING PARTICULATE FILTERS SHALL NOT BE OPERATED WITHOUT PARTICULATE FILTERS IN PLACE.
18. PROVIDE MERV 8 PRE-FILTERS AND MERV 8 RIGID FINAL FILTERS DURING CONSTRUCTION. RECORD INITIAL FILTER GAUGE DIFFERENTIAL
PRESSURE READING. MONITOR FILTER GAUGE PRESSURE DIFFERENTIAL ON A DAILY BASIS. REPLACE TEMPORARY CONSTRUCTION
FILTERS ONCE DIFFERENTIAL PRESSURE EXCEEDS 0.5" OF STATIC PRESSURE THAN INITIAL VALUE. REPLACE WITH NEW FILTERS AT
SUBSTANTIAL COMPLETION. NEW PRE AND FINAL FILTERS SHALL BE MERV 8 UNLESS OTHERWISE NOTED.
2
PSE-H-1
1PAC-1 PAC-2
SS
1
22
T
T
C -
A 800
32/1832/18
34
B 2600
32/18
RETURN
DUCT
32/18 RETURN DUCT,
SUPPORT FROM
CONCRETE PAD
3
7
7
5
36/24
32/18
6
SWITCHGEARVFD-1VFD-2B 2600
B 2600
B 2600
VFD BUILDING
A 800
DUCTWORK SYMBOLS
DUCTWORK SIZE TRANSITION.
MANUAL VOLUME (BALANCE) DAMPER
90° ELBOW WITH TURNING VANES
SUPPLY GRILLE
DIFFUSER/GRILLE/REGISTER LABEL:
"A" - TYPE/DESIGNATION
"200" - AIRFLOW (CFM)
THERMOSTATT
DUCT SMOKE DETECTORS
MISCELLANEOUS
A 200
EQUIPMENT DESIGNATIONS
PAC PACKAGED AIR CONDITIONING UNIT
DE = CIRCULAR EQUIVALENT OF RECTANGULAR DUCT
IN INCHES
B = LENGTH OF OTHER SIDE OF DUCT IN INCHES
A = LENGTH OF ONE SIDE OF DUCT IN INCHES
DE =1.30 (AB)
(A + B)
0.625
0.250
FINISH FLOOR
100' -0"
ROOF PLAN
118' -0"
VFD BUILDING
40x28 SUPPLY
DUCT OPENING
46X42 RETURN
DUCT OPENING
1' - 6"
1' - 6"REENIGNELANOISSEFORSTATEOSAXETFPAI SEXTON143595NECILSEDNORTH
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:101 S. Locust Street Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.comCITY OF DENTON, TEXASLAKE RAY ROBERTSWATER TREATMENT PLANT UPGRADESDTN20672OCT. 202210/11/2022 1:33:15 PM
BID SUBMITTAL HVAC FLOOR PLAN AND ELEVATIONPSE-H-1AJSAJS WAY-HV-DTN20672-ELB-R21.rvtHIGH SERVICE PUMP STATION VFD BUILDINGHVAC0 2' 4' 8'
1/4"=1'-0"
NOTES BY SYMBOL " "
1/4" = 1'-0"
1
HIGH SERVICE PUMP STATION VFD BUILDING
HVAC FLOOR PLAN
1. PROVIDE PACKAGED AIR CONDITIONING UNIT; INSTALL ON
REINFORCED CONCRETE PAD. REFER TO PSE-H-2 FOR EQUIPMENT
SCHEDULE AND PSE-S-1 FOR PAD DETAILS.
2. PROVIDE FULL-SIZE CONDENSATE DRAIN AND WET P-TRAP.
ROUTE CONDENSATE DRAIN PIPE ALONG EQUIPMENT AND PAD
TO PEA GRAVEL SUMP. REFER TO PSE-H-2 FOR DETAILS. DO NOT
TERMINATE CONDENSATE DRAIN ON PAVEMENT OR CONCRETE
SURFACES.
3. PROVIDE BACK DRAFT DAMPER.
4. PROVIDE 42"X38" RETURN AIR PLENUM.
5. PROVIDE 36"X24" SUPPLY AIR PLENUM.
6. SUPPLY/RETURN DUCT PENETRATIONS, RE: PSE-A-5.
7. INSTALL THERMOSTAT AT 48" AFF.
1/4" = 1'-0"
2 NORTH WALL ELEVATION
NO.ISSUEBYDATE10/11/2022148
*
UNIT TYPE A B
DRAW-THRU 1" MIN. 1.5X
BLOW-THRU 1" MIN. 2.0X
WHERE X = SCHEDULED FAN STATIC PRESS.
AIR GAP FITTING
A
B UNION
PITCH DOWN TOWARD
DRAIN 1/8" PER LINEAR
FOOT
DRAIN PAN
IN UNIT
FOR DEPTH - SEE
SCHEDULE
BELOW
DRAIN LINE SAME SIZE
AS DRAIN PAN
CONNECTION
6" MIN.
PLUG TEE
VENT
CLEAN OUT
1. TYPICAL P-TRAP DETAIL APPLIES ONLY TO NON-
PUMPED CONDENSATE SYSTEMS.
NOTES:
ROUTE CONDENSATE DRAIN PIPING INTO
A HUB DRAIN OUTSIDE THE BUILDING
AND CONNECT TO THE HUB DRAIN WITH
AN AIR GAP FITTING THROUGH A TRENCH
INTO A DRY WELL. DRY WELL TO BE AT A
MINIMUM OF 10'-0" FROM THE
BUILDING. RE: 3/PSE-H-2
HUB DRAIN
CONSTRUCTION OF 90 DEGREE ELBOWS CONSTRUCTION OF 45 DEGREE ELBOWS
TYPICAL RECTANGULAR TRANSITION
TYPICAL SPLITTER DAMPER TYPICAL TURNING VANES
RECTANGULAR BRANCH TAKE OFF
1 1/2
W
ROUND 90° ELBOW
CL
LC
"W"
SQUARE 90° ELBOW
CL LCSQUARE 45° ELBOWROUND 45° ELBOW
BRANCH
MAINSPLITTER DAMPER
BRANCH
DAMPER ADJUSTMENT
ROD & LOCK SCREW 1"R.2 " R A D IU SUSE THIS DESIGN WHERE
SQUARE 90° ELBOWS ARE
SHOWN ON PLANS OR IF
SPACE CONDITIONS DO
NOT PERMIT INSTALLATION
OF ROUND 90° ELBOWS
USE THIS DESIGN WHERE
ROUND 90° ELBOWS ARE
SHOWN ON PLANS
TURN VANES-SEE
DETAIL THIS SHEET"W""W""W"TURN VANES-SEE DETAIL
THIS SHEET
1 1/2W
"
W
"
"W""W"
"
W
"
USE THIS DESIGN
WHERE ROUND 45°
ELBOWS ARE SHOWN
ON PLANS
USE THIS DESIGN
WHERE RECTANGULAR
45° ELBOWS ARE
SHOWN ON PLANS
TURN VANES -SEE
DETAIL THIS SHEET
FLOW
AIR
MAIN
SLOPE NOT TO
EXCEED 1" IN 4"1"1"1"1"
AIR
FLOW
TURN
VANES
GENERAL INSTALLATION NOTES:
1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER.
2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAUGES, AND MATERIAL SHOWN IN THE SCHEDULE OF THESE
DRAWINGS.
3. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE NET INSIDE CLEAR WIDTH FIRST AND THEN THE
NET INSIDE CLEAR HEIGHT.
4. AIR TURNING VANES SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE.
5. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER.
6. DIVERGING TRANSITION PIECE SHALL BE MADE AS GRADUAL AS POSSIBLE.
7. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED,
AND THEN A STREAMLINED FITTING SHOULD BE USED.
8. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FAN COIL
UNITS.
9. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT.
USE SPLITTER
DAMPERS ON
DUCT TEES.
SCH. 40 PVC
W/ PVC CAP
12" CORRUGATED, SINGLE
WALL HDPE PERFORATED
PIPE (ASTM F667) WITH
POLYESTER KNITTED FILTER
FABRIC (ASTM D6707) (8
HOLE PATTERN) 4'-0" DEEP
FROM FINISH GRADE
FILL ENTIRE LENGTH OF
DRAIN WITH MEDIUM
DENSITY (CLASS II) 1'-3"
LIMESTONR CHIPS
(ASTM 568)
TUCK FILTER FABRIC
INTO CORRUGATED PIPE
CONDENSATE
DRAIN PIPE
SCH. 40 PVC W/
PVC CAP (DO NOT
GLUE CAP)4"
6"
3"
6"
FINISHED
GRADE
NOTE:
1. THE DRAINAGE CAPACITY FOR THIS DETAIL IS BASED ON BORINGS FINDING CLAYEY
SAND SOIL DOWN TO 5 FT WITH A SOIL RETENTION OF 30% AS DEPICTED FROM THE
GEO-TECHNICAL REPORT. DETERMINE THE PIPE DIAMETER AND DEPTH BASED UPON
THE ACTUAL GEO-TECHNICAL REPORT FOR THE PROJECT SITE. WHERE THE DRAINAGE
CAPACITY FOR THE SITE IS LESS, INCREASE THE PIPE DIAMETER AND/OR DEPTH OF THE
DRAINAGE PIPE. WHERE NO GEO-TECHNICAL REPORT EXISTS DETERMINE THE SOIL
CAPACITY FROM SOIL CAPACITY AND TYPE RESEARCH.REENIGNELANOISSEFORSTATEOSAXETFPAI SEXTON143595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:101 S. Locust Street Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.comCITY OF DENTON, TEXASLAKE RAY ROBERTSWATER TREATMENT PLANT UPGRADESDTN20672OCT. 202210/11/2022 1:33:15 PM
BID SUBMITTAL HVAC SCHEDULES AND DETAILSPSE-H-2AJSAJS VMC-HV-DTN20672-ELB-R21.rvtHIGH SERVICE PUMP STATION VFD BUILDINGHVACNOT TO SCALE
2 TYPICAL A/C CONDENSATE PIPING
NOT TO SCALE
1 DUCT ACCESSORIES AND FITTINGS
NOT TO SCALE
3 CONDENSATE DRAIN PEA-GRAVEL DETAIL
NO.ISSUEBYDATE10/11/2022149
*
VFD BUILDING
32X18 SUPPLY DUCT
36X24 SUPPLY DUCT
36X24 SUPPLY DUCT 32X18 SUPPLY DUCT
PAC-1
PAC-2
24X12 SUPPLY GRILLE
24X12 SUPPLY GRILLE
CONCRETE PAD
RE: PSE-S-1
CONDENSATE DRAIN
PIPE, ROUTE TO PEA
GRAVEL SUMP.
RE: 2 & 3/PSE-H-2
32X18 RETURN DUCT,
SUPPORT FROM
CONCRETE PAD
24X36 SUPPLY GRILLE
TYP. OF 4 REENIGNELANOISSEFORSTATEOSAXETFPAI SEXTON143595NECILSEDSHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Freese and Nichols, Inc. Texas Registered Engineering Firm F- 2144
Plot Date:101 S. Locust Street Suite 202Denton, TX 76201Phone -(940) 220-4340Web -www.freese.comCITY OF DENTON, TEXASLAKE RAY ROBERTSWATER TREATMENT PLANT UPGRADESDTN20672OCT. 202210/11/2022 1:33:20 PM
BID SUBMITTAL HVAC ISOMETRIC VIEWPSE-H-3AJSAJS VMCHV-DTN20672-ELB-R21.rvtHIGH SERVICE PUMP STATION VFD BUILDINGHVAC1
HIGH SERVICE PUMP STATION VFD BUILDING
HVAC ISOMETRIC VIEW
GENERAL NOTES
1. REFER TO SHEET PSE-H-1 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.
2. COORDINATE DUCT ROUTING WITH OTHER DISCIPLINES TO AVOID CONFILICTS.
3. REFER TO STRUCTURAL DRAWINGS FOR WALL PENETRATION AND SUPPORT DETAILS.
3/8" = 1'-0"NO.ISSUEBYDATE10/11/2022150
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:53 PM Plot By: 04169 Filename: N:\PI\PI-ALL-GN-LGND01.dwg Last Saved: 9/27/2023 11:43 AM Saved By: 04169Filename: N:\PI\PI-ALL-GN-LGND01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-GN-LGND01.dwg
PROCESS & INSTRUMENTATION
.
LEGEND IPI-1POL
JTR
.
JWM ELECTRIC ANALOG SIGNALFIBER OPTIC CABLEELECTRIC BINARY SIGNAL (ON-OFF)NON-CONNECTING LINESINTERNAL SYSTEM LINK (SOFTWARE OR DATA LINK)INSTRUMENTSSHARING COMMONHOUSINGAUXILIARY LOCATIONNORMALLYACCESSIBLE TOOPERATOR (2)CONNECTING LINESMECHANICAL LINKDIGITAL SYSTEM I/O INTERFACE. DIRECTION OF TRIANGLEDENOTES WHETHER INPUT OR OUTPUT.LETTER DENOTES SIGNAL TYPE. THE LETTER "A" DENOTESAN ANALOG SIGNAL. THE LETTER "D" DENOTES A DISCRETESIGNAL.TRCW-XX-Y(A)PROGRAMMABLELOGIC CONTROL(1) ABBREVIATIONS OF THE USER'S CHOICE SUCH AS IP1 (INSTRUMENT PANEL NO.1),IC2 (INSTRUMENT CONSOLE NO.2), CC3 (COMPUTER CONSOLE NO.3), ETC., MAYBE USED WHEN IT IS NECESSARY TO SPECIFY INSTRUMENT OR FUNCTIONLOCATION.(2) NORMALLY INACCESSIBLE OR BEHIND-THE-PANEL DEVICES OR FUNCTIONS MAYBE DEPICTED BY USING THE SAME SYMBOLS BUT WITH DASHED HORIZONTALBARS, I.E.RESET FOR LATCH-TYPE ACTUATORPILOT LIGHTRDIAPHRAGM SEALPANEL MOUNTEDPATCHBOARD POINT12INSTRUMENT WITHLONG TAG NUMBERS12CUNDEFINEDINTERLOCK LOGICPURGE ORFLUSHING DEVICEPRIMARY LOCATIONNORMALLYACCESSIBLE TOOPERATOR (2)COMPUTERFUNCTIONSHARED DISPLAYSHARED CONTROLDISCRETEINSTRUMENTSFIELD MOUNTEDCONTROL ELEMENTUNCLASSIFIED FINALDRIVER, ACTUATOR,VALVE, DAMPER, LOUVERMULTIFUNCTION RELAY, COMPUTE, CONVERTUNCLASSIFIED (+)USERS CHOICE (+)USERS CHOICE (+)SUCCEEDING LETTERSWHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.CONTROL STATIONOUTPUT FUNCTIONMOMENTARYTIME RATE OF CHANGEINTEGRATE, TOTALIZEMULTIVARIABLE UPOSITION, DIMENSIONUNCLASSIFIED (+)EVENT, STATE OR PRESENCEWEIGHT, FORCEVIBRATION MECH. ANALYSIS(+)XWVZYX AXISZ AXISY AXISUSERS CHOICE (+)TIME, TIME SCHEDULECURRENT (ELECTRICAL)RADIATIONTEMPERATUREPRESSURE, VACUUMUSERS CHOICE (+)SPEED, FREQUENCYQPOSRTQUANTITY HNMKLIJMOTORLEVELPOWERHAND SAFETYSCANMULTIFUNCTION WELLUNCLASSIFIED USERS CHOICE (+)POINT (TEST) CONNECTIONORIFICE, RESTRICTIONRECORD INDICATELIGHT TRANSMITSWITCHMODIFIERRATIO (FRACTION)DIFFERENTIALINTERNATIONAL SOCIETY OF AUTOMATION TABLEINITIATING VARIABLEPROCESS ORFLOW RATEUSER'S CHOICE (+)USER'S CHOICE (+)USER'S CHOICE (+)BURNER, COMBUSTIONANALYSIS (+)ADCBGFEVOLTAGELETTERFIRST LETTER (S)READOUT ORUSERS CHOICE (+)GLASS, VIEWING DEVICESENSOR (PRIMARY ELEMENT)PASSIVE FUNCTIONALARMCONTROLMULTIFUNCTION (+)UNCLASSIFIED (+)USERS CHOICE (+)MIDDLE, INTERMEDIATELOWHIGHUSERS CHOICE (+)MODIFIERX-XXFIRST LETTERSUCCEEDING LETTERSTHE TOTAL NUMBER OF UNITS PER SET (Y VARIES FROM 1 TO A)UNIT NUMBER (USED WHEN THERE ARE MULTIPLE UNITSWITH THE SAME WXX DESIGNATIONS)LOOP NUMBER (XX)AREA NUMBER (W)PIPE MATERIAL DI-DOCTILE IRONPIPE DIAMETERABBRDESCRIPTIONABBREVIATIONSSYMBOLDESCRIPTIONLINE TYPESASCPUDCUESFOCFOMFREQHDCI/OMCORPOWSPEPITPLCPSPSHPSLPWRIORTUSESIKSPVFDSSSSRVSAIR SUPPLYCENTRAL PROCESSOR UNIT DISTRIBUTED CONTROL UNITFIBER OPTIC CABLEFIBER OPTIC MODEMFREQUENCYHISTORICAL DATA COLLECTIONINPUT/OUTPUTMOTOR CONTROLLEROXYGEN REDUCTION POTENTIALOPERATOR WORK STATIONPRESSURE SENSORPRESSURE INDICATOR TRANSMITTERPROGRAMMABLE LOGIC CONTROLLERPOWER SUPPLYPRESSURE SWITCH HIGHPRESSURE SWITCH LOWPROCESS WATERREMOTE INPUT OUTPUTREMOTE TERMINAL UNITSPEED SENSORSPEED INDICATE CONTROL STATIONSET POINTVARIABLE FREQUENCY DRIVESOFT STARTERSOLID STATE REDUCED VOLTAGE STARTERLLXXAINSTRUMENT SUPPLY OR SOLENOID OPERATED VALVE (1)PNEUMATIC SIGNAL (2)ELECTROMAGNETIC OR SONIC, SIGNAL (GUIDED) (3)ELECTROMAGNETIC OR SONIC, SIGNAL (NOT GUIDED) (3)HYDRAULIC SIGNAL CAPILLARY TUBEELECTRIC SIGNALUNDEFINED SIGNALABBRDESCRIPTIONHAND SWITCH ABBREVIATIONSH/O/AL/RH/O/SO/CL/O/CA/HL/O/RL/AO/C/SO/O/AL/CN/BHAND/OFF/AUTOLOCAL/REMOTEHAND/OFF/SCADAOPEN/CLOSELOCAL/OFF/COMPUTERAUTO/HANDLOCAL/OFF/REMOTELOCAL/AUTOOPEN/CLOSE/STOPON/OFF/AUTOLOCAL/COMPUTERNORMAL/BYPASSGENERAL NOTES(1) THE FOLLOWING ABBREVIATIONS ARE SUGGESTED TO DENOTE THE TYPES OFPOWER SUPPLY. THESE DESIGNATIONS MAY ALSO BE APPLIED TO PURGE FLUIDSUPPLIES. AS - AIR SUPPLY HS - HYDRAULIC SUPPLY - OPTION IA - INSTRUMENT AIR - OPTION NS - NITROGEN SUPPLY PA - PLANT AIR SS - STEAM SUPPLY ES - ELECTRIC SUPPLY WS - WATER SUPPLY GS - GAS SUPPLYTHE SUPPLY LEVEL MAY BE ADDED TO THE INSTRUMENT SUPPLY LINE, E.G, AS-100,100-PSIG AIR SUPPLY: ES-24DC, A 24-VOLT DIRECT CURRENT POWER SUPPLY.(2) THE PNEUMATIC SIGNAL SYMBOL APPLIES TO A SIGNAL USING ANY GAS AS THESIGNAL MEDIUM. IF A GAS OTHER THAN AIR IS USED, THE GAS MAY BE IDENTIFIEDBY A NOTE ON THE SIGNAL SYMBOL OR OTHERWISE.ELECTROMAGNETIC PHENOMENA INCLUDE HEAT, RADIO WAVES, NUCLEARRADIATION AND LIGHT.DESCRIPTIONPIPING LABELSDESCRIPTIONEXAMPLE SIGNALSSYMBOLSYMBOLINSTRUMENT IDENTIFICATIONPNOTE:THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION MAYBE USED ON THIS PROJECT.SLSLUDGEELECTRIC SUPPLYTURBTURBIDITYOITOPERATOR INTERFACE TERMINALF/O10-16-2023151
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:53 PM Plot By: 04169 Filename: N:\PI\PI-ALL-GN-LGND02.dwg Last Saved: 7/5/2022 6:09 PM Saved By: 03887Filename: N:\PI\PI-ALL-GN-LGND02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-GN-LGND02.dwg
PROCESS & INSTRUMENTATION
.
LEGEND IIPI-2POL
JTR
.
JWM BLIND FLANGECOMBINATION AIR VALVEORFPIMHWSEC.O.HBDPSPITISPROGRESSING CAVITY PUMPFLOATSMIXERBLOWERHOSE PUMPSONICVENTURI FLOW METEREJECTORSCREENPRIMARY ELEMENTDIRECTION OF FLOWEXPANSION JOINTEXPANSION JOINTRESTRAINED EXPANSION JOINTPIPE COUPLINGGAS FILTERVENTTEMPERATURE INDICATORPRESSURE DIFFERENTIAL INDICATORCALIBRATION COLUMNPULSATION DAMPER ASSEMBLYEXPANSION CHAMBER ASSEMBLYCHEMICAL FEED POINTBACK PRESSURE/ANTI SIPHON VALVEMOTOR OPERATED VALVENEEDLE VALVESOLENOID OPERATED VALVESPRING LOADED RELIEF VALVECHOPPERBACK PRESSURE VALVEPRESSURE RELIEF VALVETHREE-WAY VALVEPINCH VALVEBUTTERFLY VALVEHOISTING HOOKDRAINUTILITY STATION FIRE EXTINGUISHERCHECK VALVEPLUG VALVEGATE VALVEBALL VALVEPRESSURE GAUGETHERMOMETERPRESSURE SWITCHSTRAINERFLEXIBLE COUPLINGFIRE HYDRANTCLEAN OUTWATER STOPMANHOLELIGHTING STANDARDWATER SURFACE ELEVATION FLOW ARROWQUICK CONNECTORBLIND FLANGE, CAP, OR PLUGREDUCER OR INCREASERUNIONHOSE BIBBORSSGLOBE VALVES#TYPETELESCOPING VALVESOLSLIDE GATEKNIFE GATEKMY-STRAINERHOSE BIBFITPSVERTICAL TURBINE PUMPELECTROMAGNETIC FLOW METERMOTORMMMMMDOUBLE CHECK VALVEMAIR RELEASE VALVESUMP PUMPDAHL FLOW TUBETIPDIMETERING PUMPSUBMERSIBLE PUMPMPITHERMAL MASS FLOW METERROTARY LOBE PUMPRECIPROCATING PUMPCENTRIFUGEMMPIFOUL AIR LINEDRAIN LINETREATMENT PROCESS LINEDIAPHRAGM SEALMUD VALVEMOTOR-ARROW DENOTES VARIABLE SPEEDMSOLENOID OPERATED PUMPCONTROL VALVESELF ACTUATINGPRESSURE REGULATING VALVEORPISOLENOIDPRESSURE GAUGE WITHDIAPHRAGM SEALCENTRIFUGAL PUMPCONSTANT SPEEDCENTRIFUGAL PUMPVARIABLE SPEEDSUBMERSIBLE CHOPPER PUMPFINE BUBBLE DIFFUSERSORMPRIMARY ELEMENTFLOW INDICATING TRANSMITTERSTATIC MIXERMINSERTION ELECTROMAGNETICFLOW METER10-16-2023152
*
CAT5eGENERATORPLCWASHWATERRECLAMATION VALVESBFV-WR-281P-WR-1SAMMSP-WR-2SAMMSBFV-WR-292WASHWATERRECLAMATION PUMPSVLVACTUATORVLVACTUATORBFV-F-141BFV-F-142BFV-F-143BFV-F-152BFV-F-153BFV-F-154BFV-F-163BFV-F-164BFV-F-165BFV-F-174BFV-F-175BFV-F-176LIT-148LIT-159LIT-170LIT-181CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CONTROL ROOM8MULTILIN5MULTILIN38MULTILIN2B2AMULTILIN1BMULTILIN1AMULTILINMULTILIN108MULTILIN11AMULTILIN11BMULTILIN12A12MULTILINMULTILINMULTILINMPRMPRMULTILINMULTILINVFDVFDVFDF/OF/O
F/OF/OF/OSAMMSSAMMSF/OF/O
BFV-BB-441BFV-BB-444GENERATOR SWITCHGEAR ATELEPHONE ROOMSAMMSSAMMSMULTILINMULTILINMULTILINMULTILINMULTILINMULTILINETHERNET TOSERIAL PORTCONVERTERIFIX WORKSTATIONVLVACTUATORVLVACTUATORAIR SCOUR BLOWERVALVESRAPID MIXINGPUMPSCAUSTIC RECIRC.PUMPSP-SHR-2P-SHR-1P-PD-1P-PD-2MULTI PORTETHERNET/FOFIBERCONVERTER2x48 PORTETHERNETSWITCHCISCO 9300WORKSTATIONNO.2WORKSTATIONNO.1VLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORSLG-IOC-2INLETSLG-IOC-1INLETSLG-IOC-5OUTLETSLG-IOC-4INLETSLG-IOC-3INLETSLG-IOC-6OUTLETVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORMAIN SWITCHGEAR AMAIN SWITCHGEAR AHIGH SERVICE 4160V SWGOZONE GENERATION BUILDINGMAIN ELECTRICAL BUILDINGRAW WATER PUMP STATIONELECTRICAL BUILDINGBFV-RW-005BFV-RW-007BFV-RW-009P-RW-1P-RW-2P-RW-3BFV-RW-010BFV-RW-012BFV-RW-011P-HS-4P-HS-3P-HS-2P-HS-1A2A1ABB1B2ADMINISTRATION BUILDING ELECTRICAL ROOMFILTER CONTROL BUILDINGGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. DATA HIGHWAYS TOEQUIPMENT SHOWN DARK AND HATCHED SHALL BE DEMOLISHED.COMMUNICATION EQUIPMENT LOCATED INSIDE PLC CABINETS SHOWN DARKAND HATCHED SHALL BE DEMOLISHED.2.CAMERAS AND DOOR CARD READER NETWORK AND DEVICES NOT SHOWN.NOTES BY SYMBOL " "1.SERIAL COMMUNICATION BUS FOR FILTER ACTUATORS AND INSTRUMENTS WILL BEREMOVED AND REPLACED WITH INDIVIDUAL I/O.2.REMOVE GENERATOR PARALLELING SWITCHGEAR PLC FROM PLANT DATANETWORK. EXISTING GENERATOR PARALLELING SWITCHGEAR PLC SECTION TOREMAIN. UTILIZE EXISTING ENCLOSURE TO REROUTE CABLES TO PARALLELINGSWITCHGEAR MASTER CONTROLLER PROVIDED UNDER THIS CONTRACT.3.DEMOLISH PLC AND PLC ENCLOSURE.4.DEMOLISH MEDIA CONVERTER.5.DEMOLISH UNMANAGED SWITCH.6.DEMOLISH FILTER NETWORK CABINET. DEMOLISH POWER SUPPLIES ASSOCIATEDWITH THE FILTER NETWORK CABINET.7.DEMOLISH MANAGED SWITCH.8.DEMOLISH FIBER PATCH PANEL.9.DEMOLISH SERIAL RS-485 CONDUCTORS TO EQUIPMENT.CAT5eCAT5eMEDIACONVERTERFIBER OPTICPATCH PANELCAT5eFIBER OPTICPATCH PANELMEDIACONVERTERCAT5eF/OMANAGEDSWITCHFIBER OPTICPATCH PANELF/OCAT5eCHLORINE AND AMMONIASTORAGE ELECTRICAL ROOMFIBER OPTICPATCH PANELF/O F/OF/OF/OF/OMEDIACONVERTERVFDP-TP-3P-TP-2VFDVFDP-TP-1PV-TP-249WG-TP-1TPS PUMPSVLVACTUATORVLVACTUATORTRANSFER PUMP STATIONELECTRICAL ROOMFIBER OPTICPATCH PANELMEDIACONVERTERF/OPLC-03CPUI/OI/OF/OF/OF/OF/OF/OETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERTOPEASTEASTGALLERYTOPWESTWESTGALLERYBFV-F-144BFV-F-145BFV-F-155BFV-F-156BFV-F-166BFV-F-167BFV-F-177BFV-F-178GV-F-146GV-F-157GV-F-168GV-F-179DPIT-147DPIT-158DPIT-169DPIT-180FIT-149FIT-160FIT-171FIT-182AIT-151AIT-162AIT-233AIT-173AIT-184AIT-234BFV-F-185BFV-F-186BFV-F-187BFV-F-196BFV-F-197BFV-F-198BFV-F-207BFV-F-208BFV-F-209BFV-F-218BFV-F-219BFV-F-220LIT-192LIT-203LIT-214LIT-225BFV-F-188BFV-F-189BFV-F-199BFV-F-200BFV-F-210BFV-F-211BFV-F-221BFV-F-222GV-F-190GV-F-201GV-F-212GV-F-223DPIT-191DPIT-202DPIT-213DPIT-224FIT-193FIT-204FIT-215FIT-226AIT-195AIT-206AIT-235AIT-217AIT-228AIT-2361111CAT5e HIGH SERVICE PUMP STATIONMANAGEDSWITCHFIBER OPTICPATCH PANELF/O
PLC-04ETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERPLCPLC-06PLC-05SERIALRS-485PLCPLC-02MEDIACONVERTERTPS VALVESBLOWER BUILDINGSERIAL RS-485
SERIAL RS-485SERIAL RS-485NETWORK RACKCAT5eCAT5eCAT5eSERIAL RS-485CAT5eIFIXSERVERIFIXSERVERCAT5eCAT5eCPUI/OI/ODATACONCENTRATORCAT5eSERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485 SERIAL RS-485SERIAL RS-485SERIALRS-485SERIALRS-485FILTER NETWORK PANELINTERMEDIATE OZONECONTACTOR NO. 2INTERMEDIATE OZONECONTACTOR NO. 1SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485CPUI/OI/OPLCCPUI/OI/OR I/ORIO CABINETINTERMEDIATE OZONE CONTACTORSF/OSAMMSMV-FS-1CC-FS-1TV-FS-1TV-FS-2SAMMSCC-FS-2MV-FS-2SERIALRS-485FIBER OPTICPATCH PANELF/OUNMANAGEDSWITCHCAT5eETHERNET TOSERIAL PORTCONVERTERF/O CAT5eSERIALRS-485HACH5500SCANALYZERSERIAL RS-485FIBER OPTICPATCH PANELMEDIACONVERTERETHERNET TOSERIAL PORTCONVERTERNETWORKCABINETF/OF/OSERIALRS-485CAT5e F/O
CAT5e CPUI/OI/OPLCCPUI/OI/OPLCCPUI/OI/OPLCSERIAL RS-485SERIALRS-485CPUI/OI/OPLCCOMMNETCONVERTERR I/OPRE-OZONEPRE-OZONE CONTACTORSVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORSLG-POC-5OUTLETSLG-POC-1INLETSLG-POC-2INLETSLG-POC-4INLETSLG-POC-3INLETSLG-POC-6OUTLETPRE-OZONE CONTACTOR NO. 1PRE-OZONE CONTACTOR NO. 2SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485SERIAL RS-485
F/O CAT5ePLC-0710.REMOVE EXISTING MOXA ETHERNET TO SERIAL PORT CONVERTER AND STORE FOR REUSE.11.DEMOLISH EXISTING MOXA ETHERNET TI SERIAL PORT CONVERTER.12.DEMOLISH FEEDER PROTECTION RELAY. ALL OTHER RELAYS IN SWITCHGEAR WILL REMAIN.13.EXISTING PLC CONNECTED VIA HARD I/O ONLY.14.DEMOLISH MOTOR PROTECTION RELAY.15.DEMOLISH NETWORK CABINET.95442915104831084994999911769101414CPUI/OI/OPLCCU ION GEN. SYS.RAW WATER PUMP STATIONCHEMICAL BUILDING13CAT5e121299PLC-013F/O F/O F/O99
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:53 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-SYSM01.dwg Last Saved: 10/13/2023 3:47 PM Saved By: 04169Filename: N:\PI\PI-ALL-DG-SYSM01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-SYSM01.dwg
PROCESS & INSTRUMENTATION
.
EXISTING SCADA SYSTEM ARCHITECTUREPI-3POL
JTR
.
JWM 10-16-2023153
*
R I/OPRE-OZONECONTROL ROOMR I/O8MULTILIN5MULTILIN38MULTILIN2B2AMULTILIN1BMULTILIN1AMULTILINMULTILIN108MULTILIN11AMULTILIN11BMULTILIN12A12MULTILINMULTILINMULTILINF/OF/OGENERATOR SWITCHGEAR ATELEPHONE ROOMMULTI PORTETHERNET/FOFIBERCONVERTER2x48 PORTETHERNETSWITCHCISCO 9300WORKSTATIONNO.2WORKSTATIONNO.1GENERATOR PLCMAIN SWITCHGEAR AMAIN SWITCHGEAR AGENERAL NOTES:1.EQUIPMENT AND DATA HIGHWAYS SHOWN LIGHT ARE EXISTING TO REMAIN.EQUIPMENT AND DATA HIGHWAYS SHOWN DARK ARE TO BE PROVIDED UNDERTHIS CONTRACT.CAT5eCAT5eF/OFIBER OPTICPATCH PANELIFIX WORKSTATIONPLCFILTER CONTROL BUILDINGF/OF/OF/OF/OF/OFILTERSMAIN ELECTRICAL BUILDINGFIBER OPTICPATCH PANELMANAGEDSWITCHCAT5eATO MASTER CONTROLLERCHLORINE AND AMMONIA STORAGE ELECTRICAL ROOMFIBER OPTICPATCH PANELF/OCAT5eMANAGEDSWITCH ETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERPLCOITETHERNETSWITCH12SERIALRS-485F/OF/ONOTES BY SYMBOL " "1.INSTALL AND CONFIGURE OWNER FURNISHED MANAGED SWITCH. INTEGRATEMANAGED SWITCH INTO THE EXISTING PLANT DATA NETWORK.2.GENERATOR ATO MASTER CONTROLLER AND CONNECTION TO SWITCHGEARARE PROVIDED BY THE GENERATOR MANUFACTURER. ETHERNET SWITCH TOBE PROVIDED BY THE GENERATOR MANUFACTURER. COORDINATE WITHGENERATOR ATO MASTER CONTROLLER MANUFACTURER TO INTEGRATEPROVIDED ATO MASTER CONTROLLER INTO EXISTING DATA NETWORK.3.REROUTE RS-485 SERIAL CONNECTION TO SWITCHGEAR. FIELD VERIFY ORDEROF SERIAL CONNECTIONS FROM RELAY TO RELAY WITHIN SWITCHGEAR.TERMINATE SERIAL CONNECTION TO RELAY WITH AVAILABLE PORT. PROVIDEEND RESISTORS AS NEEDED.4.PROVIDE CAT5e DATA CONNECTION TO MULTILIN 850 FEEDER PROTECTIONRELAYS.SAMMSSAMMSSAMMSSAMMSRAPID MIXINGPUMPSCAUSTIC RECIRC.PUMPSP-SHR-2P-SHR-1P-PD-1P-PD-2ADMINISTRATION BUILDING ELECTRICAL ROOMFIBER OPTICPATCH PANELETHERNET TOSERIAL PORTCONVERTERSERIAL RS-485SERIAL RS-485MULTILINMULTILINMULTILINMULTILINMULTILINMULTILINMULTILINMULTILINHIGH SERVICE4160V SWGP-HS-4P-HS-3SWG2FPR-2SWG2FPR-1B1BAA1HIGH SERVICE PUMP STATIONMANAGEDSWITCHFIBER OPTICPATCH PANELETHERNET TOSERIAL PORTCONVERTERETHERNET TOSERIAL PORTCONVERTERNETWORK RACKSERIAL RS-485PLC-04CAT5eCAT5eCAT5eHIGH SERVICE 4160V SWGF/OF/OF/OF/OF/OF/OMANAGEDSWITCHFIBER OPTICPATCH PANELF/O
F/OMULTILINMULTILINHSP P1VFD FEEDERHIGH SERVICE PUMPSTATION VFD BUILDINGCAT5e
VFDP-TP-3P-TP-2VFDVFDP-TP-1TPS PUMPSTRANSFER PUMP STATION ELECTRICAL ROOMFIBER OPTICPATCH PANELMANAGEDSWITCHF/OETHERNET TOSERIALCONVERTERSERIALRS-485SERIAL RS-4859CAT5eSERIAL RS-4853144SERIAL RS-485CAT5e
IFIXSERVERIFIXSERVERCAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
CAT5e CAT5e CAT5e
OITSERIAL RS-485SERIAL RS-485SERIAL RS-485CPUI/OI/OPLCCPUI/OI/OPLCCPUI/OI/OPLCVFDVFDVFDRAW WATER PUMP STATION ELECTRICAL BUILDINGP-RW-1P-RW-2P-RW-3SERIAL RS-485CPUI/OI/ODATACONCENTRATORCAT5eCAT5eCAT5eCPUI/OI/OPLCCPUI/OI/OCPUI/OI/OPOWER/CONTROL BUILDING FILTERS 5-8CPUI/OI/OPLCCPUI/OI/OPLCSERIAL RS-485CPUI/OI/OPLCSERIAL RS-485MANAGEDSWITCHPLCCPUI/OI/OPRE-OZONE CONTACTORSCAT5eOZONE GENERATION BUILDINGMANAGEDSWITCHCPUI/OI/OPLCINTERMEDIATEOZONE CONTACTORSCPUI/OI/OPLCINTERMEDIATER I/OCOMMNETCONVERTERSERIAL RS-485SERIAL RS-485F/OGEN1GEN2NETWORKCARDNETWORKCARDCAT5eMULTILINSWG2MAIN BMULTILINSWG2MAIN AMULTILINSWG2XFMRFIBER OPTICPATCH PANELMANAGEDSWITCHCPUI/OI/OPLCETHERNET TOSERIAL PORTCONVERTERF/OF/OF/O
SERVICEJACKSERVICEJACKPOWER/CONTROL BUILDING FILTERS 1-4MANAGEDSWITCHSAMMSCC-FS-1SAMMSCC-FS-2SERIAL RS-4855.RS-485 SERIAL PLC MODULE.6.REROUTE RS-485 SERIAL CONNECTION TO VFD'S. TERMINATE SERIALCONNECTION TO VFD WITH AVAILABLE PORT. PROVIDE END RESISTORS ASNEEDED.7.PROVIDE PLC, ENCLOSURE, ASSOCIATED HARDWARE AND DEVICES.8.PROVIDE OIT AND ENCLOSURE.9.REROUTE RS-485 SERIAL CONNECTIONS TO COMPLETE THE CIRCUIT AFTERREMOVAL OF DEVICES FROM THE EXISTING SERIAL COMMUNICATION BUS.FIELD VERIFY EXACT BUS ROUTING.10.UTILIZE OWNER FURNISHED MOXA ETHERNET TO SERIAL PORT CONVERTERS.CONFIGURE AND INTEGRATE MOXA CONVERTERS INTO THE EXISTING PLANTDATA NETWORK.79111MEB-ATO-01D1-CAT5e
F/OMEB-GEN-01D1-CAT5eMEB-GEN-02D1-CAT5eF/OF/OFPR-VFD2-01D1-CAT5eFPR-VFD-01D1-CAT5eFPR-SWG2-01D1-CAT5eFPR-SWG2-02D1-CAT5eFPR-XFMR-01D1-CAT5ePLC13-01F
12C.-MM FIBER FPR1-HS-01D1-CAT5eHACH5500SCANALYZERSERIALRS-485FPR2-HS-01D1-CAT5ePLC11-01D2-CAT5eCAT5e SERIALRS-485610PLC03-01D
1-CAT5e
7778CAT5eCAT5ePLC09-01D3-CAT5eFIL-OIT-01FPATCH CABLEPLC08-01D2-CAT5eSERVICEJACKSERVICEJACK710711111712121313131-CAT5e
PATCH CABLE
PATCHCABLE
1-CAT5e
PLC10-01D3-CAT5e1-CAT5e1-CAT5ePATCH CABLE PATCH CABLE1-CAT5eHSP P2VFD FEEDERHSP P2 VFD (CONTROLLER &MULTILIN RELAY)VFD2-HS-01D2-CAT5eHSP P1 VFD (CONTROLLER &MULTILIN RELAY)VFD1-HS-01D2-CAT5eSWG2CPUI/OI/OPLCCU ION GEN. SYS.RWPS CHEMICAL BUILDINGPLC-0115AIT-5290AIT-5292AIT-5390AIT-5390-01A1-CAT5eAIT-5292-01A1-CAT5eAIT-5290-01A1-CAT5e11.PROVIDE ADDITIONAL ANALOG AND DISCRETE I/O MODULES AS NEEDEDTO INCORPORATE I/O PROVIDED UNDER THIS CONTRACT.12.GENERATOR NETWORK CARDS ARE PROVIDED BY GENERATORMANUFACTURER.13.PROVIDE FIBER PATCH PANEL.14.EXISTING PLC CONNECTED VIA HARD I/O ONLY.15.INSTALL NETWORKING EQUIPMENT AND DEVICES INSIDE PLC-01ENCLOSURE.16.PROVIDE PLC RS-485 NETWORK MODULE.17.REFER TO PI-4B FOR CONNECTION TO ACTUATOR MASTER STATION.14AIT-5293AIT-5293-01A1-CAT5eFIBER OPTICPATCH PANELPATCHCABLESINGLEMODEFIL-IFIX-01D1-CAT5eF/O F/O F/O
F/OF/O1-CAT5ePLC-06PLC-03PLC-13FILTER OIT PANEL8PLC-10PLC-09PLC-08PLC-077PLC-12PLC-05PLC-02PLC-1116FIBER OPTICPATCH PANELMASTERSTATION 1MASTERSTATION 2BV-RW-010RW-010-01DSERIAL RS-4855CAT5eCAT5eVFDVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORVLVACTUATORBFV-RW-005BFV-RW-007BFV-RW-009BFV-RW-012BFV-RW-011SERIAL RS-485SERIAL RS-4851717MS2-H-01DMS1-H-01DSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:54 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-SYSM02.dwg Last Saved: 10/13/2023 3:49 PM Saved By: 04169Filename: N:\PI\PI-ALL-DG-SYSM02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-SYSM02.dwg
PROCESS & INSTRUMENTATION
.
SCADA SYSTEM ARCHITECTURE IPI-4APOL
JTR
.
JWM 10-16-2023154
*
SEDIMENTATION BASINSFILTERS 5-8BACKWASH SYSTEMINTERMEDIATE OZONE CONTACTORSFILTERS 1-4PRE-OZONE CONTACTORSUNIT PROCESS LEGENDMASTER STATION 1(IN FILTERS 5-8 POWER/CONTROL BUILDING)MS1-H-01D1-CAT5eTO PLC-10MS1-01DBFV-F-209MS1-02DMS1-03DMS1-04DMS1-05DMS1-06DMS1-07DMS1-08DMS1-09DMS1-11DMS1-12DMS1-13DMS1-14DMS1-15DMS1-16DMS1-17DMS1-18DBFV-F-220BFV-F-219BFV-F-218BFV-F-207BFV-F-208BFV-F-197BFV-F-196BFV-F-185BFV-F-186BFV-F-198BFV-F-187BFV-F-188BFV-F-189BFV-F-199BFV-F-200BFV-F-210BFV-F-211MS1-10DMS1-20DMS1-21DMS1-22DMS1-23DMS1-24DMS1-25DMS1-26DMS1-27DBFV-F-221BFV-F-222BFV-BWSF-5BFV-BWSF-6BFV-BWSF-7BFV-BWSF-8MV-FS-1TV-FS-1BFV-BB-441MS1-19DMS1-29DMS1-30DMS1-31DMS1-32DMS1-33DMS1-34DMS1-35DMS1-36DBFV-BB-444BFV-WR-281BFV-WR-282BFV-BWS-3PV-TP-249WG-TP-1BFV-BWS-1BFV-BWS-2MS1-28DFILTER AIR SCOUR SYSTEMWATER RECLAMATION BASINTRANSFER PUMP STATIONGENERAL NOTES:1.ACTUATOR INTERCONNECTIONS AND CONNECTION TO MASTER STATION SHALL BE PAKSCAN.2.MASTER STATION SHALL CONNECT WITH THE PLC USING MODBUS TCP.MASTER STATION 2(IN FILTERS 1-4 POWER/CONTROL BUILDING)MS2-H-01D1-CAT5eTO PLC-09MS2-01DBFV-F-154MS2-02DMS2-03DMS2-04DMS2-05DMS2-06DMS2-07DMS2-08DMS2-09DMS2-11DMS2-12DMS2-13DMS2-14DMS2-15DMS2-16DMS2-17DMS2-18DBFV-F-143BFV-F-142BFV-F-141BFV-F-152BFV-F-153BFV-F-164BFV-F-163BFV-F-174BFV-F-175BFV-F-176BFV-F-165BFV-F-178BFV-F-177BFV-F-167BFV-F-166BFV-F-156BFV-F-155MS2-10DMS2-20DMS2-21DMS2-22DMS2-23DMS2-24DMS2-25DMS2-26DMS2-27DBFV-F-145BFV-F-144BFV-BWSF-1BFV-BWSF-2BFV-BWSF-3BFV-BWSF-4SLG-IOC-5SLG-IOC-6SLG-IOC-4MS2-19DMS2-29DMS2-30DMS2-31DMS2-32DMS2-33DMS2-34DMS2-35DMS2-36DSLG-IOC-2SLG-IOC-2SLG-IOC-1MV-FS-2TV-FS-2SLG-POC-6SLG-POC-5SLG-POC-1MS2-28DMS2-38DMS2-39DMS2-40DSLG-POC-3SLG-POC-4BFV-WR-292SLG-POC-2MS2-37DMS1-H-02D1-CAT5eTO PLC-10MS2-H-02D1-CAT5eTO PLC-09SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:54 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-SYSM03.dwg Last Saved: 7/28/2023 1:58 PM Saved By: 04169Filename: N:\PI\PI-ALL-DG-SYSM03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-SYSM03.dwg
PROCESS & INSTRUMENTATION
SCADA SYSTEM ARCHITECTURE II
MASTER STATION 1 & 2 LOOPSPI-4BPOL
JTR
.
JWM 10-16-2023155
*
D
MM
OUTSIDE
M
M
N.C.
TIT
5280
PI
5280
AIT
5280
O3120V
AE
5280
TSH
5276
FI
5270
ZSO
5276
ZSC
5276
ZSO
5264
ZSC
5264
FIT
5254A
FE
5262
FIT
5262
120V
PI-13
NON POTABLE WATER RETURN
TO INTERMEDIATE CONTACTOR
INLET CHANNEL
TIT
5274
PI
5270
PSH
5278
PSL
5278
NC
TIT
5283
MMZSC
5285
ZSO
5285
ZSC
5275
ZSO
5275
FE
5254A
FE
5254B
FIT
5254B
HIGH RANGE
LOW RANGE
OUTSIDE
GEN-OZ-1
OZONE GENERATOR
NO. 1
TE
5274TE
5283
TE
5280
NONPOTABLE
WATER
W2
BFV-OZ-5264
BV-OZ-5275
BV-OZ-5276
BFV-OZ-5285
SV-5281
W2
W2
GOX
PSU-OZ-1
POWER SUPPLY
UNIT NO. 1
OZG
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:58 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\PI-5.dwg Last Saved: 10/11/2022 12:33 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\PI-5.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-5.dwgSTATION
EYEWASH/SHOWER
FSH
309
PI-5PROCESS & INSTRUMENTATIONOZONE GENERATOR NO.1GTKKBKPI-7/ PI-8
PRE-OZONE CONTACTORS
NO. 1 AND NO. 2
GASEOUS OXYGEN
FROM VAPORIZOR
DISTRIBUTION
NONPOTABLE WATER TO
OZONE GENERATOR NO.2
156
*
FE
5362ZSC
5364
ZSO
5364 MM
FIT
5362
120V
TIT
5383
PI
5370
TIT
5374
PSL
5378
PSH
5378
TSH
5376OUTSIDE
ZSO
5385
ZSC
5385 MM
AE
5380
PI
5380
TIT
5380
AIT
5380
O3120V
ZSC
5376
ZSO
5376 M
FI
5370
ZSO
5375
ZSC
5375
M
FE
5354B
FIT
5354B
LOW RANGE
HIGH RANGE
FE
5354A
FIT
5354A
OUTSIDE
GEN-OZ-2
OZONE GENERATOR
NO. 2
TE
5383
TE
5374
TE
5380
BFV-OZ-5364
BFV-OZ-5385
BV-OZ-5376
BV-OZ-5375
SV-5381
GOX
W2
OZG
OZG
OZG
W2
PSU-OZ-2
POWER SUPPLY
UNIT NO. 2
STATION
EYEWASH/SHOWER
FSH
5392
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:58 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\PI-6.dwg Last Saved: 10/11/2022 12:36 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - OG - Ozone Generation Building\Arcadis\Sheets\PI-6.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-6.dwgPI-6PROCESS & INSTRUMENTATIONOZONE GENERATOR NO.2GTKKBKPI-13/ PI-14
INTERMEDIATE
CONTACTORS
NO. 1 AND NO. 2
PRE-OZONE
CONTACTORS
NO. 1 AND NO. 2
PI-5
OZONE GENERATOR
NO. 1
PI-14
NONPOTABLE WATER RETURN
TO INTERMEDIATE CONTACTOR
INLET CHANNEL
PI-7/ PI-8
D
N.C.
NC
GASEOUS OXYGEN
FROM VAPORIZOR
DISTRIBUTION
NONPOTABLE
WATER SUPPLY
157
*
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:04 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-7.dwg Last Saved: 10/11/2022 12:24 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-7.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-7.dwgPI-7PROCESS & INSTRUMENTATIONPREOZONE CONTACTOR NO.1GTKKBKM
CONTACTOR
INLET CHANNEL
M
VAC PRESS
D
PI
5440
LIT
5405
120V
LE
5405
FIT
5412
120VPI
5407
TI
5406
DPI
5444
M
SLG-POC-5
OZONE CONTACTOR
NO. 1 OUTLET GATE
SLG-POC-1
OZONE CONTACTOR
NO. 1 INLET GATE 1
ZSO
5410
ZSC
5410
ZIT
5408
VAC
ZSO
5449
ZSC
5449
FILTER
NH3
POTABLE WATER
M
SMP-POC-1
PI
5402
B-POC-1
CONTACTOR
BLOWER
ALP
OZG/ALP
LSHH
5450
FE
5412
INTAKE
AIR
M
ZSC
5411
ZSO
5411
SLG-POC-2
OZONE CONTACTOR
NO. 1 INLET GATE 2
CONTACTOR NO. 1 FLOOR SUMP
TAP
SAMPLE
PRE-OZONATION
OZG
OZ/RW
OFG
BYP
BLOW OFF FOR
STATE WATER
BV-OZ-5408
OZG
D
RW/WR
FE
POC-FE-1
AE
5416
AIT
5416
O3R120V
SEE NOTES
M
FE
POC-FE-2
PSH
POC-PSH-1
PI
POC-PI-1
RETURN TO
CONTACTOR
PI-5/ PI-6
OZONE GENERATOR
NO. 1 AND NO. 2
RAW WATER FROM
LAKE RAY ROBERTS
RAPID MIXER &
SPLITTER BOX
PI-9/ PI-10
OFF-GAS DESTRUCT
SYSTEM NO. 1 & NO. 2
PI-23
MAIN DRAIN
SUMP
PI-8
PREOZONE
CONTACTOR NO. 2
1.REMOVE AND REINSTALL ALL EXISTING OZONE
RESIDUAL ANALYZERS/TRANSMITTERS TO REMAIN.
2.REPLACE ALL DISSOLVED OZONE RESIDUAL ANALYZER
FILTERS AND CALIBRATE AFTER REINSTALLED.
GENERAL NOTES
W1
CHLORINE SYSTEM
CLV
CLS
AMMONIATORS
PI-17
PI-11
RSP-POC-1
M
M
PI-19
WASHWATER
RECLAMATION BASIN
PI-25
PREOZONE
CONTACTOR NO.2
158
*
ZSC
5461
ZSO
5461
SLG-POC-4
OZONE CONTACTOR
NO. 2 INLET GATE 2
LE
5455
LIT
5455
120V
M
OZG
TI
5455
PI
5457
FIT
5462
120V
M
ZIT
5458
DPI
5494 D
VAC
PI
5490
VAC PRESS
M
SLG-POC-6
OZONE CONTACTOR
NO. 2 OUTLET GATE
ZSC
5499
ZSO
5499M
OZG/ALP
LSHH
5500
FE
5462
SLG-POC-3
OZONE CONTACTOR
NO. 2 INLET GATE 1
ZSO
5460
ZSC
5460
M
ALP
OFG
OZ/RW
STATE WATER
BLOW OFF FOR
PREOZONE CONTACTOR NO. 2 FLOOR SUMP
SMP-POC-2
PRE-OZONATION
INLET CHANNEL
CONTACTOR
TAP
SAMPLE
BV-OZ-5458
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:04 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-8.dwg Last Saved: 10/11/2022 12:26 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-8.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-8.dwgPROCESS & INSTRUMENTATIONPREOZONE CONTACTOR NO.2GTKKBKBYP
D
FE
POC-FE-3
AE
5466
AIT
5466
O3R120V
SEE NOTES
FE
POC-FE-4
PSH
POC-PSH-2
PI
POC-PI-2
RETURN TO
CONTACTOR
M
PI-9/ PI-10
OFF-GAS DESTRUCT
SYSTEM NO.1 & NO. 2
PI-23
MAIN DRAIN
SUMP
PI-5/ PI-6
OZONE GENERATOR
NO. 1 AND NO. 2
PI-8
GENERAL NOTES
NH3
POTABLE WATER
RW/WR
RAW WATER FROM
LAKE RAY ROBERTS
W1
CHLORINE SYSTEM
CLV
AMMONIATORS
PI-7
PREOZONE
CONTACTOR BLOWER
PI-11
RAPID MIXER &
SPLITTER BOX
RSP-POC-2
M
M
1.REMOVE AND REINSTALL ALL EXISTING OZONE
RESIDUAL ANALYZERS/TRANSMITTERS TO REMAIN.
2.REPLACE ALL DISSOLVED OZONE RESIDUAL ANALYZER
FILTERS AND CALIBRATE AFTER REINSTALLED.
PI-25
159
*
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:04 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-9.dwg Last Saved: 10/11/2022 12:27 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-9.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-9.dwgPROCESS & INSTRUMENTATIONPREOZONE OFF GAS DESTRUCT SYSTEM NO.1GTKKBKSILENCERMM
D
M
ATMOSPHERE
VENT TO
AE
5978
AIT
5978
O3120V
PI
5968
VAC
PSL
5968
TE
5966
TIT
5966
PDIT
5964
TSH
5958
ZIT
5954
PIT
5956
AIT
5952
O3120V
AE
5952
HS
5960A
L/R
HS
5960B
00
TE
5954
TIT
5954
HTX-OFG-5960
PREHEATER
NO. 1
CDU-OFG-5964
CATALYST DESTRUCT
NO. 1BFV-OFG-5954
DSX-POC-1
OFF GAS BLOWER NO. 1
OFG
OFG OFG
HEATERZSO
5954
ZSC
5954
BFV-OFG-5967
ZIT
5967MMATM
OZONE
ANALYZER
(MED CONC)
OZONE
ANALYZER
(LOW CONC)
PI-8
PREOZONE
CONTACTOR
NO. 2
PI-7
PREOZONE
CONTACTOR
NO. 1
PI-10
PREHEATER NO. 2
PI-9
160
*
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 4:05 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-10.dwg Last Saved: 10/11/2022 12:29 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - POC - Pre-Ozone Contactors\Arcadis\Sheets\PI-10.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-10.dwgTIT
6004
TE
6004
ZIT
6004 MM
TSH
6008
HS
6010B
00
HS
6010A
L/R AIT
6028
O3120V
PDIT
6014
D
PI
6018
VAC
TE
6016
PSL
6018
TIT
6016
M
AE
6028 SILENCERVENT TO
ATMOSPHERE
HTX-OFG-6010
PREHEATER
NO. 2
CDU-OFG-6014
CATALYST DESTRUCT
NO. 2BFV-OFG-6004
DSX-POC-2
OFF GAS BLOWER NO. 2
OFG
HEATER
BFV-OFG-6017
ATM
ZIT
6017MM
ZSC
6004
ZSO
6004
PI-10PROCESS & INSTRUMENTATIONPREOZONE OFF GAS DESTRUCT SYSTEM NO.2GTKKBKOZONE
ANALYZER
(LOW CONC)
PI-9
PREOZONE CONTACTORS
NO. 1 AND NO. 2
161
*
2022-10-21162
*
2022-10-21163
*
M M
INTERMEDIATE CONTACTOR INLET CHANNEL
M
VAC PRESS
D
ZSO
5611
ZSC
5611
PI
5639
LE
5605
FIT
5618
FIT
5612
PI
5605
TI
5605FIT
5604
120V
CONTACTOR
DRAIN
SW
PRV-5640
CELL 1 CELL 2
DPI
5644
ZSC
5649
ZSO
5649M
LIT
5605
120V
ZIT
5620
ZIT
5608
OZG
B-IOC-1
INTERMEDIATE OZONE
CONTACTOR BLOWER
ALP
PI
5601
SMP-IOC-1
M
INTERMEDIATE OZONE
LSHH
5650
FE
5604
FE
5618
FE
5612
OZ/SW
ZSO
5610
ZSC
5610
M
AIR
INTAKE
FILTER
OZG OFG
M
SP-IOC-1
SAMPLE PUMP
CONTACTOR NO. 1 FLOOR SUMP
W2
D
AE
5603
AIT
5603
TURB120V
PI-13PROCESS & INSTRUMENTATIONINTERMEDIATE OZONE CONTACTOR NO. 1GTKKBKSHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:53 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-13.dwg Last Saved: 10/12/2022 12:33 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-13.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-13.dwgSLG-IOC-5
OZONE CONTACTOR
NO. 1 OUTLET GATE
SLG-IOC-2
OZONE CONTACTOR
NO. 1 INLET GATE 2
SLG-IOC-1
OZONE CONTACTOR
NO. 1 INLET GATE 1
BV-OZ-5620BV-OZ-5608
SAMPLE TO LAB
AREA AND
TESTING ROOM
M
FE
IOC-FE-5
PSH
IOC-PSH-1
PI
IOC-PI-1
FE
IOC-FE-4
AIT
5634
O3R120V
AE
5634
FE
IOC-FE-3
AIT
5628
O3R120V
AE
5628
FE
IOC-FE-2
AIT
5622
O3R120V
AE
5622
FE
IOC-FE-1
AE
5616
AIT
5616
O3R120V
SEE NOTES
RETURN TO
CONTACTOR
PI-17
FILTER INFLUENT
CHANNEL
PI-15
OFF-GAS DESTRUCT
SYSTEM NO. 1 & NO. 2
PI-5
NONPOTABLE WATER
RETURN FROM OZONE
GENERATOR NO. 1
PI-12
FLOC/SED
BASIN NO. 1
PI-5/ PI-6
OZONE GENERATORS
NO. 1 AND NO. 2
1.REMOVE AND REINSTALL ALL EXISTING OZONE RESIDUAL
ANALYZERS/TRANSMITTERS TO REMAIN.
2.REPLACE ALL DISSOLVED OZONE RESIDUAL ANALYZER FILTERS
AND CALIBRATE AFTER REINSTALLED.
GENERAL NOTES
PI-14
PI-14
INTERMEDIATE OZONE
CONTACTOR NO. 2
INTERMEDIATE OZONE
CONTACTOR NO. 2
RSP-IOC-1
M
M
SEE NOTES
164
*
SW
TIT
5651
LE
5655
ZSO
5661
LIT
5655
120V
ZSC
5661
M
CELL 1 CELL 2
FIT
6604
120V
OZG
M
ZIT
6608
TI
5665
PI
5665
FIT
5662
FIT
5668
ZIT
5670
M
PI
5689
ZSC
5699
LSHH
5700
SMP-IOC-2
M
D
ZSO
5699
DPI
5694
M
PRV-5690
VAC PRESS
CONTACTOR
DRAIN
FE
6604
FE
5668
FE
5662
TE
5651
INTERMEDIATE CONTACTOR INLET CHANNEL
SLG-IOC-3
OZONE CONTACTOR
NO. 2 INLET GATE 1
ZSO
5660
ZSC
5660
M
SLG-IOC-4
OZONE CONTACTOR
NO. 2 INLET GATE 2
SLG-IOC-6
OZONE CONTACTOR
NO. 2 OUTLET GATE
OZ/SW
OFGALP
OZG/ALP
CONTACTOR NO. 2 FLOOR SUMP
INTERMEDIATE OZONE
POTABLE WATER
W1 AIT
5653
NH3120V
AE
5653
AE
5652
AIT
5652
CL2120V
BV-OZ-5670BV-OZ-6608
W2
D
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:55 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-14.dwg Last Saved: 10/12/2022 12:34 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-14.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-14.dwgM
FE
IOC-FE-10
PSH
IOC-PSH-2
PI
IOC-PI-2
FE
IOC-FE-9
AIT
5684
O3R120V
AE
5684
FE
IOC-FE-8
AIT
5678
O3R120V
AE
5678
FE
IOC-FE-7
AIT
5672
O3R120V
AE
5672
FE
IOC-FE-6
AE
5666
AIT
5666
O3R120V
SEE NOTES
PI-14PROCESS & INSTRUMENTATIONINTERMEDIATE OZONE CONTACTOR NO. 2GTKKBKRETURN TO
CONTACTOR
PI-6
NONPOTABLE WATER
RETURN FROM OZONE
GENERATOR NO. 2
PI-12
FLOC/SED
BASIN NO. 2
INTERMEDIATE OZONE
CONTACTOR BLOWER
PI-5/ PI-6
OZONE GENERATORS
NO. 1 AND NO. 2
PI-17
FILTER INFLUENT
CHANNEL
PI-15
OFF-GAS DESTRUCT
SYSTEM NO. 1 & NO. 2
GENERAL NOTES
PI-13
AMMONIATORS
NH3
CHLORINE SYSTEM
CLV
CLS
RSP-IOC-2
M
M
1.REMOVE AND REINSTALL ALL EXISTING OZONE RESIDUAL
ANALYZERS/TRANSMITTERS TO REMAIN.
2.REPLACE ALL DISSOLVED OZONE RESIDUAL ANALYZER FILTERS
AND CALIBRATE AFTER REINSTALLED.
SEE NOTES
165
*
AE
6030
AIT
6030
O3120V
TIT
6033
TE
6033
ZIT
6032
PIT
6031
MM
TSH
6034
HS
6035B
00
HS
6035A
L/R AIT
6041
O3120V
PDIT
6036
D
PI
6038
VAC
TE
6037
PSL
6038
TIT
6037
M
AE
6041 SILENCERVENT TO
ATMOSPHERE
HTX-OFG-6035
PREHEATER
NO. 1
CDU-OFG-6036
CATALYST DESTRUCT
NO. 1BFV-OFG-6032
DSX-IOC-1
OFF GAS BLOWER NO. 1
OFG
OFG OFG
BFV-OFG-6039
ATM
ZIT
6039MM
ZSC
6032
ZSO
6032
HEATER
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:55 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-15.dwg Last Saved: 10/12/2022 12:34 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-15.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-15.dwgPI-15PROCESS & INSTRUMENTATIONOFF GAS DESTRUCT SYSTEM TRAIN NO.1GTKKBKINTERMEDIATE OZONEOZONE
ANALYZER
(MED CONC)
OZONE
ANALYZER
(LOW CONC)
PI-14
INTERMEDIATE OZONE
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PI-13
INTERMEDIATE OZONE
CONTACTOR NO. 1
PI-16
PREHEATER NO. 2
166
*
SHEET
SEQ.this sheet, adjust scale.drawing. If not one inch on Bar is one inch on original ISSUENO.VERIFY SCALE01DATEBYF&N JOB NO.FILE NAMECHECKEDREVISEDDRAWNDESIGNEDDATEPlot Date: 10/12/2022 3:55 PM Plot By: KKasperek Filename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-16.dwg Last Saved: 10/12/2022 12:35 PM Saved By: KKasperekFilename: C:\Users\KKasperek\ACCDocs\Freese and Nichols\Lake Ray Roberts Water Treatment Improvements\Project Files\50 - IOC - Intermediate Ozone Contactors\Arcadis\Sheets\PI-16.dwgACAD Rel: 24.1s (LMS Tech)ARCADIS-US, INC.TEXAS REGISTERED FIRM F-533101 S. Locust, Suite 202Denton, TX 76201Phone - (940) 220-4340Web - www.freese.comCITY OF DENTON, TEXASDTN20672OCTOBER 2022RAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSBID SUBMITTAL PI-16.dwgPI-16PROCESS & INSTRUMENTATIONOFF GAS DESTRUCT SYSTEM TRAIN NO.2GTKKBKINTERMEDIATE OZONETE
6053
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167
*
2022-10-21168
*
2022-10-21169
*
2022-10-21170
*
2022-10-21171
*
2022-10-21172
*
2022-10-21173
*
2022-10-21174
*
2022-10-21175
*
RWRWRWMRWMRWP-RW-1RAW WATER PUMPP-RW-2RAW WATER PUMPMBFV-RW-012BFV-RW-004BV-RW-010BFV-RW-011METER VAULT NO. 1RWP-RW-3RAW WATER PUMP(JOCKEY PUMP)RWMRWSMP-MV-1MRWWRRW/WRRW/WRDMSP-CL-1SAMPLE PUMPSAMPLE TOROOMLAB AREAAND TESTINGPE001API001PSH001PE001BSDPE002APIT002PSH002PE002BSDBFV-RW-005BFV-RW-007BFV-RW-006PE003APIT003PSH003PE003BSDBFV-RW-009BFV-RW-008PE013APIT013PSL013PE013BSDRAW WATERFROM LAKERAY ROBERTSMMMZSC009ZS0009ZIT010MDRAINMLSHH019AIT014TURB120VAIT015pH/T120VAE014AE015PE016PIT016AIT017TOC120VAE017FE018FIT018120VPI-19WASHWATERPUMP STATIONPI-8PRE-OZONECONTACTOR NO. 2PI-7PRE-OZONECONTACTOR NO. 1ZSC007ZS0007ZSC005ZS0005ZSC011ZS0011ZSC012ZS0012SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:55 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-PROC25.dwg Last Saved: 9/27/2023 11:42 AM Saved By: 04169Filename: N:\PI\PI-ALL-DG-PROC25.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-PROC25.dwg
PROCESS & INSTRUMENTATION
RAW WATER PUMP STATIONPI-25YL
TMG
-
DWS 2023/10/16176
*
NOTES BY SYMBOL " "1.OPERATOR WORK STATION FOR FILTERS WILL BE THEEXISTING IFIX WORKSTATION AND FILTER OITTOUCHSCREEN LOCATED IN THE FILTER CONTROLBUILDING.2.SEDIMENTATION BASIN 1 CROSS COLLECTOR MUDCONTROL VALVE IS CONNECTED TO MASTER STATION 1,SEDIMENTATION BASIN 2 CROSS COLLECTOR MUDCONTROL VALVE IS CONNECTED TO MASTER STATION 2.3.SEDIMENTATION BASIN 1 SLUDGE SUMP TELESCOPINGVALVE IS CONNECTED TO MASTER STATION 1,SEDIMENTATION BASIN 2 SUMP TELESCOPING VALVE ISCONNECTED TO MASTER STATION 2.TAG #RANGESIGNALDESCRIPTIONLOOP :067, 087SLUDGE SUMP TELESCOPING VALVE(TYP 2)OWSFIELDMASTER STATIONPLC-06TAG #RANGESIGNALDESCRIPTIONLOOP :069, 070, 089, 090SEDIMENTATION BASIN SLUDGECOLLECTORS (TYP 4)OWSFIELDMCC(OPERATIONSBUILDING)PLC-06TAG #RANGESIGNALDESCRIPTIONLOOP :067, 087SEDIMENTATION BASIN CROSSCOLLECTOR MUD CONTROL VALVE (TYP 2)OWSFIELDMASTER STATIONPLC-06TAG #RANGESIGNALDESCRIPTIONLOOP :TAG #RANGESIGNALDESCRIPTIONLOOP :005, 007, 009, 011, 012RAW WATER PUMP STATIONBUTTERFLY VALVESOWSFIELDPLC-01141, 152, 163, 174, 185, 196, FILTER INLET VALVE (TYP 8)OWSFIELDFILTER 1-4: PLC-09FILTER 5-8: PLC-10207, 218TAG #RANGESIGNALDESCRIPTIONLOOP :142, 153, 164, 175, 186, 197, FILTER ISOLATION VALVE (TYP 8)OWSFIELD208, 219TAG #RANGESIGNALDESCRIPTIONLOOP :143, 154, 165, 176, 187, 198, FILTER EFFLUENT VALVE (TYP 8)OWSFIELD209, 220FILTER 1-4: PLC-09FILTER 5-8: PLC-10FILTER 1-4: PLC-09FILTER 5-8: PLC-10REMOTEENABLEDYLVALVE OPENZSOVALVE CLOSEDZSCCLOSE VALVEZCCOPEN VALVEZCOooooooooooooooooooooYLVALVEOPENYLVALVECLOSEDYLL/RMES, 480V, 3PFAILYA
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SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:55 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP01.dwg Last Saved: 10/13/2023 3:47 PM Saved By: 04169Filename: N:\PI\PI-ALL-DG-LOOP01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP01.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS IPI-26POL
JTR
.
JWM 10-16-2023177
*
NOTES BY SYMBOL " "1.OPERATOR WORK STATION FOR FILTERS WILL BE THEEXISTING IFIX WORKSTATION AND FILTER OITTOUCHSCREEN LOCATED IN THE FILTER CONTROLBUILDING.TAG #RANGESIGNALDESCRIPTIONLOOP :TAG #RANGESIGNALDESCRIPTIONLOOP :010RAW WATER PUMP STATIONBALL VALVEOWSFIELD PLC-01144, 155, 166, 177, 188, 199,FILTER RECYCLE VALVE (TYP 8)OWSFIELDTAG #RANGESIGNALDESCRIPTIONLOOP :145, 146, 156, 157, 167, 168,FILTER AIR SCOUR AND VENT VALVES(TYP 8)OWSFIELDTAG #RANGESIGNALDESCRIPTIONLOOP :147, 158, 169, 180, 191, 202FILTER DPIT (HEAD LOSS) (TYP 8)OWSFIELD210, 221178, 179, 189, 190, 200, 201, 211,212, 222, 223213, 224TAG #RANGESIGNALDESCRIPTIONLOOP :148, 159, 170, 181, 192, 203FILTER LEVEL (TYP 8)OWSFIELD214, 225TAG #RANGESIGNALDESCRIPTIONLOOP :149, 160, 171, 182, 193, 204, FILTER EFFLUENT FLOW (TYP 8)OWSFIELD215, 226TAG #RANGESIGNALDESCRIPTIONLOOP :151, 162, 173, 184, 195, 206FILTER EFFLUENT TURBIDITY (TYP 8)OWSFIELD217, 228REMOTEENABLEDYLVALVE OPENZSOVALVE CLOSEDZSCCLOSE VALVEZCCOPEN VALVEZCOooooooooooooooooooooYLVALVEOPENYLVALVECLOSEDHSL/Ro o o o o o o oES, 480V, 3PFILTER 1-4: PLC-09FILTER 5-8: PLC-10FILTER 1-4:PLC-09FILTER 5-8:PLC-10FILTER 1-4: PLC-09FILTER 5-8: PLC-10FILTER 1-4: PLC-09FILTER 5-8: PLC-10FILTER 1-4: PLC-09FILTER 5-8: PLC-10FILTER 1-4: PLC-09FILTER 5-8: PLC-10111111REMOTEENABLEDYL
VALVE OPENZSO
VALVE CLOSEDZSCCLOSE VALVEZCCOPEN VALVEZCOoooo
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CLOSEDFE149 FILTER 1-4: MASTER STATION 2FILTER 5-8: MASTER STATION 1FILTER 1-4: MASTER STATION 2FILTER 5-8: MASTER STATION 1OVERTORQUEALARMYAooooYAooooGENERALFAILURE ALARMYAooooCOMMUNICATIONFAILUREYAoooooooooooooooo
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SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:54 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP02.dwg Last Saved: 10/13/2023 3:46 PM Saved By: 04169Filename: N:\PI\PI-ALL-DG-LOOP02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP02.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS IIPI-27POL
JTR
.
JWM 10-16-2023178
*
TAG #RANGESIGNALDESCRIPTIONLOOP :261, 262HIGH SERVICE PUMP STATION PUMPS (TYP P-HS-1, P-HS-2)OWSFIELDVFDPLC-12TAG #RANGESIGNALDESCRIPTIONLOOP :WASHWATER RECLAMATIONBASIN LEVELOWSFIELDPLC-13TAG #RANGESIGNALDESCRIPTIONLOOP :281WASHWATER RECLAMATIONBASIN INLET VALVEOWSFIELDPLC-13TAG #RANGESIGNALDESCRIPTIONLOOP :BWFS-1,2,3,4,5,6,7,8FILTER BACKWASH VALVESOWSFIELDPLC-13WASHWATERRECLAMATIONBASIN CONTROLPANELREMOTE
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SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:53 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP03.dwg Last Saved: 6/8/2022 3:24 PM Saved By: majFilename: N:\PI\PI-ALL-DG-LOOP03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP03.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS IIIPI-28POL
JTR
.
JWM 10-16-2023179
*
TAG #RANGESIGNALDESCRIPTIONLOOP :WASHWATER RECLAMATIONBASIN PUMPS (TYP 3)OWSFIELDWASHWATERRECLAMATIONBASIN CONTROLPANELMCC-TPSPLC-13TAG #RANGESIGNALDESCRIPTIONLOOP :MAIN DRAIN SUMP PUMPS (TYP 3)OWSFIELDMAIN DRAINSUMPPLC-13TAG #RANGESIGNALDESCRIPTIONLOOP :MAIN DRAIN SUMP LEVELOWSFIELDMAIN DRAINSUMP CONTROLPANELPLC-13TAG #RANGESIGNALDESCRIPTIONLOOP :5290, 5390OZONE GENERATION BUILDINGAMBIENT OZONE MONITOROWSFIELDPLC-024-20mAAIT-5290AMBIENT OZONE 1 LEVELTBD4-20mAAIT-5390AMBIENT OZONE 2 LEVELTBDAE(O3)A A Ao o AMBIENTOZONELIooo o o o AMBIENTOZONELIHIGH AMBIENTOZONELAH MTSHLDSES, 480V, 3PIYLHSYLYLHSHSYIPUMPREADYSTARTSTOPPUMPSTOPPUMPRUNPUMPFAILUREPUMPRESET IYLYLHSHSYIHSPUMPREADYSTARTSTOPPUMPSTOPPUMPRUNPUMPL/O/R o o PUMPRUNNINGYIDooPUMPFAILUREYADDooooPUMP START/STOPo o LEVELLIAAAA
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o o o o HSVALVEOPENHSVALVECLOSED
HSVALVE
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EXCEEDEDYAoooo
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FAILUREYAoooooooooooooooooooOVERTORQUE
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FAILURE ALARMYAoooo
COMMUNICATION
FAILUREYAoooooooooooooooo
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:55 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP05.dwg Last Saved: 9/30/2022 11:22 AM Saved By: 03823Filename: N:\PI\PI-ALL-DG-LOOP05.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP05.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS IVPI-29POL
JTR
.
JWM 10-16-2023180
*
TAG #RANGESIGNALDESCRIPTIONLOOP :CHEMICAL CONTAINMENT PIT PUMPS(TYP 2)OWSFIELDCHEMICALCONTAINMENTPIT CONTROLPANELPLC-07TAG #RANGESIGNALDESCRIPTIONLOOP :CHEMICAL CONTAINMENT PIT LEVELOWSFIELDCHEMICALCONTAINMENTPIT CONTROLPANELPLC-07TAG #RANGESIGNALDESCRIPTIONLOOP :5390PRE-OZONE CONTACTOR GALLERYAMBIENT OZONE MONITOROWSFIELDPLC-07TAG #RANGESIGNALDESCRIPTIONLOOP :5420, 5470PRE-OZONE CONTACTORSAMPLE RETURN PUMPSOWSFIELDPUMP STARTERPLC-07TAG #RANGESIGNALDESCRIPTIONLOOP :5952, 5978, 6028PRE-OZONE OFF GAS DESTRUCT UNITOZONE CONCENTRATIONOWS(OZONE OWS)FIELDPLC-02 RIO(OZONE PLC)HSYLYLHSRESETHIGHPRESSURERUNNINGON/OFF Do o RUNNINGYLDooCOMMON ALARMYAPSHPIMES 120VAC, 1PA A Ao o AMBIENT
OZONEAIoo o o o o AMBIENT
OZONEAI
HIGH AMBIENT
OZONEAAH
4-20mAAIT-5551POC AMBIENT OZONE LEVELTBD4-20mAAIT-5952TBDPOC PREDESTRUCT UNIT OZONECONCENTRATION4-20mAAIT-5978TBDPOC DESTRUCT UNIT 1 OZONECONCENTRATION4-20mAAIT-6028TBDPOC DESTRUCT UNIT 2 OZONECONCENTRATIONAE(O3)A Ao o AMBIENT
OZONEAIoo o o o OZONEAI
HIGH OZONE
CONCENTRATIONAAH o o LIAA A AYAHHIGH LEVELALARMYLHSALARMSILENCEYLPOWER ONILITLELSHLSLYACCP HIGH LEVELBEACON/SOUNDERLEVELLOW LEVELCUTOFFCCP PUMPLOOPICCP LEVELLOOPYLPOWER
HSYLHSYLSTART
PUMP
RUNNING
STOP
PUMP
LUBE
YASMFSLHSRESETHSALARMTESTHSE. STOP 4-20mALIT-CCP-1TBDCCP LEVELo o o o PUMP
RUNNINGYLDAE(O3)AITES 120VAC, 1PBEABEACON/SOUNDERTAG #RANGESIGNALDESCRIPTIONLOOP :5410,5411,5449,5460,5461,5499PRE-OZONE CONTACTOR INLET/OUTLETGATE VALVESOWSFIELDMASTER STATION 2PLC-13REMOTE
ENABLEDYL
VALVE OPENZSOVALVE CLOSEDZSC
o o o o
o o o o
o o o o
YLVALVE
OPENYLVALVE
CLOSEDHSL/R
o o o o o o o o o o o o oES, 480V, 3PMCLOSE VALVEZCCOPEN VALVEZCOoooo
o o o oTAG #RANGESIGNALDESCRIPTIONLOOP :5610,5611,5649,5660,5661,5699INTERMEDIATE OZONE CONTACTORINLET/OUTLET GATE VALVESOWSFIELDMASTER STATION 2PLC-13REMOTE
ENABLEDYL
VALVE OPENZSOVALVE CLOSEDZSC
o o o o
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COMMUNICATION
FAILUREYAoooooooooooooooo
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:55 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP04.dwg Last Saved: 6/8/2022 3:24 PM Saved By: 03887Filename: N:\PI\PI-ALL-DG-LOOP04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP04.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS VPI-30POL
JTR
.
JWM 10-16-2023181
*
TAG #RANGESIGNALDESCRIPTIONLOOP :6030, 6041, 6061INTERMEDIATE OZONE OFF GASDESTRUCT UNIT OZONE CONCENTRATION (TYP 3)FIELDPLC-01 RIO(OZONE PLC)TAG #RANGESIGNALDESCRIPTIONLOOP :5711INTERMEDIATE OZONE CONTACTORGALLERY AMBIENT OZONE MONITOROWSFIELDPLC-10TAG #RANGESIGNALDESCRIPTIONLOOP :5640, 5690INTERMEDIATE OZONE CONTACTORSAMPLE RETURN PUMPS (TYP 2)OWSFIELDPUMP STARTERPLC-10HSYLYLHSRESETHIGHPRESSURERUNNINGON/OFF Do o RUNNINGYLDooCOMMON ALARMYAPSHPIMES 120VAC, 1PAE(O3)A A Ao o AMBIENT
OZONEAIoo o o o o AMBIENT
OZONEAI
HIGH AMBIENT
OZONEAAH
4-20mAAIT-5711IOC AMBIENT OZONE LEVELTBD4-20mAAIT-6030TBDIOC PREDESTRUCT UNIT OZONECONCENTRATION4-20mAAIT-6041TBDIOC DESTRUCT UNIT 1 OZONECONCENTRATION4-20mAAIT-6061TBDIOC DESTRUCT UNIT 2 OZONECONCENTRATIONAE(O3)A AAMBIENT
OZONEAIoo o o o OZONEAI
HIGH OZONE
CONCENTRATIONAAHAITES 120VAC, 1PBEABEACON/SOUNDERTAG #RANGESIGNALDESCRIPTIONLOOP :MOV-1RAW WATER PUMP STATION60" BUTTERFLY VALVEOWSFIELD PLC-01REMOTEENABLEDZLVALVE OPENZSOVALVE CLOSEDZSCCLOSE VALVEZCCOPEN VALVEZCOooooooooDDooooDooooDooooDYLVALVEOPENYLVALVECLOSEDHSL/R POSITIONFEEDBACKZIPOSITIONSETPOINTZCooooAAAAAAAooooAAAAAAAYLVALVEPOSITIONMES, 480V, 3PTAG #RANGESIGNALDESCRIPTIONLOOP :MOV-2RAW WATER PUMP STATION12" DRAIN VALVEOWSFIELDPLC-01REMOTEENABLEDYL
VALVE OPENZSOVALVE CLOSEDZSC
o o o oDooooDooooDYLVALVE
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TAG #RANGESIGNALDESCRIPTIONLOOP :BWS-1,BWS-2BACKWASH TANKBUTTERFLY VALVE (TYP 2)OWSFIELDMASTER STATION 2PLC-13REMOTE
ENABLEDZL
VALVE OPENZSOVALVE CLOSEDZSC
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o o o o
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MES, 480V, 3PTAG #RANGESIGNALDESCRIPTIONLOOP :1,2BACKWASH TANKFLOW (TYP 2)OWSFIELDPLC-13o o o oAAAA FLOWFIMFITFE
4-20mAFIT-BWS-1TANK INLET FLOWTBD4-20mAFIT-BWS-1TANK OUTLET FLOWTBDHSVALVEOPENHSVALVECLOSEDHSVALVEOPENHSVALVECLOSED
HSVALVE
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ALARMYAoooo
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EXCEEDEDYAoooo
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FAILURE ALARMYAoooo
COMMUNICATION
FAILUREYAooooooooooooooooooo
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:55 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP06.dwg Last Saved: 6/8/2022 3:17 PM Saved By: 03887Filename: N:\PI\PI-ALL-DG-LOOP06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP06.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS VIPI-31POL
JTR
.
JWM 10-16-2023182
*
TAG #RANGESIGNALDESCRIPTIONLOOP :1BACKWASH TANKLEVELOWSFIELDPLC-13o o o o o o oAA LEVELLILITES, 120V, 1PLE4-20mAFIT-BW1TANK LEVELTBDTAG #RANGESIGNALDESCRIPTIONLOOP :BWS-360" BUTTERFLY VALVEOWSFIELDMASTER STATION 1PLC-13o o o o POSITIONFEEDBACKZIooooREMOTEENABLEDZLooooVALVE CLOSEDZSC
o o o o VALVE OPENZSO
o o o o OPEN VALVEZCO
o o o o CLOSE VALVEZCC
o o o o POSITION
SETPOINTZCHSYLYLYLHSHSVALVECLOSEDVALVEOPENVALVEPOSITIONVALVE
CLOSED
VALVE
OPEN
L/R
o o o o o o o o o o o o o o o
MES, 480V, 3PTAG #RANGESIGNALDESCRIPTIONLOOP :CCSP-01CHEMICAL CHASE SUMPOWSFIELDPLC-01o o o o o o oD CHEMICAL CHASE
SUMP LEVEL HIGHYL
LSHMTAG #RANGESIGNALDESCRIPTIONLOOP :F-01, F-02FILTERS EXHAUST FANS FLOWOWSFIELDPLC-10o o o o o o
DRUNNINGYLZSIZSI
TAG #RANGESIGNALDESCRIPTIONLOOP :EF-01PRE-OZONE CONTRACTORS EXHAUSTFAN FLOWOWSFIELDPLC-08o o o o o oD RUNNINGYLFSH
TAG #RANGESIGNALDESCRIPTIONLOOP :EF-02INTERMEDIATE OZONE CONTACTORSEXHAUST FAN FLOWOWSFIELDPLC-11o o o o o oD RUNNINGYLFSH OVERTORQUE
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FAILUREYAoooooooooooooooooooTAG #RANGESIGNALDESCRIPTIONLOOP :MASTER STATION (TYP 2)MASTER STATIONFILTER OIT PANELo o o o o o o o o o o o POWER RESETYAooooooCOMMON MASTERSTATION ALARMYLooooooSIDE A OKAY(PRIMARY)YLo o o o o o SIDE B OKAY(STANDBY)YLo o o o o ooooooooooo LOOPBACK INPROGRESSYAooooooYLooooooCOMMONACTUATORALARMYAooooooLOOPBACK INUSE
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:54 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP07.dwg Last Saved: 10/11/2022 1:12 PM Saved By: 03823Filename: N:\PI\PI-ALL-DG-LOOP07.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP07.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS VIIPI-32POL
JTR
.
JWM 10-16-2023183
*
TAG #RANGESIGNALDESCRIPTIONLOOP :XFM4HSPS VFD BUILDING MVTRANSFORMEROWSFIELDPLC-12o o o o o oD LOWOIL LEVELYALSLooooooDHIGHTEMPERATUREYATSHooooooDHIGH OILPRESSUREYAPSH TAG #RANGESIGNALDESCRIPTIONLOOP :LSH-F1, LSH-F2FILTER GALLERYHIGH LEVEL (TYP 2)OWSFIELDPLC-11o o o o o o
DHIGH
LEVEL ALARMYALSH LSH-F1FILTER 1-4 GALLERY HIGH LEVELTBDDISCRETELSH-F2FILTER 5-8 GALLERY HIGH LEVELTBDDISCRETETAG #RANGESIGNALDESCRIPTIONLOOP :FPCB1-01, FPCB2-02FILTER POWER/CONTROLBUILDING TEMPERATURE (TYP 2)OWSFIELDPLC-11o o o o o o
AA A A TEMPERATURETITIT
4-20mATIT-FPCB1-01FILTER 1-4 P/C BUILDING TEMPERATURE14-122F4-20mALSH-F2FILTER 5-8 P/C BUILDING TEMPERATURE14-122FTAG #RANGESIGNALDESCRIPTIONLOOP :AIT-6410, AIT-6411INTERMEDIATE OZONE CONTACTOROZONE RESIDUAL ANALYZER (TYP 2)OWSFIELDPLC-11o o o o o oAAAA RESIDUALOZONE LEVELAIAE 4-20mAAIT-6410IOC OZONE RESIDUAL ANALYZERTBDAIT4-20mAAIT-6411IOC OZONE RESIDUAL ANALYZERTBDSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 3:54 PM Plot By: 04169 Filename: N:\PI\PI-ALL-DG-LOOP08.dwg Last Saved: 10/12/2022 11:56 AM Saved By: 04169Filename: N:\PI\PI-ALL-DG-LOOP08.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
PI-ALL-DG-LOOP08.dwg
PROCESS & INSTRUMENTATION
.
LOOP DIAGRAMS VIIIPI-33POL
JTR
.
JWM 10-16-2023184
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:34 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-GN-LGND01.dwg Last Saved: 10/12/2023 12:31 AM Saved By: 04169Filename: N:\ELEC\EL-ALL-GN-LGND01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-GN-LGND01.dwg
ELECTRICAL
.
LEGEND IE-1POL
JTR
.
JWM PREWIREDHORNCOMBINATION STROBE/HORNCEILING MOUNTED STROBEUTILITY METERMANHOLEWALL MOUNTED STROBESMOKE DETECTORHEAT DETECTORMOTORIZED LOUVERLIGHTING FIXTURE"A" - FIXTURE TYPE"b" - SWITCH NUMBERCONDUIT STUBBED OUT AND CAPPED3-4"C.2-2/C#16JUNCTION BOXCEILING MOUNTED EXIT SIGN"X" - FIXTURE TYPETIME SWITCH3 WAY SWITCHDIMMER LIGHTING CONTROL SWITCHMULTI POLE SWITCH"x" - INDICATES NUMBER OF POLE"c" - INDICATES SWITCH SHALL CONTROL LIGHTFIXTURES WITH "c" DESIGNATIONCONDUIT, EXPOSED/SURFACE MOUNTEDCONDUIT, EXPOSED/SURFACE MOUNTED, TURNING UPCONDUIT, EXPOSED/SURFACE MOUNTED, TURNING DOWNMANUAL MOTOR STARTER /DISCONNECTSINGLE POLE SWITCH "b" - INDICATES SWITCH LEG SHALL CONTROL LIGHT FIXTURES WITH "b" - DESIGNATIONNORMALLY CLOSEDNON-FUSEDNORMALLY OPEN OR NUMBERNUMBEROUTSIDE DIAMETEROVERHEAD ELECTRICOVERLOADOVERLOAD CONTROL RELAYPOLEPULL BOX OR PUSH BUTTONPHOTOCELLPUMP CONTROL CONSOLEPOWER FACTOR CORRECTION CAPACITORPHASE FAILURE RELAYPHASEPLATEPROGRAMMABLE LOGIC CONTROLLERPOWER OVER ETHERNETPHASE PROTECTIVE RELAYPOWER QUALITY METERPAIR OR PAIR CABLEPOTENTIAL TRANSFORMERPUSH TO TEST TYPEPOLYVINYL CHLORIDEQUANTITYREMOTE CONTROLRELAY CONTROL PANELCIRCUIT RECLOSURERECEPTACLESREQUIREDRESISTANCE TEMPERATURE DETECTORREMOTE TERMINAL UNITSURGE CAPACITORSCHEMATICSHORT CIRCUIT TERMINAL BLOCKSECONDS OR SECONDARYSHIELD OR SHIELDEDSHEETSOLID NEUTRALSURGE PROTECTION DEVICESSOLID-STATE REDUCED VOLTAGE STARTERSTAINLESS STEELSTARTERSTATIONSIGNAL TERMINATION CABINETSOLENOID VALVESWITCHSWITCHGEARMOTOR STARTER WITH SIZETERMINATION CABINET OR TRAY CABLETELEPHONETIME DELAY ON OPENINGTRIADTEMPERATURE SWITCHTWISTEDTYPICALUNDERGROUNDUNINTERRUPTIBLE POWER SUPPLYUNSHIELDED TWISTED PAIR CABLEVOLTSVARIABLEVARIABLE FREQUENCY DRIVEVACUUM FAULT INTERUPTERVALVE OPERATORWITH, WIRE OR WATTWEATHERPROOFWEATHER RESISTANTTRANSFORMERTRANSMITTEREXPLOSION PROOFALTERNATING CURRENTAMP FRAMEADJUSTABLE FREQUENCY DRIVEABOVE FINISHED FLOOR OR GRADEABOVE GRADEABOVE GROUND SPLICE BOXAMPERES INTERRUPTING CAPACITYALUMINUMAMPEREAMP TRIPAUTOMATIC TRANSFER SWITCHAUTOMATICAUXILIARYAMERICAN WIRE GAUGECONDUITCIRCUIT BREAKERCENTER TO CENTERCOMMUNICATION MANHOLE/HANDHOLECIRCUITCURRENT LIMITING FUSECONTINUATIONCONTROL PANELCONTROL POWER TRANSFORMERCONTROL RELAYCONTROL SWITCH OR COMBINATION STARTERCURRENT TRANSFORMERCOPPERDIRECT CURRENTDOOR INTERLOCKDIAMETERDOWNDIFFERENTIAL PRESSUREDRAWINGEMPTY CONDUITELECTRICAL MANHOLEELECTRICALELEVATIONEMERGENCYELECTRICAL MANHOLE/HANDHOLEELECTRICALLY OPERATEDELAPSED TIME METERELECTRIC UTILITY CO.EXISTINGFURNISHED BY OTHERSFIBER OPTICFIBERGLASS REINFORCED POLYESTERFEETFUSEGROUNDGAUGEGENERATOR CONTROL PANELGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT INTERRUPTERGROUND FAULT SENSINGGATE OPERATORGALVANIZED RIGID STEELHANDHOLEHORSEPOWERHEIGHTHEAT TRACE PANELHEATERHERTZINTERNAL DIAMETERINSTRUMENT MANHOLEINSTRUMENTINTERPOSING RELAY PANELJUNCTION BOXKILO AMPERE INTERRUPTING CAPACITYKILOVOLT-AMPEREKILOWATTLIGHTNING ARRESTERLIGHTNING CONTACTORLIGHT EMITTING DIODELIGHTING PANELLONG, SHORT, INSTANTANEOUSLONG, SHORT, INSTANTANEOUS, GROUNDLIGHTS/LIGHTINGMOTOR OPERATED BUTTERFLY VALVEMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTORMANUFACTURERMANUFACTURER'SMANHOLEMULTILINMAIN LUGS ONLYMOTOR OPERATED VALVEMOTOR PROTECTION RELAYMULTIRATIOMOUNTEDMOUNTINGMANUAL TRANSFER SWITCHACAFAFDAFFAGAGSBAICAL OR ALUMAMP OR AATATSAUTOAUXAWGC.CBC/CCHHCKTCLFCONT.CPCPTCRCSCTCUDCDIDIADNDPDWGECEHHELECELEVEMEMHEOETMEUCEXIST.FBOFOFRPFTFUG. OR GRNDGA.GCPGENGFCIGFIGFSGOGRSHHHPHTHTPHTRHZIDIMHINSTIRPJBKAICKVAKWLALCLEDLPLSILSIGLTG/LTNGMBFVMCBMCCMCPMFRMFR'SMHMLMLOMOVMPRMRMTDMTGMTSEMERGENCY BATTERY PACK LIGHT FIXTURE"A" - FIXTURE TYPEWALL MOUNTED EXIT SIGNARROW INDICATES DIRECTION OF EGRESS"X" - FIXTURE TYPECONDUIT OR DUCT BANK, CONCEALEDFLEXIBLE METAL CONDUITLA-1,34 WAY SWITCHDUPLEX RECEPTACLE, 20A, 120V, 2P, 3W "C" - MOUNTED ABOVE COUNTERTOP"GFI" OR "GF" - GROUND FAULT INTERRUPTER TYPE"WP" - WEATHERPROOFFLOOR MOUNTED RECEPTACLESIMPLEX RECEPTACLE, GROUNDED TYPEQUADPLEX RECEPTACLEPULL BOXTERMINAL CABINETOCCUPANCY SENSORPHOTOCELLINDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALSINSTALLED WITHIN THE ROOM OR AREA IN WHICH THISNOTATION APPEARS SHALL BE OF NEMA 4 CONSTRUCTIONUNLESS OTHERWISE NOTEDCLASS I, DIV.1,GROUP DTHREE (3) 4" CONDUITSDENOTES A QUANTITY OF TWO (2) 3" CONDUITSEACH CONTAINING THREE (3) NO. 3/0 AWG CONDUCTORSAND ONE (1) NO.2 AWG GROUND CONDUCTORINDICATES THAT ALL ELECTRICAL EQUIPMENT ANDMATERIALS INSTALLED WITHIN THE ROOM OR AREAIN WHICH THIS NOTATION APPEARS SHALL BE OFNEMA 12 CONSTRUCTION UNLESS OTHERWISE NOTEDINDICATES THAT ALL ELECTRICAL EQUIPMENT ANDMATERIALS INSTALLED WITHIN THE ROOM OR AREAIN WHICH THIS NOTATION APPEARS SHALL BE OFNEMA 4X CONSTRUCTION UNLESS OTHERWISE NOTEDDENOTES A QUANTITY OF TWO (2) INSTRUMENT CABLES.EACH CONSISTS OF TWO (2) NO.16 AWG CONDUCTORSCABLE TAG FOUR (4) #14 CONTROL OR POWERCONDUCTORS, ONE (1) #14 GROUND CONDUCTOR. ALLCONDUCTORS IN A 3/4" CONDUIT. TWO (2) OF THE FOUR (4)#14 CONTROL OR POWER CONDUCTORS ARE SPARE2 (3 #3/0,#2G., 3"C.)INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALSINSTALLED WITHIN THE ROOM OR AREA IN WHICH THISNOTATION APPEARS SHALL CONFORM TO N.E.C REQUIREMENTSFOR THE HAZARDOUS AREA CLASSIFICATION SHOWNNC or N.C.NFNO or N.O.NO.ODOHEOLOLXPPBPCPCCPFCCPFRPHPL.PLCPoEPPRPQMPR.PTPTTPVCQTYRCRCPREC.RECPREQD.RTDRTUSCSCHSCTBSECSHLD. OR SHSHTSN OR S/NSPDSSRVSSSSTSTA.STCSVSWSWGRSz#TCTELTOTR.TSTWTYPUGUPSUTPVVAR.VFDVFIVOWWPWRXFMRXMTRXPHEAT TRACEHOMERUN, CIRCUITS 1 AND 3 RUN TO PANEL LA2 #12, #12G., 3/4"C. UNLESS NOTED OTHERWISEVOLTMETER (WITH SWITCH IF 3-PHASE)PANELAMMETER (WITH SWITCH IF 3-PHASE)METERWM - WATTMETERWHM - WATTHOUR METERWHDM - WATTHOUR DEMAND METER WHDR - WATTHOUR DEMAND RECORDER PF - POWER FACTOR METERETM - ELAPSED TIME METERTRANSDUCERAX - CURRENT TRANSDUCERWX - WATT TRANSDUCERMOTOR, NUMBER DESIGNATES HORSEPOWERRELAY, NO. AS INDICATED25 - SYNCHRONISM CHECK RELAY27 - UNDER VOLTAGE RELAY38 - BEARING PROTECTIVE DEVICE40 - LOSS OF EXCITATION RELAY42 - RUNNING CONTACTOR/PILOT RELAY46 - REVERSE PHASE/PHASE BALANCE/CURRENT RELAY47 - PHASE SEQUENCE VOLTAGE RELAY48 - MACHINE OR TRANSFORMER THERMAL RELAY50 - INSTANTANEOUS OVERCURRENT RELAY50G - INSTANTANEOUS GROUND51 - TIME OVER CURRENT RELAY, GROUNDING RESISTOR TYPE51N - TIME OVERCURRENT RELAY, RESIDUAL TYPE51V - TIME OVERCURRENT RELAY WITH VOLTAGE RESTRAINT59 - OVER VOLTAGE RELAY60 - NEGATIVE SEQUENCE VOLTAGE RELAY62 - TIME DELAY RELAY63 - OVER PRESSURE RELAY67 - AC DIRECTIONAL OVERCURRENT RELAY83 - AUTOMATIC SELECTIVE CONTROL OR TRANSFER RELAY86 - LOCKING-OUT RELAY87 - DIFFERENTIAL PROTECTIVE RELAYB - SUFFIX INDICATES "BUS"G - SUFFIX INDICATES "GENERATOR"GF - GROUND FAULTIR - INTERPOSING RELAYPFR - PHASE FAILURE, PHASE REVERSAL, UNDERVOLTAGE, OVERVOLTAGE RELAYST - SHUNT TRIPT - SUFFIX INDICATES "TRANSFORMER"TRP CAP - CAPACITOR TRIPX - SUFFIX INDICATES "AUXILIARY"MXOVERHEAD SECONDARY LINEUNDERGROUND PRIMARY LINEOVERHEAD PRIMARY LINEUNDERGROUND ELECTRIC LINEOVERHEAD ELECTRIC LINEOHEUGEUGPOHPOHSUGSUNDERGROUND SECONDARY LINEUNDERGROUND COMMUNICATION LINEUGCOHCOVERHEAD COMMUNICATION LINEOVERHEAD FIBER OPTIC LINEOHFOUNDERGROUND FIBER OPTIC LINEUGFOSHEETRE: X/X-XXNUMBERIDENTIFIERREFERENCESHEET NUMBERWHERE DRAWNNUMBERXANOTE:THIS IS A STANDARD LEGEND. THEREFORE,NOT ALL OF THIS INFORMATION MAY BEUSED ON THIS PROJECT.ORMANUAL PULL STATIONFIRE ALARM CONTROL PANELFACPXABBREVIATIONSABBREVIATIONSPLAN SYMBOLDESCRIPTIONPLAN SYMBOLDESCRIPTIONONE-LINE ORCONTROL DIAGRAMPLANDESCRIPTIONWETDAMPCORROSIVESPECIAL RECEPTACLEMC1-XXX4 #14, #14G., 3/4"C.(2 #14 SPARE)FTMTMDD43MXcbXbAF#AMVM5JJPBTCPCOSMMHMPW10-16-2023185
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SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:34 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-GN-LGND02.dwg Last Saved: 11/29/2021 2:27 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-GN-LGND02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-GN-LGND02.dwg
ELECTRICAL
.
LEGEND IIE-2POL
JTR
.
JWM 3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTO-OPEN X-CLOSEDOFF/ON SELECTOR SWITCHEMERGENCY STOP PUSH BUTTON WITH RED MUSHROOMHEAD OPERATOR (MAINTAINED CONTACT)PUSH BUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY CLOSEDSPECIAL CAPACITOR SC - SURGE CAPACITOR PF - POWER FACTOR CORRECTION CAPACITORTERMINAL OR TEST BLOCKFUSE, AMPERE RATING AS NOTEDCONTACT, NORMALLY OPEN (NO)CONTACT, NORMALLY CLOSED (NC)LIGHTNING ARRESTERFIELD INSTRUMENT, TAG NO. OR LOOP NO. AS INDICATED - INDICATES INSTRUMENT TYPE DEFINED ON LOOP SHEETS## - INDICATES LOOP NO.AC INDUSTRIALCONTROL RELAY COIL, # - NUMBER AS INDICATEDMOTOR STARTER COIL, # - NUMBER AS INDICATEDINDICATING LAMP, COLOR INDICATED R - RED G - GREEN B - BLUE W - WHITE A - AMBER O - ORANGE PTT - PUSH TO TESTPUSH BUTTON STATION, REFER TO ELECTRICAL SCHEMATICFOR NUMBER OF DEVICES.INDICATES LIMITS OF EQUIPMENT OR WIRING ENCLOSUREHEATERTERMINALNODEMECHANICAL INTERLOCKLOCATED REMOTELOCATED AT MOTORLOCATED AT SCADA RTU(A/B/C) HOA - HAND/OFF/AUTO HOR - HAND/OFF/REMOTE LOR - LOCAL/OFF/REMOTE OCS - OPEN/CLOSE/STOP OOA - ON/OFF/AUTONOTE: 2 POSITION MULTI-CONTACT SWITCH FOLLOWS SAME CONVENTIONTIMING RELAY RANGE AS NOTED, SET POINT AS NOTED #-NUMBER AS INDICATEDTDD-TIME DELAY AFTER DE-ENERGIZATION-OFF DELAYTDE-TIME DELAY AFTER ENERGIZATION-ON DELAY NOTC-NORMALLY OPEN, TIMED CLOSING WHEN ENERGIZED NCTO-NORMALLY CLOSED, TIMED OPENING WHEN ENERGIZED NOTO-NORMALLY OPEN, TIMED OPENING WHEN DE-ENERGIZED NCTC-NORMALLY CLOSED, TIMED CLOSING WHEN DE-ENERGIZEDLIQUID LEVEL (FLOAT) SWITCH NORMALLY CLOSED, OPENS ON FALLING LEVEL NORMALLY OPEN, CLOSES ON FALLING LEVEL NORMALLY CLOSED, OPENS ON RISING LEVEL NORMALLY OPEN, CLOSES ON RISING LEVELTEMPERATURE SWITCH OR THERMOSTAT NORMALLY OPEN, CLOSES ON RISING TEMPERATURE NORMALLY OPEN, CLOSES ON DROPPING TEMPERATURE NORMALLY CLOSED, OPENS ON RISING TEMPERATURE NORMALLY CLOSED, OPENS ON DROPPING TEMPERATURECONDUCTORS ELECTRICALLY CONNECTEDGROUND RODGROUND ROD TEST WELLINDUCTOROVERLOAD CONTACTKIRK KEY INTERLOCKCONDUCTORS OR CONDUITS CROSSING PATHS BUT NOTCONNECTEDPRESSURE OR VACUUM SWITCH NORMALLY OPEN, CLOSES ON RISING PRESSURE NORMALLY CLOSED, OPENS ON RISING PRESSURE NORMALLY OPEN, CLOSES ON DROPPING PRESSURE NORMALLY CLOSED, OPENS ON DROPPING PRESSUREFLOW SWITCH (AIR, WATER, ETC.) NORMALLY OPEN, CLOSES ON INCREASED FLOW NORMALLY CLOSED, OPENS ON INCREASED FLOWPOSITION (LIMIT) SWITCH NORMALLY OPEN NORMALLY OPEN - HELD CLOSED NORMALLY CLOSED NORMALLY CLOSED - HELD OPENTORQUE SWITCH NORMALLY CLOSED, OPENS ON HIGH TORQUEMEDIUM VOLTAGE FUSED MOTOR CONTROLLERFUSED CONTACTOR DRAWOUT TYPEFUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE,AMPERE RATING AND FUSE SIZE AS NOTED AMPERE RATING NOTED FUSE RATINGNON-FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE AMPERE RATING NOTEDLOW VOLTAGE CIRCUIT BREAKER, 3 POLEUNLESS OTHERWISE NOTED A - AMP TRIP, P - POLESVACUUM CONTACTORSPEED POTENTIOMETERMOTOR CIRCUIT PROTECTORMEDIUM VOLTAGE DRAWOUT TYPEPOWER CIRCUIT BREAKERCOMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC MOTORSTARTER, FULL VOLTAGE NON-REVERSING UNLESS OTHERWISE NOTED: FVR - FULL VOLTAGE REVERSING FVNR - FULL VOLTAGE, NON REVERSING RVNR - REDUCED VOLTAGE NON-REVERSING 2S1W - TWO SPEED, ONE WINDING 2S2W - TWO SPEED, TWO WINDING Sz# - NEMA SIZE OF STARTERGENERATOR, RATINGS AND CONNECTIONS AS NOTEDTRANSFORMER, RATINGS AND CONNECTIONS AS NOTEDCURRENT TRANSFORMER # - QUANTITY A - RATIOPOTENTIAL TRANSFORMER # - QUANTITYTRANSFER SWITCH ATS - AUTOMATIC TRANSFER SWITCH MTS - MANUAL TRANSFER SWITCH "N" - INDICATES NORMAL SOURCE "S" - INDICATES STANDBY SOURCE #A - INDICATES CONTINUOUS CURRENT RATINGCONTROL POWER TRANSFORMERGROUND CURRENT SENSOR TRANSFORMER # - QUANTITY A - RATIOCONTROL TRANSFORMERMOTOR OVERLOADOVERLOAD RELAY HEATERORFUSED SWITCH/FUSED CUTOUTNOTE:THIS IS A STANDARD LEGEND. THEREFORE,NOT ALL OF THIS INFORMATION MAY BEUSED ON THIS PROJECT.COMBINATION TELEPHONE/DATATELEPHONEDATAFLOOR MOUNTED DATA OUTLETFLOOR MOUNTED TELEPHONE OUTLETCATVFLOOR COMBINATION POWER/DATA/VOICE OUTLETSECURITY DEVICE SEC - SECURITY PANEL MAG - MAGNETIC LOCK CR - CARD READERS DR - REMOTE DOOR RELEASE MD - MOTION DETECTOR SK - SECURITY KEYPAD ES - ELECTRIC STRIKE DS - DOOR SWITCH IC - INTERCOM STATION SB - SECURITY PANIC BUTTONUTILITY METERPUSH BUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY OPENPOSITIONCONTACTTOPMIDDLECONTACTBOTTOMCONTACTXO0COO0BOOXADRAWOUT TYPE EQUIPMENT OR DEVICEMEDIUM VOLTAGE CABLE TERMINATIONMEDIUM VOLTAGE AIR INTERRUPTER SWITCHMEDIUM VOLTAGE FUSED AIR INTERRUPTER SWITCH#AATS-1NSORORORORORORTSECURITY CAMERA F - FIXED Z - PAN/TILT/ZOOMPOKE-THRU DEVICECOMBINATION POWER/DATA/VOICE OUTLETONE-LINE ORCONTROL DIAGRAMPLANDESCRIPTIONONE-LINE ORCONTROL DIAGRAMPLANDESCRIPTIONSYMBOLDESCRIPTIONONE-LINE ORCONTROL DIAGRAMPLANDESCRIPTIONCBOR30AORK -## -##TR#Sz#MCPMCPAPAFAT52PTTABCX0000XOFFONM#CR#VACGA#CT'S#PT'S#CT'SATQZSFSTSTPSMMTB#OLLAG##10-16-2023186
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S
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4 R PRE-OZONE CONTACTORRE: E-11 FORADDITIONAL WORK INTHIS AREAOZONEGENERATIONBUILDING RE: E-20FOR ADDITIONALWORK IN THIS AREAOPS/ADMIN BUILDINGELECTRICAL ROOM RE:E-64 FOR ADDITIONALWORK IN THIS AREAINTERMEDIATE OZONECONTACTOR RE: E-18FOR ADDITIONALWORK IN THIS AREAFLOCCULATION/SEDIMENTATIONBASINS RE: E-14 FORADDITIONAL WORKIN THIS AREAMAIN ELECTRICALBUILDING RE: E-50FOR ADDITIONALWORK IN THIS AREAWASHWATERRECLAMATION BASIN RE:E-39 FOR ADDITIONALWORK IN THIS AREATPS ELECTRICALBUILDING RE: E-52FOR ADDITIONALWORK IN THIS AREAFILTERS RE: E-21FOR ADDITIONALWORK IN THIS AREAMAIN DRAIN SUMPRE: E-42 FORADDITIONAL WORKIN THIS AREAHIGH SERVICEPUMP STATIONRE: E-47 FORADDITIONAL WORKIN THIS AREACHLORINE AND AMMONIASTORAGE ELECTRICAL ROOMRE: E-51 FOR ADDITIONALWORK IN THIS AREASEDIMENTATIONBASINS (FUTURE)SEDIMENTATIONBASINS (FUTURE)SEDIMENTATIONBASINS (FUTURE)FILTERS(FUTURE)FILTERS(FUTURE)FILTERS(FUTURE)WASHWATERRECLAMATION(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELLHSPS(FUTURE)RAW WATER PUMPSTATION SITE PLANRE: E-9 FORADDITIONAL WORKIN THIS AREASHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:03 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITEDMO.dwg Last Saved: 8/4/2023 9:41 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-SITEDMO.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITEDMO.dwg
ELECTRICAL
.
OVERALL DEMOLITION SITE PLANE-3POL
JTR
.
JWM GENERAL NOTES:1.PLANT SHALL REMAIN IN SERVICE AT ALL TIMES. CONTRACTOR SHALLCOORDINATE PLANT SHUTDOWNS WITH THE OWNER 30 DAYS PRIOR TO THEEVENT. CONTRACTOR SHALL PROVIDE ALL TEMPORARY GENERATORS, FUEL,CONDUCTORS AND CONNECTIONS AS NECESSARY. REFER TO SPECIFICATION01 35 00 (SPECIAL PROCEDURES) FOR ADDITIONAL REQUIREMENTS.2.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST. LOCATION OF STORAGE SHALL BE WITHIN THE FENCELINE OF THEPLANT.3.RAW WATER PUMP STATION IS LOCATED OFF SITE. REFER TO GENERALSHEETS FOR LOCATION.SCALE IN FEET160'80'040'.OVERALL DEMOLITION SITE PLAN1"= 80'1-1NOTES BY SYMBOL " "1.DEMOLISH BFV-WR-292 MOTOR ACTUATOR AND ASSOCIATED ABOVE GRADECONDUIT AND SUPPORTS.10-16-2023187
*
XXXXXXXXXXXXXXXS
S
4 R FLOCCULATION/SEDIMENTATION BASINSRE: E-15 FOR ADDITIONALWORK IN THIS AREAOZONE GENERATIONBUILDING RE: E-20FOR ADDITIONALWORK IN THIS AREAFILTERS RE: E-24FOR ADDITIONALWORK IN THIS AREAHIGH SERVICE PUMP STATIONRE: E-48 FOR ADDITIONALWORK IN THIS AREATPS ELECTRICALBUILDING RE: E-53FOR ADDITIONALWORK IN THIS AREAWASHWATERRECLAMATIONBASIN RE: E-40 FORADDITIONAL WORKIN THIS AREAELECTRICAL BUILDINGRE: E-58 FOR ADDITIONALWORK IN THIS AREAINTERMEDIATE OZONECONTACTORS RE: E-19FOR ADDITIONALWORK IN THIS AREAPRE-OZONECONTACTORSRE: E-12 FORADDITIONAL WORKIN THIS AREAMAIN DRAIN SUMPRE: E-42 FORADDITIONAL WORKIN THIS AREATRANSFER PUMPSTATION RE: E-36 FORADDITIONAL WORK INTHIS AREACHEMICALCONTAINMENT PITRE: E-13 FORADDITIONAL WORKIN THIS AREACHLORINE ANDAMMONIA STORAGEBUILDING ELECTRICALROOM RE: E-51 FORADDITIONAL WORK INTHIS AREAOPERATIONS BUILDINGELECTRICAL ROOM RE:E-57 FOR ADDITIONALWORK IN THIS AREABLOWER BUILDINGRE: E-38 FOR ADDITIONALWORK IN THIS AREABACKWASHACTUATORS RE: E-35FOR ADDITIONALWORK IN THIS AREAWASHWATERRECLAMATION(FUTURE)60" VALVE VAULT: RE:E-32 FOR ADDITIONALWORK IN THIS AREACLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELL(FUTURE)CLEARWELLHIGH SERVICE PUMPSTATION VFD BUILDINGRE: E-43 FOR ADDITIONALWORK IN THIS AREAFILTERS(FUTURE)FILTERS(FUTURE)FILTERS(FUTURE)SEDIMENTATIONBASINS (FUTURE)SEDIMENTATIONBASINS (FUTURE)SEDIMENTATIONBASINS (FUTURE)CHLORINE ANDAMMONIA STORAGEBUILDING RE: E-14FOR ADDITIONALWORK IN THIS AREABACKWASHTANKRAW WATER PUMPSTATION RE: E-10FOR ADDITIONALWORK IN THIS AREASHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:01 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE.dwg Last Saved: 10/3/2022 8:48 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-SITE.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE.dwg GENERAL NOTES:1.RAW WATER PUMP STATION IS LOCATED OFF SITE. REFER TO GENERALSHEETS FOR LOCATION..OVERALL SITE PLAN1"= 80'1-ELECTRICAL
.
OVERALL SITE PLANE-4POL
JTR
.
JWMSCALE IN FEET160'80'040'KEY MAPE-8E-6E-5E-9E-710-16-2023188
*
Xref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN--994031-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwgXref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN-1027255-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwg EMH1IMH1METERVAULTCLEARWELL"XFM4"CONTROLSPOWERVFDBUILDING2135E-96FUTURE VFDBUILDINGHVAC7E-968E-969E-962E-96"PLC-12"PANEL "LP2""TX-VB"PANEL "HP2"1E-96"SWG"3E-964E-96"PLC-04"HIGH SERVICE PUMP STATIONPBPB"MCC"434"SWG2""HSP P-1 VFD""HSP P-2 VFD"3SD-S-106511SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:19 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-PL-SITE1A.dwg Last Saved: 1/23/2024 7:48 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-SITE1A.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE1A.dwg NOTES BY SYMBOL " "1.PROVIDE A WALL MOUNTED PULL BOX THAT ALLOWS FOR CONDUITPENETRATIONS OF THE BUILDING, SIZE PULL BOX ACCORDING TO NEC ANDMEDIUM VOLTAGE CABLE MANUFACTURER REQUIREMENTS. PROVIDE ANEQUIPMENT RACK TO SUPPORT THE PULL BOX AND CONDUITS. RE: 2/E-104 FORHSPS MEDIUM VOLTAGE AND CONTROLS PULL BOX DETAIL.2.PROVIDE A WALL MOUNTED PULL BOX THAT ALLOWS FOR CONDUITPENETRATIONS TO THE BUILDING, SIZE PULL BOX ACCORDING TO NEC ANDFIBER OPTIC CABLING REQUIREMENTS. CONTRACTOR SHALL PROVIDE ANEQUIPMENT RACK TO SUPPORT PULL BOX AND CONDUITS. RE: 2/E-104 FORHSPS MEDIUM VOLTAGE AND CONTROLS PULL BOX DETAIL.3.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THE MANHOLEWHERE A SUMP PUMP CAN BE CONNECTED TO FOR SERVICE. PROVIDE 2 #12,#12G., 1"C. TO THE ELECTRICAL MANHOLE FROM LP2-11. PROVIDE 2 #12,#12G., 1"C. TO THE INSTRUMENTATION MANHOLE FROM LP2-13. RE: 1/E-104FOR MANHOLE DETAIL.4.PROVIDE 2 #12, #12G., 1"C. DISCRETE CONTROL CONDUCTORS TO MANHOLEFOR HIGH LEVEL FLOAT SWITCH, CONNECT TO PLC-12.5.CONTROL AND INSTRUMENTATION CONDUITS FROM DUCT BANKS 4 AND 5 DONOT COMBINE INTO DUCT BANK 3. DUCT BANK 3 IS FOR VFD POWERCONDUITS AND CONDUCTORS. VFD CONTROL CONDUITS AND CONDUCTORSARE TO TRANSITION OVERHEAD BEFORE ENTERING THE HSPS. RE: 1/E-44 FORHSPS VFD BUILDING CONTROLS & INSTRUMENTATION PLAN FOR FURTHERINFORMATION.6.RE: 1/E-43 FOR HIGH SERVICE PUMP STATION VFD BUILDING POWER PLAN.REFERENCED SHEET FURTHER DETAILS DUCT BANK ROUTING..SITE PLAN-A1"=10'1-ELECTRICAL
.
SITE PLAN-AE-5POL
JTR
.
JWMSCALE IN FEET020'10'GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.PROVIDE MINIMUM OF 18" SEPARATION BETWEEN POWER ANDANALOG/CONTROL CONDUITS.2.MAINTAIN A MINIMUM OF 20'-0" FROM FUTURE PROCESS STRUCTURELOCATIONS WHEN ROUTING DUCT BANKS. DUCT BANK ROUTING SHOWN ISAPPROXIMATE, CONTRACTOR TO MAKE ADJUSTMENTS BASED ON ACTUALFIELD CONDITIONS.3.CONTRACTOR IS RESPONSIBLE FOR SIZING AND PROVIDING MANHOLES, PULLBOXES AND JUNCTION BOXES IN ACCORDANCE WITH THE NEC.4.CONTRACTOR IS RESPONSIBLE FOR ALL SIDEWALK, HSPS PERIMETER MOWSTRIP AND DRIVEWAY REPAIR DURING DUCT BANK AND GROUNDINGINSTALLATION.5.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITIES PRIOR TOCOMMENCING ANY WORK.6.PLANT SHALL REMAIN IN SERVICE AT ALL TIMES. CONTRACTOR SHALLCOORDINATE SHUTDOWNS OF THE PLANT WITH THE OWNER 30 DAYS PRIORTO THE EVENT. CONTRACTOR SHALL PROVIDE ALL TEMPORARY GENERATORS,FUEL, CONDUCTORS AND CONNECTIONS AS NECESSARY. REFER TOSPECIFICATION 01 35 00 (SPECIAL PROCEDURES) FOR ADDITIONALREQUIREMENTS.7.RE: 1/SD-S-10 FOR HIGH SERVICE PUMP STATION ELECTRICAL CHASEPENETRATION DETAILS.KEY MAPSITE-DSITE-ASITE-CSITE-BSITE-E1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24 101-24-2024189
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4 R FILTERS 5-8POWER/CONTROLBUILDINGFILTERS 1-4POWER/CONTROL BUILDINGEMH4EMH2IMH2FUTURE WASHWATERRECLAMATION BASINWASHWATERRECLAMATION BASINEMH3TRANSFERPUMPSTATIONELECTRICALROOMBLOWERBUILDINGTRANSFER PUMPSTATIONFILTERSMAIN DRAINSUMPTCFUTURE FILTERSCHEMICAL CHASECHEMICAL CHASECHEMICAL CHASE20E-9721E-971CHEMICAL CHASEBFV-WR-28213E-97712E-9714E-9715E-9716E-9717E-9718E-9719E-978111E-96610E-96499HA2-103,105,107MS1-31DRE: 1/E-7 FORCONTINUATION1032E-9835E-9834E-9829E-9830E-98"PLC-13""PLC-09""PLC-10"CONTROLS CABINET31E-9836E-98337E-99311134443E-99MCC TPSP-FRSP-01PFILTER RECYCLESUMP PUMP STATIONMEXISTINGCHEMICALCHASE SUMP3E-272E-2747E-9948E-9948E-995EXISTING FILTER RECYCLESUMP PUMP STATIONCONTROL PANEL101010101010101010FILTER 1-4CONTROLS CABINETGG2GG21213BFV-BWS-3121212MS2-21D54E-10053E-10058E-10060E-10059E-100SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:52 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE1B.dwg Last Saved: 9/27/2023 5:36 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-PL-SITE1B.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE1B.dwg GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.PROVIDE MINIMUM OF 18" SEPARATION BETWEEN POWER ANDANALOG/CONTROL CONDUITS.2.MAINTAIN A MINIMUM OF 20'-0" FROM FUTURE PROCESS STRUCTURELOCATIONS WHEN ROUTING DUCT BANKS. DUCT BANK ROUTING SHOWN ISAPPROXIMATE. CONTRACTOR TO MAKE ADJUSTMENTS DEPENDING ONACTUAL FIELD CONDITIONS.3.PROVIDE MANHOLES SIZED ACCORDING TO NEC AND CABLE REQUIREMENTS.4.CONTRACTOR IS RESPONSIBLE FOR ALL SIDEWALK, DRIVEWAY, MOW STRIPS,EXISTING STRUCTURES, CHEMICAL CHASE AND/OR ANY OTHER REPAIRNEEDED DURING DUCT BANK AND GROUNDING INSTALLATION.5.SLOPE CONDUITS AWAY FROM FILTERS TOWARDS THE MANHOLES.6.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITES PRIOR TOCOMMENCING ANY WORK.7.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.ROUTE DUCT BANK BELOW EXISTING CHEMICAL CHASE. CONDUITPENETRATIONS OF CHEMICAL CHASE ARE NOT PERMITTED. SLOPE DUCT BANKTOWARDS ELECTRICAL MANHOLE.2.PROVIDE BARE #4G. WITH 1"C. SLEEVE FOR TRANSFORMER GROUNDING.GROUND ROD CONDUCTOR TO BE IN CONTACT WITH EARTH.3.PROVIDE 3 #10, #10G., 1"C.4.PROVIDE 2 #14 DISCRETE CONTROL CONDUCTORS TO MANHOLE FOR HIGHLEVEL FLOAT SWITCH, CONNECT TO PLC-13.5.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THEINSTRUMENTATION MANHOLE WHERE A SUMP PUMP CAN BE CONNECTED TOFOR SERVICE. PROVIDE 2 #12, #12G., 1"C. TO THE MANHOLE FROM EXISTINGPANELBOARD "LB1", UTILIZE CIRCUITS LB1-7.6.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THE ELECTRICALMANHOLE WHERE A SUMP PUMP CAN BE CONNECTED TO FOR SERVICE.PROVIDE 2 #12, #12G., 1"C. TO THE MANHOLE FROM EXISTING PANELBOARD"LB1", UTILIZE CIRCUITS LB1-15.7.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THE ELECTRICALMANHOLE WHERE A SUMP PUMP CAN BE CONNECTED TO FOR SERVICE.PROVIDE 2 #12, #12G., 1"C. TO THE MANHOLE FROM EXISTING PANELBOARD"LB1", UTILIZE CIRCUIT LB1-40.8.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THE MANHOLEWHERE A SUMP PUMP CAN BE CONNECTED TO FOR SERVICE. PROVIDE 2 #12,#12G., 1"C. TO THE ELECTRICAL MANHOLE FROM LA7-40.9.PROVIDE A GROUND MAT FOR THE FILTER POWER/CONTROL BUILDING LOWVOLTAGE DISTRIBUTION TRANSFORMER AND 480V PANELBOARD. RE: 5/E-103FOR GROUND MAT DETAIL.10.SAW CUT DRIVE TO ROUTE DUCT BANK.11.PROVIDE 2 #14 DISCRETE CONTROL CONDUCTORS TO MANHOLE FOR HIGHLEVEL FLOAT SWITCH, CONNECT TO PLC-09.12.ROUTE ACTUATOR LOOP CONNECTION THROUGH PLC-13 IN UNDERGROUNDDUCT BANK TO MASTER STATION 1 LOCATED IN FILTERS 1-4 POWER/CONTROLBUILDING.13.RE:1/E-32 FOR 60" VALVE VAULT DETAILS.SCALE IN FEET040'20'.SITE PLAN-B1" = 20'1-ELECTRICAL
.
SITE PLAN-BE-6POL
JTR
.
JWM
MATCHLINE SITE PLAN-D (E-8)KEY MAPSITE-DSITE-ASITE-CSITE-BSITE-EMATCHLINE SITE PLAN-C (E-7)10-16-2023190
*
BFV-BW-002FE-BW2-001FE-BW2-01APLC-133MS1-36D5HB2-91,93,9524FILTERBACKWASHTANKFE-BW-001FIT-BW1-01ALB1-13PLC-136325HB2-85,87,892BFV-BW-001RE: 1/E-6 FORCONTINUATION135E-98BACKWASH POWERTERMINATION CABINETBACKWASHINSTRUMENTATIONTERMINATION CABINET8791011FIT-BW-001FE-BW1-01A12FIT-BW2-01A12FIT-BW2-001LA2-10WP,GFILA2-10WP,GFI4GGGPLC-133LIT-BWS-1LIT-BW-01ALIGHTNING DOWNCONDUCTORLIGHTNING DOWNCONDUCTORLIGHTNINGDOWNCONDUCTORLIGHTNING DOWNCONDUCTORLIGHTNINGPROTECTIONSYSTEMLB1-316213P5P5141415MS1-34D3MS1-35D1SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:19 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-PL-SITE-C.dwg Last Saved: 1/23/2024 7:50 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-SITE-C.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE-C.dwgSCALE IN FEET040'20'.SITE PLAN-C1" = 20'1-ELECTRICAL
.
SITE PLAN-CE-7POL
JTR
.
JWM GENERAL NOTES:1.PROVIDE SURGE SUPPRESSION DEVICES MOUNTED ON SAFETY DISCONNECTSWITCHES. CONNECT SURGE SUPPRESSION DEVICE IN PARALLEL WITH THELOAD.2.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITIES PRIOR TOCOMMENCING ANY UNDERGROUND WORK.3.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.PROVIDE MINIMUM 18" SEPARATION BETWEEN POWER ANDANALOG/CONTROL CIRCUITS.4.PROVIDE CONCRETE PAD FOR TERMINATION CABINETS. REFER TOSTRUCTURAL DRAWINGS FOR CONCRETE PAD REQUIREMENTS.5.RE: 2/E-106 FOR SAFETY DISCONNECT SWITCH MOUNTING DETAIL.6.PROVIDE LIGHTNING PROTECTION SYSTEM FOR BACKWASH TANK. REFER TO26 41 13 LIGHTNING PROTECTION FOR STRUCTURES FOR ADDITIONALREQUIREMENTS.7.RE: 1/E-107 FOR POLE LIGHTING DETAILS.8.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.KEY MAPSITE-DSITE-ASITE-CSITE-BSITE-EMATCHLINE SITE PLAN-B (E-6)NOTES BY SYMBOL " "1.PROVIDE EQUIPMENT RACK FOR BACKWASH POWER AND INSTRUMENTATIONTERMINATION CABINETS. PROVIDE WEATHERPROOF GFCI RECEPTACLEMOUNTED ON EQUIPMENT RACK UTILIZING CIRCUIT LB2-10.2.ROUTE CONDUCTORS UNDERGROUND THROUGH BACKWASH POWERTERMINATION CABINET EN ROUTE TO DESIGNATED POWER SOURCE.3.ROUTE CONDUCTORS UNDERGROUND THROUGH BACKWASHINSTRUMENTATION TERMINATION CABINET EN ROUTE TO TRANSFER PUMPSTATION ACTUATORS.4.PROVIDE 3 #10, #12G., 1"C.5.PROVIDE 3 #12, #12G., 3/4"C.6.PROVIDE 2 #12, #12G., 1"C.7.PROVIDE GFCI RECEPTACLE WITH WEATHERPROOF IN-USE COVER FOR SUMPPUMP. UTILIZE CIRCUIT LA2-2, PROVIDE 2#12, #12G., 1"C. ROUTECONDUCTORS UNDERGROUND VIA THE POWER TERMINATION CABINET ENROUTE TO THE DESIGNATED POWER SOURCE.8.PROVIDE GFCI RECEPTACLE WITH WEATHERPROOF IN-USE COVER FOR SUMPPUMP. UTILIZE CIRCUIT LA2-6, PROVIDE 2#12, #12G., 1"C. ROUTECONDUCTORS UNDERGROUND VIA THE POWER TERMINATION CABINET ENROUTE TO THE DESIGNATED POWER SOURCE.9.PROVIDE GFCI RECEPTACLE WITH WEATHERPROOF IN-USE COVER FOR SUMPPUMP. UTILIZE CIRCUIT LA2-4, PROVIDE 2#12, #12G., 1"C. ROUTECONDUCTORS UNDERGROUND VIA THE POWER TERMINATION CABINET ENROUTE TO THE DESIGNATED POWER SOURCE.10.PROVIDE GFCI RECEPTACLE WITH WEATHERPROOF IN-USE COVER FOR SUMPPUMP. UTILIZE CIRCUIT LA2-8, PROVIDE 2#12, #12G., 1"C. ROUTECONDUCTORS UNDERGROUND VIA THE POWER TERMINATION CABINET ENROUTE TO THE DESIGNATED POWER SOURCE.11.PROVIDE WINDOW IN EQUIPMENT PAD TO ALLOW FOR SETTLEMENT ANDEXPANSION OF SOIL. WINDOW TO BE FILLED WITH CRUSHED GRAVEL. RE:6/E-101 FOR DETAIL.12.PROVIDE EQUIPMENT RACK.13.PROVIDE 3W/FT HEAT TRACE FOR ABOVE GRADE DRAIN LINE PIPING. PROVIDE3 #12, #12G., 3/4"C. FROM LA2-22. PROVIDE GFEP TYPE CIRCUIT BREAKER.14.PROVIDE 2 #10, #10G., 1"C. FOR AREA SITE LIGHTING. CIRCUIT AREA SITELIGHTS THROUGH LIGHTING CONTACTOR LOCATED IN THE TPS ELECTRICALROOM, UTILIZE CIRCUIT LB1-41.15.ROUTE CONDUCTORS UNDERGROUND THROUGH BACKWASHINSTRUMENTATION TERMINATION CABINET EN ROUTE TO MASTER STATION 1.1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24
01-24-2024191
*
S
SLOX STORAGE TANKOZONE GENERATIONBUILDINGINTERMEDIATEOZONECONTACTORSFUTUREINTERMEDIATEOZONECONTACTORSEDIMENTATIONBASINSFUTURE FLOCCULATOR/SEDIMENTATION BASINSOPS/ADMINBUILDINGCHEMICALSTORAGETANKSAREASPLITTERBOXFUTURESPLITTERBOXPUMPEDDIFFUSION VAULTPRE-OZONECONTACTORSFUTUREPRE-OZONECONTACTORSCHLORINEANDAMMONIASTORAGEBUILDINGFLOCCULATIONBASINSCHEMICALCONTAINMENTPITEMH6IMH4EXISTINGPULL BOX5PBPB313EMH5IMH37722E-9723E-9763"PLC-7"13132326E-9845E-99HA4-98,100,102MS2-40D10933E-9828E-9839E-9938E-991"PLC-08""PLC-06""PLC-02""PLC-11"41E-99BFV-WR-29211118812121464-2"C.225E-986HA4-98,100,10215MS2-40DMS2-39DMS2-33D14MS2-40D13624E-9863E-10064E-10062E-10040E-9961E-10060E-100SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:49 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE1D.dwg Last Saved: 9/27/2023 4:33 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-PL-SITE1D.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE1D.dwg
ELECTRICAL
.
SITE PLAN-DE-8POL
JTR
.
JWMSCALE IN FEET060'30'10'20'.SITE PLAN-D1" = 30'1-MATCHLINE SITE PLAN-B (E-6)KEY MAPSITE-DSITE-ASITE-CSITE-BSITE-EGENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS. PROVIDE AMINIMUM OF 18" SEPARATION BETWEEN POWER AND ANALOG/CONTROL CONDUITS.2.MAINTAIN A MINIMUM OF 20'-0" FROM FUTURE PROCESS STRUCTURE LOCATIONSWHEN ROUTING DUCT BANKS. DUCT BANK ROUTING SHOWN IS APPROXIMATE.CONTRACTOR SHALL MODIFY DUCT BANK ROUTING AND MANHOLE LOCATIONS BASEDON ACTUAL FIELD CONDITIONS..3.CONTRACTOR IS RESPONSIBLE FOR ALL SIDEWALK AND DRIVEWAY REPAIR DURINGDUCT BANK AND GROUNDING INSTALLATION.4.PERFORM CONCRETE SCREENING ON STRUCTURES PRIOR TO ANY CORE DRILLING OROTHER STRUCTURE PENETRATIONS.5.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITIES PRIOR TO COMMENCINGANY UNDERGROUND WORK.6.REFER TO STRUCTURAL DRAWINGS FOR PENETRATION REQUIREMENTS TO THESTRUCTURES.7.RE: 1/SD-S-10 FOR STRUCTURE WALL PENETRATION DETAIL.8.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.SAW CUT DRIVEWAY FOR DUCT BANK ROUTING.2.SAW CUT WALKWAY FOR DUCT BANK ROUTING.3.PROVIDE WALL MOUNTED PULL BOXES FOR CONDUITS PRIOR TOENTERING THE BUILDING. ROUTE POWER AND CONTROL CONDUCTORSTHROUGH SEPARATE PULL BOXES.4.PANELBOARDS "HA4", "HA5", AND "LE3" ARE LOCATED IN CHLORINEAND AMMONIA STORAGE BUILDING ELECTRICAL ROOM.5.UTILIZE SPARE 2" CONDUITS ENTERING EXISTING PULL BOX. ROUTEEXISTING SPARE CONDUIT IN CHEMICAL CHASE TO ADMINISTRATIONBUILDING ELECTRICAL ROOM. A SINGLE ADDITIONAL 2" CONDUIT MAYBE INSTALLED FROM EXISTING PULL BOX TO CHEMICAL CHASE IFNEEDED. UTILIZE CHEMICAL CHASE TO ROUTE ADDITIONAL 2"CONDUIT TO ADMINISTRATION BUILDING ELECTRICAL ROOM. NOMORE THAN ONE (1) 2" CONDUIT TO BE ROUTED THROUGH CHEMICALCHASE.6.FILL THE VOID AROUND THE CONDUITS WITH NON-SHRINK CONCRETE.7.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THEMANHOLE IN AN EASILY ACCESSIBLE LOCATION. PROVIDE 2 #12, #12G.,1"C. TO THE ELECTRICAL MANHOLE, UTILIZE CIRCUIT LB2-54. PROVIDE2 #12, #12G., 1"C. TO THE INSTRUMENTATION MANHOLE, UTILIZECIRCUIT LB2-60. RE: 1/E-104 FOR MANHOLE DETAIL.8.PROVIDE WP/GFCI RECEPTACLE WITH IN-USE COVER INSIDE THEMANHOLE IN AN EASILY ACCESSIBLE LOCATION. PROVIDE 2 #12, #12G.,1"C. TO THE ELECTRICAL MANHOLE, UTILIZE CIRCUIT LE3-55. PROVIDE 2#12, #12G., 1"C. TO THE INSTRUMENTATION MANHOLE, UTILIZECIRCUIT LE3-57. RE: 1/E-104 FOR MANHOLE DETAIL.9.SAW CUT DRIVEWAY TO ROUTE THE DUCT BANK10.PROVIDE RACK MOUNTED 480V/3PH/30A FUSIBLE DISCONNECTSWITCH FOR ACTUATOR.11.PROVIDE 3 #10, #10G., 3/4"C.12.PROVIDE 2 #14, #14G., 1"C. TO MANHOLE FOR HIGH LEVEL FLOATSWITCH, CONNECT TO PLC-11.13.PROVIDE 2 #14, #14G., 1"C. TO MANHOLE FOR HIGH LEVEL FLOATSWITCH, CONNECT PLC-08.14.ROUTE THROUGH INTERIOR OF BUILDING. PROVIDE FIRESTOPPING FORALL INTERIOR AND EXTERIOR WALL PENETRATIONS.15.ROUTE CONDUCTORS UNDERGROUND THROUGH PLC-07 ANDUNDERGROUND DUCT BANK TO MASTER STATION 2.10-16-2023192
*
ELECTRICALBUILDINGRAW WATER PUMPSTATION BUILDINGPB CHEMICALFEEDBUILDINGPB"PLC-01"46E-9944E-99MOV-142E-99MOV-211RE: E-10 FORADDITIONAL WORKIN THIS AREASHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:44 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE1E.dwg Last Saved: 9/29/2022 9:56 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-SITE1E.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-SITE1E.dwgSCALE IN FEET040'20'.SITE PLAN-E1" = 20'1-ELECTRICAL
.
SITE PLAN-EE-9.POL
JTR
.
JWM GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.PROVIDE MINIMUM OF 18" SEPARATION BETWEEN POWER ANDANALOG/CONTROL CONDUITS.2.DUCT BANK ROUTING SHOWN IS APPROXIMATE. CONTRACTOR MAY HAVE TOMAKE ADJUSTMENTS DEPENDING ON ACTUAL FIELD CONDITIONS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIDEWALK, DRIVEWAY, MOWSTRIPS, EXISTING STRUCTURES, CHEMICAL CHASE AND/OR ANY OTHER REPAIRNEEDED DURING DUCT BANK INSTALLATION.4.CONTRACTOR SHALL SCAN TO LOCATE THE EXISTING REINFORCEMENT TOAVOID CORING THROUGH THE REBAR IN THE SLAB. PROVIDE AT LEASE 1 1/2"CLEAR DISTANCE BETWEEN THE EDGE OF CORE AND REBAR FACE TO AVOIDEXPOSURE OF REINFORCING STEEL TO MOISTURE. IF EXPOSED, COAT REBARWITH EPOXY COATING OR SIMILAR TO PREVENT CORROSION.5.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITIES PRIOR TOCOMMENCING ANY UNDERGROUND WORK.NOTES BY SYMBOL " "1.POWER AND CONTROL CONDUCTORS ARE CURRENTLY ROUTED THROUGHTHE SAME CONDUIT BETWEEN PULL BOX AND ACTUATOR. REMOVE CONTROLCONDUCTORS FROM CONDUIT AND ROUTE THROUGH NEW 1" CONDUITBETWEEN PULL BOX AND ACTUATOR. EXTEND CONTROL CONDUCTORS INRACK MOUNTED JUNCTION BOX AS REQUIRED. TERMINATE ALL POWER ANDCONTROL CONDUCTORS.KEY MAPSITE-DSITE-ASITE-CSITE-BSITE-E10-16-2023193
*
ELECTRICALROOMBFV-RW-011BFV-RW-005BFV-RW-007BFV-RW-009BV-RW-010BFV-RW-012"PANEL-HA6""TX-LA6""PANEL-LA6""PUMP NO.1 VFD""PUMP NO.2 VFD""PUMP NO.3 VFD""VFD 1,2,3FILTER""MCC RW"1231111"PLC-01"EXISTINGNETWORKINGCABINET143 ACTUATOR REVISION BLOCKS -DEVICEELECTRICALROOMBFV-RW-011BFV-RW-005BFV-RW-007BFV-RW-009BV-RW-010BFV-RW-012"PANEL-HA6""TX-LA6""PANEL-LA6""PUMP NO.1 VFD""PUMP NO.2 VFD""PUMP NO.3 VFD""VFD 1,2,3FILTER""MCC RW"PB PB PB56HA6-14,16,1848LA6-27"PLC-01"RE: 1/E-9 FORCONTINUATION44E-9946E-99PB128PB 10ELECTRICALROOMELECTRICALROOMBFV-RW-011BFV-RW-005BFV-RW-007BFV-RW-009BV-RW-010BFV-RW-012"PANEL-HA6""TX-LA6""PANEL-LA6""PUMP NO.1 VFD""PUMP NO.2 VFD""PUMP NO.3 VFD""VFD 1,2,3FILTER""MCC RW"PB PB
P-RW-3BFV-RW012-01CPLC-01BV-RW010-01CBFV-RW011-01C"PLC-01"91344E-9911ACTUATORREMOTE STATIONMFR CABLE, 1"C.1616161616BFV-RW-011BFV-RW011-01C15NORTH
GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.2.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.3.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.4.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.5.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.6.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE, LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DO NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATION OFACTUATORS.7.PROVIDE 480V/30A/3PH 316 STAINLESS STEEL FUSIBLE DISCONNECTS FOREACH DISCONNECT SHOWN ON PLANS. COORDINATE FUSE SIZE WITHACTUATOR MANUFACTURER.8.PROVIDE PULL BOXES ACCORDING TO NEC REQUIREMENTS.9.PANELBOARD "HA6" AND PLC-15 IS LOCATED AT RAW WATER PUMP STATIONELECTRICAL BUILDING.10.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURETHAT CANNOT BE REUSED MUST BE CUT FLUSH WITH THE STRUCTURE ANDSEALED PROPERLY, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDECONDUITS ROUTED EXPOSED ON THE STRUCTURE IN A MANNER THAT DOESNOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, OR INTERFERE WITH THEREMOVAL AND MAINTENANCE OF EQUIPMENT. SURFACE MOUNTINGCONDUIT ON THE DECK OF THE STRUCTURE IS NOT PERMITTED.11.RAW WATER PUMP STATION CHEMICAL BUILDING CU ION GENERATIONSYSTEM I/O TERMINATES TO PLC-01. RE-TERMINATE AND INTEGRATE EXISTINGCU ION GENERATION SYSTEM I/O TO PROVIDED PLC-01.NOTES BY SYMBOL " "1.EXISTING BUTTERFLY VALVE ACTUATORS SHALL REMAIN.2.DEMOLISH BALL VALVE ACTUATOR. RE: 4/E-58 FOR PHOTO.3.DEMOLISH "PLC-01", PULL BOX, AND NETWORK CABINET. RE: 2/E-58 FORPHOTO.4.PROVIDE 3 #10, #12G., 1"C.5.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT6.PROVIDE RACK FOR DISCONNECT SWITCH AND CONTROL JUNCTION BOX.7.PROVIDE 3 #10, #12G., 1"C.8.PROVIDE 3 #12, #12G., 3/4"C.9.PROVIDE FLOOR MOUNTED PLC CABINET. EXISTING POWER, ANALOG, ANDDISCRETE CONDUITS FEEDING EXISTING PLC-01 ENCLOSURE ARE TO BE CUT TOA LEVEL, AS CLOSE TO THE FINISH FLOOR AS POSSIBLE, WHERE A CONDUITBUSHING CAN BE INSTALLED. UTILIZE EXISTING CONDUCTORS FOREQUIPMENT AND DEVICES NOT INCLUDED IN THE SCOPE OF WORK. ANYCONDUCTOR THAT DOES NOT REACH BACK TO THE TERMINAL BLOCKS AFTERCUTTING CONDUITS MUST BE PROVIDED. NO SPLICES ARE ALLOWED IN THEENCLOSURE WITHOUT THE USE OF TERMINAL BLOCKS.10.INSTALL CONDUIT OVERHEAD TO AVOID TRIPPING HAZARDS. UTILIZESTRUCTURAL BEAMS FOR CONDUIT ROUTING.11.ROUTE ACTUATOR CONTROL CONDUCTORS THROUGH CONTROLS PULL BOXAND ELECTRICAL ROOM EN ROUTE TO BFV-RW-012.12.PROVIDE WALL MOUNTED POWER PULL BOX. MOUNT AS HIGH AS POSSIBLE.13.PROVIDE WALL MOUNTED CONTROLS PULL BOX. MOUNT AS HIGH ASPOSSIBLE.14.DEMOLISH ACTUATOR REMOTE STATION FOR BV-RW-010.15.PROVIDE A DIRECT RS-485 SERIAL CONNECTION BETWEEN ACTUATORBV-RW-010 AND PLC-01.16.ALL VALVES AND ACTUATORS TO REMAIN SHALL BE CONNECTED TO NETWORKAND OPERATIONAL AFTER THE REMOVAL OF VALVE ACTUATOR BV-RW-010.REROUTE RS-485 SERIAL CONNECTION TO RWPS EXISTING PUMP NO.3 VFD.FIELD VERIFY ORDER OF SERIAL CONNECTIONS FROM VALVE/ACTUATOR TOVALVE/ACTUATOR. RE: 1/E-77 FOR ADDITIONAL INFORMATION.17.PROVIDE A PULL BOX AND TERMINATE POWER CONDUIT FOR FUTURE USE.ELECTRICAL
RAW WATER PUMP STATION
BUILDING PLANSE-10POL
JTR
.
JWM1/8"=1'-0"4'8'16'0SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:04 AM Plot By: 04169 Filename: N:\ELEC\EL-RWP-PL-BLDG.dwg Last Saved: 9/27/2023 4:26 PM Saved By: 04169Filename: N:\ELEC\EL-RWP-PL-BLDG.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-RWP-PL-BLDG.dwg RAW WATER PUMP STATIONDEMOLITION PLAN1/8" = 1'-0"1-NORTH RAW WATER PUMP STATIONPOWER PLAN1/8" = 1'-0"2-NORTH
RAW WATER PUMP STATIONCONTROLS PLAN1/8" = 1'-0"3-1710-16-2023194
*
2(TYP 4)1114433SLG-POC-5SLG-POC-6SLG-POC-3SLG-POC-4SLG-POC-1SLG-POC-2SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:48 AM Plot By: 04169 Filename: N:\ELEC\EL-POC-PL-DEMO01.dwg Last Saved: 10/11/2022 8:21 AM Saved By: 03823Filename: N:\ELEC\EL-POC-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-POC-PL-DEMO01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.5.RE: E-61 FOR PHOTO.NOTES BY SYMBOL " "1.DEMOLISH OFF-GAS OZONE ANALYZERS. CIRCUIT CONDUCTORS AND CONDUITTO REMAIN TO BE REUSED. RE: E-12 FOR NEW OFF-GAS OZONE ANALYZERS.2.DEMOLISH LIGHTING POLES, LIGHTING FIXTURES AND CIRCUIT CONDUCTORS.EXISTING CONDUITS, CONCRETE PEDESTAL AND ANCHORS TO BE REUSED.CONTRACTOR TO TAKE CARE NOT TO DAMAGE EXISTING CONCRETEPEDESTALS AND ANCHORS. RE: E-12 FOR NEW BREAKOVER POLE LIGHTING.3.DEMOLISH INLET GATE ACTUATORS.4.DEMOLISH OUTLET GATE ACTUATORS.1/4"=1'-0"2'1'4'8'0ELECTRICAL
PRE-OZONE CONTACTORS
DEMOLITION PLANE-11POL
JTR
.
JWMPRE-OZONE CONTACTORSUPPER LEVEL DEMOLITION PLAN1/4" = 1'-0"1-NORTH10-16-2023195
*
PBPBPBAIT-5911LE3-17LE3-24LE3-28PIPE GALLERYSAMPLE RETURNPUMP 1 STARTERPLC-08PSH-POC-1PSH-POC-01CRSP-POC-01CSAMPLE PUMP2 STARTERPSH-POC-2PSH-POC-02CPLC-08RSP-POC-02C1111"PLC-08"PLC-0871111107PLC-08AIT-5911-01APLC08-01DPLC-072 #8, #10G., 1"C.2 #10, #10G., 3/4"C.2 #10, #10G., 3/4"C.CONTROLS PULL BOXPOWER PULL BOXPBAIT-60282E-12AIT-5952AIT-5978PLC-08BEA-53904BEA-5390-01C11125LE3-21(TYP 4)63P1P1P1P1LE3-21LE3-21LE3-218888HA4-109,111,113HA4-97,99,101SLG-POC4-01CSLG-POC3-01CSLG-POC2-01CSLG-POC1-01CHA4-103,105,107SLG-POC-1SLG-POC-2SLG-POC-5SLG-POC-6SLG-POC-3SLG-POC-428E-98RE: 1/E-8 FORCONTINUATIONRE: 1/E-8 FORCONTINUATION121291291212121212925E-98LE3-19WP/GFI1110PLC-0817FS-EF1-01CFS-EF-01PRE-OZONEEXHAUST FAN(EXISTING)MS2-33D10MS2-34D88MS2-36DMS2-37DMS2-38D16MS2-39DMS2-35D64E-100SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:55 AM Plot By: 04169 Filename: N:\ELEC\EL-POC-PL-POWR01.dwg Last Saved: 9/27/2023 4:23 PM Saved By: 04169Filename: N:\ELEC\EL-POC-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-POC-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS TO BE PROVIDED UNDER THIS CONTRACT.2.CORE DRILL INTO NON-WETTED WALLS FOR ALL CONDUIT PENETRATIONSINTO PRE-OZONE CONTACTORS. GROUT VOID AROUND CONDUIT.3.PANELBOARD "LE3" AND "HA4" ARE LOCATED IN CHLORINE AND AMMONIASTORAGE BUILDING ELECTRICAL ROOM.4.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURETHAT CANNOT BE REUSED MUST BE CUT FLUSH WITH THE STRUCTURE ANDSEALED PROPERLY, UNLESS OTHERWISE NOTED. FIELD VERIFY EXISTINGCONDUIT ROUTING PRIOR TO USE.5.ROUTE POWER AND CONTROL CIRCUITS THROUGH PULL BOX BEFORELEAVING POC.6.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE. LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DONOT BLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATIONOF ACTUATORS.7.CONTRACTOR SHALL PROVIDE SURGE PROTECTION DEVICE CONNECTED INPARALLEL WITH THE LOAD SIDE OF THE FUSIBLE SAFETY DISCONNECTSWITCH. TYPICAL FOR ALL VALVE ACTUATOR SAFETY DISCONNECT SWITCHES.8.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.9.PLC-07 IS LOCATED AT CHLORINE AND AMMONIA STORAGE BUILDINGELECTRICAL ROOM.10.PROVIDE 480V/30A/3PH 316 STAINLESS STEEL FUSIBLE DISCONNECT FOREACH DISCONNECT SHOWN ON PLANS. COORDINATE FUSE SIZE WITHACTUATOR MANUFACTURER.11.SURFACE MOUNTING CONDUIT ON THE TOP DECK OF THE STRUCTURE IS NOTPERMITTED. PROVIDE CONDUITS ROUTED EXPOSED ON THE STRUCTURE IN AMANNER THAT DOES NOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, ORINTERFERE WITH THE REMOVAL AND MAINTENANCE OF EQUIPMENT.12.RE: 1/E-105 FOR STRUCTURE POLE LIGHTING AND RECEPTACLE MOUNTINGDETAIL.13.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE OFF-GAS OZONE ANALYZERS. MOUNT ANALYZERS TO EXISTING RACKAND RECONNECT ANALYZER TO EXISTING POWER AND ANALOG CIRCUITS.2.CONNECT LIGHT POLES TO EXISTING LIGHTNING PROTECTION SYSTEM.PROVIDE UL MASTER LABEL FOR STRUCTURE FOLLOWING INSTALLATION.3.VIA LIGHTING CONTACTOR IN CHLORINE AND AMMONIA STORAGE BUILDINGELECTRICAL ROOM.4.MOUNT 03 AMBIENT ALARM PANEL. OUTSIDE NEXT TO GALLERY ENTRANCEDOOR. MOUNT 8'-0" AFF. MOUNT BEACON AT 8'-0" AFF. RE: 3/E-81 FOR 03AMBIENT ALARM PANEL CONTROL SCHEMATIC.5.PROVIDE POLE MOUNTED WP,GFI RECEPTACLE WITH DEDICATED 120VCIRCUIT ROUTED TO LE3-19. RECEPTACLE BOX AND CONDUIT PENETRATIONTO BE INCLUDED FROM THE LIGHTING POLE MANUFACTURER. PROVIDE 2 #12,#12G., 3/4"C. FOR THE RECEPTACLE AND 2 #12, #12G., 3/4"C. FOR THELIGHTING.6.UTILIZE EXISTING PEDESTALS, ANCHORS & CONDUITS. PROVIDE NEWCONDUCTORS FOR LIGHT FIXTURES.7.PROVIDE 120VAC, 1PHASE, NEMA 4X 304 STAINLESS STEEL COMBINATIONMOTOR STARTER WITH INTEGRATED FUSIBLE DISCONNECT SWITCH.8.PROVIDE RACK FOR DISCONNECT SWITCH.9.PROVIDE 3 #10, #10G., 1"C.10.ROUTE ACTUATOR LOOP CONNECTION THROUGH PLC-08 FROMFLOCCULATION/SEDIMENTATION BASIN ACTUATOR USING UNDERGROUNDDUCT BANK. CORE DRILL THROUGH TOP OF GALLERY SLAB.11.PROVIDE 2 #12, #12G., 3/4"C.12.PROVIDE 3 #12, #12G., 3/4"C.13.DO NOT PENETRATE TOP OF PLC CABINET.14.PROVIDE 1-#18 TSP, 3/4"C.15.PROVIDE FLOW SWITCH FOR EXHAUST FAN. MOUNT TO DUCTWORK ABOVETOP SLAB.16.ROUTE ACTUATOR LOOP CONNECTION THROUGH PLC-08 TO USINGUNDERGROUND DUCT BANK. CORE DRILL THROUGH TOP OF GALLERY SLAB.ELECTRICAL
PRE-OZONE CONTACTORS
PLANE-12.POL
JTR
.
JWM1/4"=1'-0"2'1'4'8'0PRE-OZONE CONTACTORSPIPE GALLERY PLAN1/4" = 1'-0"2-PRE-OZONE CONTACTORSUPPER LEVEL PLAN1/4" = 1'-0"1-1/4"=1'-0"2'1'4'8'0NORTHNORTH10-16-2023196
*
SSSUMP PUMP 1P-CC-1SUMP PUMP 2P-CC-2LIT-CCP-1SUMP PUMP CONTROL PANELSUMP PUMP CONTROL PANELLE-CCP-1LSH-CCP-1LSL-CCP-1CHEMICAL CONTAINMENT PITSUMP PUMP CONTROL PANELRE: 1/E-8 FORCONTINUATIONLIT-CCP-1FSL-CCP-2FSL-CCP-12CHEMICAL CONTAINMENT PIT13CCPCP-01CHA5-1,3,5, 1"C.LIT-CCP1-01A26E-983 #12, #12G., 1"C.MFR CABLE, 3/4"C.MFR CABLE, 3/4"C.MFR CABLE, 3/4"C.3 #12, #12G., 1"C.FSL-CCP2-01CSV-CCP-2SV-CCP2-01CSV-CCP1-01CSV-CCP-1FSL-CCP1-01CLE3-59HEAT TRACE CONTROLLER2 #12, #12G., 3/4"C.2 #12, #12G., 3/4"C.4NORTHGENERAL NOTES:1.ROUTE CONDUITS IN A MANNER THAT DOES NOT IMPEDE REMOVAL OFMOTORS, PUMPS OR PROCESS PIPING.NOTES BY SYMBOL " "1.PROVIDE EQUIPMENT RACK, WITH A CONCRETE PAD EXTENDING 36" INFRONT OF CONTROL PANEL DOOR. REFER TO 6/E-101 FOR DETAIL.2.PROVIDE 3 #10, #10G., 1"C. FROM PANELBOARD HA5 LOCATED IN CHEMICALBUILDING ELECTRICAL ROOM.3.PROVIDE POWER CIRCUIT FOR LEVEL TRANSMITTER FROM CONTROL PANEL.4.PROVIDE 3W/FT HEAT TRACE FOR ALL ABOVE GRADE PROCESS PIPING,INCLUDING PUMP DISCHARGE, PUMP RECIRCULATION LINE AND SEAL WATERLINES..CHEMICAL CONTAINMENT PIT PLAN1/2" = 1'-0"1-ELECTRICAL
.
CHEMICAL CONTAINMENT PIT PLANE-13POL
JTR
.
JWMSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:37 AM Plot By: 04169 Filename: N:\ELEC\EL-CCP-PL-POWR01.dwg Last Saved: 9/29/2022 11:23 AM Saved By: 03823Filename: N:\ELEC\EL-CCP-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-CCP-PL-POWR01.dwg1'1/2"=1'-0"2'4'010-16-2023197
*
1TYP 14SC-FS-4SC-FS-3F-FS-3CF-FS-3DMV-FS-2CC-FS-2SC-FS-2SC-FS-1MV-FS-1CC-FS-1F-FS-3BF-FS-3ATC-1TC-2TV-FS-1TV-FS-23245EXISTINGPULL BOX66EXISTINGPULL BOXSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:43 AM Plot By: 04169 Filename: N:\ELEC\EL-FLB-PL-DEMO01.dwg Last Saved: 10/4/2022 8:30 AM Saved By: 03823Filename: N:\ELEC\EL-FLB-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FLB-PL-DEMO01.dwg
NORTH
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION TO BE DEMOLISHED, CONTRACTORTO DEMOLISH ASSOCIATED CONDUCTORS AND SUPPORTS BACK TO SOURCE,UNLESS OTHERWISE NOTED. EXISTING CONDUITS EMBEDDED IN THESTRUCTURE ARE TO BE UTILIZED FOR NEW EQUIPMENT WHERE AVAILABLE. IFEXISTING CONDUITS EMBEDDED IN THE STRUCTURE CANNOT BE UTILIZED,CUT THEM FLUSH WITH THE STRUCTURE AND PROVIDE A WATERPROOF SEAL.NOTES BY SYMBOL " "1.DEMOLISH LIGHTING POLES, LIGHT FIXTURES, RECEPTACLES AND CIRCUITCONDUCTORS. EXISTING CONDUITS, CONCRETE PEDESTAL AND ANCHORS TOBE REUSED. CONTRACTOR TO TAKE CARE NOT TO DAMAGE EXISTINGCONCRETE PEDESTALS AND ANCHORS (TYP 14).2.DEMOLISH MUD VALVE NO.1 ACTUATOR.3.DEMOLISH MUD VALVE NO.2 ACTUATOR.4.DEMOLISH TELESCOPING VALVE NO.1 ACTUATOR.5.DEMOLISH TELESCOPING VALVE NO.2 ACTUATOR.6.EXISTING PULLBOXES TO REMAIN ACTUATOR.3/32"=1'-0"4'8'16'0FLOCCULATION/SEDIMENTATION BASINDEMOLITION PLAN3/32" = 1'-0"1-ELECTRICAL
FLOCCULATION/SEDIMENTATION BASIN
DEMOLITION PLANE-14.POL
JTR
.
JWM 10-16-2023198
*
SC-FS-2BSC-FS-2AF-FS-3CF-FS-3DCC-FS-2SC-FS-1BSC-FS-1ACC-FS-1F-FS-3BF-FS-3ATC-1TC-2MCC-OPMCC-OPMCC-OPTV2-01PTV2-02PTV-FS-2TV1-01PTV1-02PTV-FS-1MV1-01PMV1-02PMV-FS-1MCC-OPMV2-01PMV2-02PMV-FS-22EXISTINGPULL BOXEXISTINGPULL BOX12123SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:01 AM Plot By: 04169 Filename: N:\ELEC\EL-FLB-PL-POWR01.dwg Last Saved: 10/11/2022 8:24 AM Saved By: 03823Filename: N:\ELEC\EL-FLB-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FLB-PL-POWR01.dwg
NORTH
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS TO BE PROVIDED UNDER THIS CONTRACT.2.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE.WHERE ADDITIONAL CONDUITS ARE NEEDED, CONTRACTOR TO PROVIDECONDUITS BELOW WALKWAYS ABOVE MAXIMUM WATER SURFACE LEVELCORE DRILL THROUGH WALLS AS NEEDED. ROUTE CIRCUITRY THROUGHEXISTING PULL BOX LOCATED ON THE EAST SIDE OF THE SEDIMENTATIONBASIN.3.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE. LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DO NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATION OFACTUATORS.4.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE SAFETY DISCONNECT SWITCH. TYPICAL FOR ALL VALVE ACTUATORSAFETY DISCONNECT SWITCHES.5.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.6.MCC-OP IS LOCATED IN OPERATIONS BUILDING ELECTRICAL ROOM.7.PROVIDE 480V/30A/3PH 316 STAINLESS STEEL FUSIBLE DISCONNECTS FOREACH DISCONNECT SHOWN ON PLANS. COORDINATE FUSE SIZE WITHACTUATOR MANUFACTURER.NOTES BY SYMBOL " "1.UTILIZE EXISTING PULL BOX. SPLICES ARE NOT PERMITTED IN EXISTINGPULL BOX. PROVIDE PULL BOXES AND TERMINATION CABINETS AS NEEDED.2.PROVIDE EQUIPMENT RACK FOR FUSIBLE SAFETY DISCONNECT SWITCH.EQUIPMENT RACK MUST BE INSTALLED IN A LOCATION THAT DOES NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT MANUAL OPERATION OFACTUATORS.3.PROVIDE 3W/FT HEAT TRACE FOR ABOVE GRADE 4" DRAIN LINE. PROVIDE3 #12, #12G., 3/4"C. FROM LB4-19. PROVIDE GFEP TYPE CIRCUIT BREAKER.3/32"=1'-0"4'8'16'0FLOCCULATION/SEDIMENTATION BASINPOWER PLAN3/32" = 1'-0"1-ELECTRICAL
FLOCCULATION/SEDIMENTATION BASIN
POWER PLANE-15.POL
JTR
.
JWM 10-16-2023199
*
SC-FS-2BSC-FS-2AF-FS-3CF-FS-3DMV-FS-2CC-FS-2SC-FS-1BSC-FS-1AMV-FS-1CC-FS-1F-FS-3BF-FS-3ATC-1TC-2EXISTINGPULL BOXEXISTINGPULL BOX11MS2-31D4MS2-32DTV-FS-1MS2-33DMS1-27D35TV-FS-2MS1-25D2MS1-26DSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:37 AM Plot By: 04169 Filename: N:\ELEC\EL-FLB-PL-INST01.dwg Last Saved: 9/27/2023 4:20 PM Saved By: 04169Filename: N:\ELEC\EL-FLB-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FLB-PL-INST01.dwg
NORTH
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT.2.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE.WHERE ADDITIONAL CONDUITS ARE NEEDED, CONTRACTOR TO PROVIDECONDUITS BELOW WALKWAYS ABOVE MAXIMUM WATER SURFACE LEVELCORE DRILL THROUGH WALLS AS NEEDED. ROUTE CIRCUITRY THROUGHEXISTING PULL BOX LOCATED ON THE EAST SIDE OF THE SEDIMENTATIONBASIN.3.PLC-06 IS LOCATED IN THE OPERATIONS BUILDING ELECTRICAL ROOM.4.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.5.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.UTILIZE EXISTING PULL BOX. SPLICES ARE NOT PERMITTED IN PULL BOXES.PULL BOXES AND TERMINATION CABINETS AS NEEDED.2.CONTINUATION OF ACTUATOR LOOP CONNECTION FROM CONTROLS FORFILTERS 5-8 BACKWASH ACTUATORS. RE: 1/E-16 FOR CONTINUATION.3.CONTINUATION OF ACTUATOR LOOP CONNECTION OF CONTROLS FORBLOWER BUILDING ACTUATORS. RE: 1/E-38 FOR CONTINUATION.4.CONTINUATION OF ACTUATOR LOOP CONNECTION OF CONTROLS FROMINTERMEDIATE OZONE CONTACTORS ACTUATORS. RE: 1/E-19 FORCONTINUATION.5.ROUTE ACTUATOR LOOP CONNECTION THROUGH PLC-06 ANDUNDERGROUND DUCT BANK TO THE PRE-OZONE CONTACTORS ACTUATORS.RE: 1/E-8 FOR CONTINUATION.3/32"=1'-0"4'8'16'0FLOCCULATION/SEDIMENTATION BASINCONTROLS & INSTRUMENTATION PLAN3/32" = 1'-0"1-ELECTRICAL
FLOCCULATION/SEDIMENTATION BASIN
CONTROLS & INSTRUMENTATION PLANE-16.POL
JTR
.
JWM 10-16-2023200
*
LB4-13WP/GFILB4-13WP/GFILB4-13WP/GFILB4-13WP/GFI321(TYP 14)LB4-11WP/GFILB4-11WP/GFILB4-11WP/GFILB4-11WP/GFIP2P2P2P2P2P2P2P2LB4-7LB4-13WP/GFILB4-13WP/GFILB4-13WP/GFILB4-13WP/GFILB4-11WP/GFILB4-11WP/GFILB4-11WP/GFILB4-11WP/GFIP2P2P2EXISTINGPULL BOXEXISTINGPULL BOX44P2P2P2LB4-9SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:41 AM Plot By: 04169 Filename: N:\ELEC\EL-FLB-PL-LTNG01.dwg Last Saved: 10/4/2022 8:09 AM Saved By: 03823Filename: N:\ELEC\EL-FLB-PL-LTNG01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FLB-PL-LTNG01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS TO BE PROVIDED UNDER THIS CONTRACT.2.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTUREWHERE AVAILABLE. CONTRACTOR TO PROVIDE CONDUITS BELOW WALKWAYSABOVE MAXIMUM WATER SURFACE ELEVATION. CORE DRILL THROUGHWALLS AS NEEDED. ROUTE CIRCUITRY THROUGH EXISTING PULL BOX LOCATEDON EAST SIDE OF THE SEDIMENTATION BASINS.3.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PULL BOXES AND JUNCTIONBOXES PER NEC SIZING REQUIREMENTS WHERE NEEDED.4.CONDUIT ROUTING AND LOCATIONS SHOWN ARE APPROXIMATIONS.CONTRACTOR TO MAKE ADJUSTMENTS BASED ON ACTUAL FIELD CONDITIONS.5.PROVIDE 2 #10, #12G., 3/4"C. TO FIRST RECEPTACLE IN THE CIRCUIT.RECEPTACLES DOWNSTREAM OF FIRST DEVICE ARE PERMITTED TO BE 2 #12,#12G., 3/4"C.6.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.7.PANEL LB4 IS LOCATED IN OPERATIONS BUILDING ELECTRICAL ROOM.NOTES BY SYMBOL " "1.PROVIDE LIGHTNING PROTECTION FOR LIGHTING POLES THAT INTEGRATESINTO THE EXISTING SYSTEM. LIGHTNING PROTECTION SYSTEM MUST OBTAINUL MASTER LABEL CERTIFICATE. REFER TO 26 41 13 LIGHTNING PROTECTIONFOR STRUCTURES SPECIFICATION FOR ADDITIONAL REQUIREMENTS.2.PROVIDE 2 #10, #10G., 3/4"C. FOR STRUCTURE POLE LIGHTING. ROUTE POLELIGHTING CIRCUIT THROUGH LIGHTING CONTACTOR LOCATED IN THEOPERATIONS BUILDING ELECTRICAL ROOM. CONTRACTOR SHALL UTILIZEEXISTING PHOTOCELL ON NORTHEAST CORNER OF OPERATIONS BUILDING.3.RECEPTACLE BOX AND CONDUIT PENETRATION TO BE INCLUDED FROM THELIGHTING POLE MANUFACTURER.4.UTILIZE EXISTING PULL BOX. NO SPLICES TO BE MADE IN PULL BOXES. PROVIDEADDITIONAL PULL BOXES AND TERMINATION CABINETS AS NEEDED.ELECTRICAL
FLOCCULATION/SEDIMENTATION BASIN
LIGHTING & RECEPTACLES PLANE-17POL
JTR
.
JWM
NORTH
3/32"=1'-0"4'8'16'0FLOCCULATION/SEDIMENTATION BASINLIGHTING & RECEPTACLES PLAN3/32" = 1'-0"1-10-16-2023201
*
3311224(TYP 4)55SLG-IOC-2SLG-IOC-1SLG-IOC-3SLG-IOC-4SLG-IOC-6SLG-IOC-5SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:08 AM Plot By: 04169 Filename: N:\ELEC\EL-OZC-PL-DEMO01.dwg Last Saved: 10/10/2022 1:37 PM Saved By: 03823Filename: N:\ELEC\EL-OZC-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OZC-PL-DEMO01.dwgNORTH GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.NOTES BY SYMBOL " "1.DEMOLISH AIR DESTRUCT BLOWER MOTORS. DESTRUCT BLOWER CONTROLPANELS TO REMAIN.2.DEMOLISH OZONE ANALYZERS. CIRCUIT CONDUCTORS AND CONDUIT TOREMAIN TO BE REUSED. RE: E-19 FOR NEW OFF-GAS OZONE ANALYZERS.3.DEMOLISH OUTLET GATE ACTUATORS. RE: 4/E-59 FOR PHOTOS.4.DEMOLISH LIGHTING POLES, LIGHTING FIXTURES, POLE MOUNTEDRECEPTACLES AND CIRCUIT CONDUCTORS. EXISTING CONDUITS, CONCRETEPEDESTAL AND ANCHORS TO BE REUSED. CONTRACTOR TO TAKE CARE NOT TODAMAGE EXISTING CONCRETE PEDESTALS AND ANCHORS. RE: E-19 FOR NEWBREAKOVER POLE LIGHTING.5.DEMOLISH INLET GATE ACTUATORS. RE: 4/E-59 FOR PHOTOS.3/16"=1'-0"4'8'0INTERMEDIATE OZONE CONTACTORSDEMOLITION PLAN3/16" = 1'-0"1-ELECTRICAL
INTERMEDIATE OZONE CONTACTORS
DEMOLITION PLANE-18POL
JTR
.
JWM 10-16-2023202
*
2E-1911552(TYP 4)7LB2-62AIT-6030AIT-6041BLOWERDESTRUCTPANEL 1SLG-IOC-6SLG-IOC-5AIT-6061BLOWERDESTRUCTPANEL 2PLC-11BEA-5711BEA-5711-01C9LB2-62SLG-IOC-2141214121412141214121412HA1-110, 112, 114HA1-115, 117, 119RE: 1/E-8 FORCONTINUATION39E-9940E-9938E-99HA1-56,58,601110101010111010101011SLG-IOC-3RE: 1/E-8 FORCONTINUATIONLB2-62104LB2-62P1P1P1P115FS-EF2-01CPLC-11INTERMEDIATEOZONE EXHAUSTFAN (EXISTING)FS-EF-0232 #10, #10G., 3/4"C.MS2-25D16MS2-26D4SLG-IOC-4MS2-27DRE: 1/E-8 FORCONTINUATIONMS2-28DMS2-29DMS2-30DSLG-IOC-117MS2-31D62E-10061E-100PIPE GALLERYAIT-5711PLC-11LB2-51TO PLC-11AIT-5711-01ATO PLC-11RSP-IOC1-01CPSH-IOC1-01C8SAMPLE PUMP1 STARTERPSH-IOC-1TO PLC-11RSP-IOC2-01CPSH-IOC2-01C8SAMPLE PUMP2 STARTERPSH-IOC-2LB2-496PLC-11EXISTINGPOC RTULB2-1113PLC-02PLC11-01D2 #10, #10G., 3/4"C.2 #8, #10G., 1"C.2 #10, #10G., 3/4"C.PLC-112 #12, #12G., 3/4"C.AIT-6410TO PLC-11AIT-6410-01A2 #12, #12G., 3/4"C.AIT-6411PLC-11PLC-11AIT-6411-01A2 #12, #12G., 3/4"C.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:05 AM Plot By: 04169 Filename: N:\ELEC\EL-OZC-PL-POWR01.dwg Last Saved: 9/27/2023 4:15 PM Saved By: 04169Filename: N:\ELEC\EL-OZC-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OZC-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS TO BE PROVIDED UNDER THIS CONTRACT.2.CORE DRILL INTO NON-WETTED WALLS FOR ALL CONDUIT PENETRATIONSINTO INTERMEDIATE OZONE CONTACTORS. GROUT VOID AROUND CONDUIT.3.PANELBOARD "HA1" AND "LB2" ARE LOCATED IN OZONE GENERATIONBUILDING. PLC-10 IS LOCATED AT FILTER 5-8 ELECTRICAL BUILDING. PLC-IOCIS LOCATED IN THE IOC GALLERY.4.PROVIDE 2 #10, #12G., 3/4"C. FOR LIGHTING CIRCUITS. UTILIZE EMBEDDEDCONDUIT WITHIN STRUCTURE WHERE AVAILABLE. IF EXISTING CONDUIT ISUNAVAILABLE, PROVIDE MINIMUM 3/4" CONDUIT ABOVE GRADE.5.ROUTE POWER AND CONTROL CIRCUITS THROUGH PULL BOX BEFORELEAVING IOC.6.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE. LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DONOT BLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATIONOF ACTUATORS.7.CONTRACTOR SHALL PROVIDE SURGE PROTECTION DEVICE CONNECTED TOTHE LOAD SIDE OF THE FUSIBLE SAFETY DISCONNECT SWITCH. TYPICAL FORALL VALVE ACTUATOR SAFETY DISCONNECT SWITCHES.8.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.9.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.10.UTILIZE EXISTING EMBEDDED CONDUITS WHERE AVAILABLE. WHERECONDUITS CANNOT BE REUSED, CUT FLUSH WITH THE SURFACE AND SEAL.11.PROVIDE 480V/30A/3PH 316 STAINLESS STEEL FUSIBLE DISCONNECTS FOREACH DISCONNECT SHOWN ON PLANS. COORDINATE FUSE SIZE WITHACTUATOR MANUFACTURER.12.DO NOT PENETRATE THE TOP OF PLC CABINET.13.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE 3 #12, #12G., 3/4"C. FROM BLOWER TO EXISTING DESTRUCTBLOWER CONTROL PANEL.2.CONNECT LIGHT POLES TO EXISTING LIGHTNING PROTECTION SYSTEM.PROVIDE UL MASTER LABEL FOR STRUCTURE FOLLOWING INSTALLATION.3.VIA LIGHTING CONTACTOR IN OZONE BUILDING ELECTRICAL ROOM.4.PROVIDE POLE MOUNTED WP, GFI RECEPTACLE WITH DEDICATED 120VCIRCUIT ROUTED TO LB2-64. CONDUIT PENETRATION TO BE INCLUDED FROMTHE LIGHTING POLE MANUFACTURER.5.MOUNT ANALYZERS TO EXISTING RACK AND RECONNECT ANALYZER TOEXISTING POWER AND ANALOG CIRCUITS.6.REROUTE LIGHTING CONDUIT AROUND PLC-11 ENCLOSURE.7.UTILIZE EXISTING PEDESTALS, ANCHORS & CONDUITS. PROVIDE NEWCONDUCTORS FOR LIGHT FIXTURES.8.PROVIDE 120VAC, 1PHASE, NEMA 4X 304 STAINLESS STEEL COMBINATIONMOTOR STARTER WITH INTEGRATED FUSIBLE DISCONNECT SWITCH.9.MOUNT OZONE AMBIENT ALARM BEACON AND SOUNDER OUTSIDE NEX TOGALLERY ENTRANCE DOOR. MOUNT BEACON 8'-0" AFF. BEACON WILL BECONTROLLED FROM RELAY AND LOCATED IN PLC CABINET. RE: 3/E-12 FORCONTROL SCHEMATIC.10.PROVIDE 3 #12, #12G., 3/4"C.11.PROVIDE 3 #10, #12G., 3/4"C.12.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.13.PROVIDE 2 #12, #12G., 3/4"C.14.PROVIDE RACK FOR DISCONNECT SWITCH. RE: 2/E-104 FOR SAFETYDISCONNECT MOUNTING DETAIL.15.PROVIDE FLOW SWITCH FOR EXHAUST FANS. MOUNT TO DUCTWORK ABOVETOP SLAB.16.CONTINUATION OF ACTUATOR LOOP CONNECTION FROM CONTROLS FORFILTERS 1-4 BACKWASH ACTUATORS. RE: 1/E-35 FOR CONTINUATION.17.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FORFLOCCULATION/SEDIMENTATION BASIN. RE: 1/E-16 FOR CONTINUATION.ELECTRICAL
INTERMEDIATE OZONE CONTACTORS
PLANSE-19POL
JTR
.
JWM INTERMEDIATE OZONE CONTACTORSTOP PLAN3/16" = 1'-0"1-NORTH3/8"=1'-001'2'4'3/16"=1'-0"4'8'0INTERMEDIATE OZONE CONTACTORSPIPE GALLERY PLAN3/8" = 1'-0"2-NORTH10-16-2023203
*
FUTURE O3GEN 3FUTUREPSU 3PSU 1O3 GEN 1FUTURE O3GEN 4O3 GEN 2PSU 2FUTUREPSU 4FUTURE
NITROGEN
GENERATORELECTRICALROOMCONTROLROOM NITROGENGENERATORTO PREOZONE CONTACTORPANELBOARD"LB-2"PLC-02MCC-OZTRANSFORMER"LB-2"PANELBOARD "HA-1"118FUTURE O3GEN 3FUTUREPSU 3PSU 1O3 GEN 1FUTURE O3GEN 4O3 GEN 2PSU 2FUTUREPSU 4FUTURE
NITROGEN
GENERATORELECTRICALROOMCONTROLROOM NITROGENGENERATORTO PREOZONE CONTACTORPANELBOARD"LB-2"PLC-02MCC-OZTRANSFORMER"LB-2"PANELBOARD "HA-1"ESTP4ESTP3ESTP3-01CESTP2-01CBEA-5390BEA-5390-01CAIT-5390ESTP2ESTP1-01CLB2-53PLC-02AIT-5390-01A2 #12, #12G., 3/4"C.ESTP4-01CBEA-5290BEA-5290-01CAIT-52906LB2-55PLC-02AIT-5290-01A2 #12, #12G., 3/4"C.ESTP6ESTP5ESTP5-01C44ESTP6-01C2ESTP7-01CESTP7LB2-67BEA-5292-01C2 #12, #12G., 3/4"C.4BEA-52926AIT-5292OZONEALARM PANELBEA-5293LP2-68PLC-02OZONE ALARMPANELAIT-52936OZONEALARMPANELOZONE ALARMPANELESTP1OZONE ALARM PANELOZONE ALARM PANELLB2-652 #12, #12G., 3/4"C.OZONE ALARM PANELOZONEALARMPANEL5LB2-662 #12, #12G., 3/4"C.PCLIGHTINGCONTACTOR2 #12, #12G., 3/4"C.BEA-5393-01C2 #12, #12G., 3/4"C.AIT-5393-01AAIT-5393-01C6AIT-5390-01CAIT-5290-01C7AIT-5292-01CAIT-5292-01AEOZONE GENERATION EMERGENCY STOP CONTROL SCHEMATICNOT TO SCALE3-NO.3 GENERAL NOTES:1.OZONE GENERATOR PLC-02 IS EXISTING. THE EMERGENCY PUSHBUTTON SHOWN ISMOUNTED TO PANEL DOOR AND WILL BE WIRED WITH THE NEW EMERGENCY STOPPUSHBUTTON IN SERIES IF NORMALLY CLOSED, OR PARALLEL IF NORMALLY OPEN.2.WIRE EMERGENCY STOP PUSHBUTTON STATIONS EITHER NORMALLY OPEN ORNORMALLY CLOSE. MATCH EXISTING EMERGENCY STOP PUSHBUTTON LOCATED ONOZONE GENERATOR CONTROL PANEL DOOR CONTACT POSITION.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:01 AM Plot By: 04169 Filename: N:\ELEC\EL-OZB-PL-POWR01.dwg Last Saved: 10/10/2022 1:45 PM Saved By: 03823Filename: N:\ELEC\EL-OZB-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OZB-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANK.NOTES BY SYMBOL " "1.DEMOLISH EXISTING AMBIENT OZONE ANALYZERS (AE/AIT-5290 ANDAE/AIT-5390) MOUNTED ON GENERATOR SKID.2.PROVIDE OZONE GENERATOR EMERGENCY STOP PUSHBUTTON STATIONSWIRED IN SERIES WITH EXISTING EMERGENCY STOP PUSH BUTTON LOCATED ONPLC-02 DOOR. ACTIVATING ANY EMERGENCY STOP PUSH BUTTON WILLDE-ENERGIZE THE OZONE GENERATION EQUIPMENT. MOUNT PUSHBUTTONSTATIONS 48" AFF. RE: 3/E-20 FOR CONTROL SCHEMATIC.3.INSTALL NEW AMBIENT OZONE MONITORS (AE/AIT-5290, AE/AIT-5390, ANDAE/AIT-5392).4.PROVIDE 20A, 1P CIRCUIT BREAKER IN PANELBOARD "LB-2".5.INTERMEDIATE OZONE CONTACTOR LIGHTING CONTACTOR.6.MOUNT BEACON/SOUNDER OUTSIDE NEXT TO ENTRANCE DOOR. MOUNT 8'-0"AFF.7.CONTRACTOR SHALL PROVIDE OZONE ALARM PANEL.8.REMOVE MEDIA CONVERTER AND RS-485 CONNECTION TO INTERMEDIATEOZONE CONTACTOR SLUICE GATE ACTUATORS. REMOVE UNMANAGEDETHERNET SWITCH. RE: 3/E-59 FOR PHOTOS.9.INSTALL OWNER FURNISHED MANAGED SWITCH IN PLC-02 CABINET.3/16"=1'-0"4'8'0OZONE GENERATION BUILDINGDEMOLITION PLAN3/16" = 1'-0"1-ELECTRICAL
OZONE GENERATION BUILDING
PLANE-20POL
JTR
.
JWMOZONE GENERATION BUILDINGPOWER, CONTROLS & INSTRUMENTATION PLAN3/16" = 1'-0"2-NORTH
NORTH
10-16-2023204
*
FILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDINGFILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDINGJJTPBPBPBPBPBPBPBPBLE-148LIT-192LIT-214LE-214LE-203LIT-203LE-225LIT-225LE-148LIT-148LIT-170LE-170LE-159LIT-159LE-1811067777777777746HMIFILTER IFIXWORKSTATIONFILTERNETWORKPANELFILTER FIBER OPTICPATCH PANEL5(TYP 8)2E-221E-22LIT-1813E-22711113223322311912771E-24912BFV-F-165BFV-F-176BFV-F-164BFV-F-175BFV-F-163BFV-F-176BFV-F-207BFV-F-218BFV-F-208BFV-F-219BFV-F-142BFV-F-153BFV-F-152BFV-F-141BFV-F-196BFV-F-185BFV-F-197BFV-F-186BFV-F-143BFV-F-154BFV-F-187BFV-F-198BFV-F-209BFV-F-2208108SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:41 AM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-DEMO01.dwg Last Saved: 8/2/2023 10:31 PM Saved By: 04169Filename: N:\ELEC\EL-TFIL-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-DEMO01.dwg GENERAL NOTES:1.SCHEDULE FILTER SHUTDOWNS ACCORDING TO SPECIAL PROCEDURESPECIFICATION 01 35 00.2.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.3.SALVAGE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURETHAT CANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE ANDSEALED PROPERLY, UNLESS OTHERWISE NOTED.4.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN, DEMOLISHASSOCIATED CONDUITS, CONDUCTORS AND SUPPORTS BACK TO SOURCE,UNLESS OTHERWISE NOTED.5.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS AND SUPPORTS BACK TOSOURCE, UNLESS OTHERWISE NOTED.6.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.7.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.8.EQUIPMENT SHOWN ON THIS SHEET ARE LOCATED ABOVE GRADE.9.LIGHTING IN FILTER GALLERIES TO REMAIN.10.EXISTING RECEPTACLES TO REMAIN, UNLESS OTHERWISE NOTED.11.RE: E-22 FOR PIPE GALLERY DEMOLITION PLAN.12.RE: E-34 FOR GALLERY STAIRWELL PICTURES.13.HVAC EQUIPMENT TO REMAIN. POWER SUPPLY CONDUCTORS FOR HVACEQUIPMENT TO BE DEMOLISHED. CONTROL CONDUCTORS THAT ORIGINATEAND TERMINATE AT THE FILTERS ARE TO REMAIN.14.LIGHTING WALL PACKS ON THE STRUCTURE TO REMAIN.15.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.16.RE: E-61 FOR PHOTOS.NOTES BY SYMBOL " "1.DEMOLISH EFFLUENT BUTTERFLY VALVE ACTUATORS.2.DEMOLISH INFLUENT BUTTERFLY VALVE ACTUATOR.3.DEMOLISH FILTER DRAIN VALVE ACTUATOR.4.RE: E-24 FOR BUILDING EQUIPMENT TO BE DEMOLISHED IN FILTER CONTROLBUILDING.5.DEMOLISH LIGHT POLE, LIGHT FIXTURE, AND RECEPTACLE. EXISTING PEDESTALAND ANCHORS TO BE REUSED.6.HEAT TRACE SYSTEM TO REMAIN.7.LEVEL TRANSMITTER AND ULTRASONIC DEVICE TO REMAIN.8.JUNCTION BOX IN STAIRWELL TO REMAIN. CONTRACTOR SHALL ROUTE POWERAND CONTROL CONDUCTORS TO PROPOSED PANELBOARD AND PLC.9.EXISTING ROOF TOP (FILTER GALLERY) VENTILATION FAN AND ASSOCIATEDCOMBINATION STARTER TO REMAIN.10.UNIT SPACE HEATERS TO REMAIN.11.EXISTING JUNCTION BOX TO REMAIN. DO NOT DEMOLISH ANY CONDUITS ORSUPPORTS ASSOCIATED WITH THIS JUNCTION BOX.12.EXISTING ROOF TOP (STAIRWELL) VENTILATION FAN AND ASSOCIATED STARTERTO REMAIN.3/16"=1'-0"4'8'0ELECTRICAL
FILTERS
TOP DEMOLITION PLANE-21POL
JTR
.
JWMFILTERSTOP DEMOLITION PLAN3/16" = 1'-0"1-NORTH
10-16-2023205
*
GV-F-212
DPIT-213
FE-215
BFV-F-210
BFV-F-211
FE-226
BFV-F-221
GV-F-223
BFV-F-222
DPIT-224
GV-F-190DPIT-191FE-193BFV-F-188BFV-F-189FE-204BFV-F-199GV-F-201BFV-F-200DPIT-202 FIT-193AIT-195FIT-204
FIT-215
AIT-217
FIT-226
91023111211110310231112111103121145117612114511PBPBSP-F-5SP-F-61313GV-F-146DPIT-147FE-149BFV-F-144BFV-F-145FE-160BFV-F-155GV-F-157BFV-F-156DPIT-158FIT-149AIT-151FIT-160
FIT-171
AIT-173
FIT-182
GV-F-168
DPIT-169
FE-171
BFV-F-166
BFV-F-167
FE-182
BFV-F-177
GV-F-179
BFV-F-178
DPIT-180121151311 10231112111103102311121111031145111267PBPB9SP-F-1SP-F-213138SP-F-3SP-F-4SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:02 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PIPE01.dwg Last Saved: 11/21/2022 10:15 AM Saved By: 03887Filename: N:\ELEC\EL-FIL-PL-PIPE01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PIPE01.dwg GENERAL NOTES:1.CONTRACTOR TO SCHEDULE FILTER SHUTDOWNS ACCORDING TO SPECIALPROCEDURE SPECIFICATION 01 35 00.2.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN DARK ANDHATCHED SHALL BE DEMOLISHED.3.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN, CONTRACTORSHALL DEMOLISH ASSOCIATED EXPOSED CONDUITS, CONDUCTORS AND SUPPORTSBACK TO SOURCE, UNLESS OTHERWISE NOTED.4.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR SHALL DEMOLISH ASSOCIATED EXPOSED CONDUITS, CONDUCTORSAND SUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.5.FOR MOTOR ACTUATORS TO BE DEMOLISHED CONTRACTOR SHALL REMOVEASSOCIATED DISCONNECTS.6.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE. CONTRACTORSHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERS REQUEST.7.EQUIPMENT SHOWN ON THIS SHEET ARE LOCATED IN THE FILTER GALLERIES.8.EXISTING LIGHTING FIXTURES AND RECEPTACLES IN THE FILTER GALLERIES TOREMAIN, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL DEMOLISH CONDUIT,CONDUCTORS AND SUPPORTS FOR EXISTING LIGHTING AND RECEPTACLE CIRCUITS.9.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURE THATCANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE AND SEALEDPROPERLY, UNLESS OTHERWISE NOTED.NOTES BY SYMBOL " "1.DEMOLISH FILTER RECYCLE VALVE ACTUATOR.2.DEMOLISH AIR SCOUR VALVES.3.DEMOLISH AIR SCOUR VENT VALVE.4.DEMOLISH TURBIDITY METERS.5.DEMOLISH RECEPTACLES ASSOCIATED WITH ANALYZER AND METERING EQUIPMENT.6.DEMOLISH FILTER POWER AND CONTROL JUNCTION BOXES. PROVIDE CONDUITSEALS FOR EXISTING CONDUITS PENETRATING THE FILTER GALLERY STRUCTURE.7.DEMOLISH FILTER POWER AND CONTROL TERMINATION CABINETS. RE: E-34 FORPICTURES OF EXISTING TERMINATION CABINET.8.RECYCLE PUMPS AND RECYCLE PUMP CONTROL PANELS TO REMAIN.9.SUMP PUMPS AND SUMP PUMP CONTROL PANELS TO REMAIN.10.PRESSURE METERS TO REMAIN.11.DEMOLISH FLOW METERS.12.DEMOLISH PULL BOXES ASSOCIATED WITH ANALYZER AND METERING EQUIPMENT.RE: E-33 FOR PICTURES OF EXISTING ANALYZER BACKPLANE ASSEMBLY.13.DEMOLISH INSTRUMENTATION BACKPLANE.1/4"=1'-0"2'1'4'8'0FILTERSWEST GALLERY DEMOLITION1/4" = 1'-0"1-ELECTRICAL
FILTERS
PIPE GALLERY DEMOLITION PLANE-22POL
JTR
.
JWM FILTERSEAST GALLERY DEMOLITION1/4" = 1'-0"2-FILTERSCENTER SUMP ROOM DEMOLITION1/4" = 1'-0"3-NORTH NORTH NORTH
10-16-2023206
*
FILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDINGJJPBPBPCPBPBTPBPBPBPBPBPBPBPBPBPBFILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDING1E-301E-25LE-192LIT-192LIT-214LE-214LE-203LIT-203LE-225LIT-225LE-148LIT-148LIT-170LE-170LE-159LE-181FILTER IFIXWORKSTATIONFILTERSECURITYPANELLIT-181HMI"PLC-10""HB7""LB7"SECTION 1"TX-7B"HVACFILTER 5-8 POWER/CONTROL BUILDING24(TYP 8)OITLA7-42LB7-32LB7-4HB7LB7-6HB7HB7HA7LA7-13HA7FILTER FIBER OPTICPATCH PANELBFV-208-02PBFV-F-208BFV-F-219BFV-F-218BFV-F-174BFV-F-207BFV-F-163BFV-219-02PBFV-218-01PBFV-219-01PBFV-218-02PBFV-F-164BFV-F-175HA7BFV-174-01PBFV-175-01PBFV-175-02PBFV-174-02PBFV-208-01PBFV-207-02PBFV-164-01PBFV-163-02PBFV-164-02PBFV-165-01PBFV-176-01PBFV-209-01PBFV-220-01P7(TYP 8)6(TYP 8)5BFV-207-01PBFV-163-01P2E-24LA7-13HB7HA7BFV-F-186BFV-F-197BFV-F-196BFV-F-152BFV-F-185BFV-F-141BFV-F-142BFV-F-1539LIT-159BFV-197-02PBFV-196-02PBFV-197-01PBFV-185-02PBFV-186-01PBFV-185-01PBFV-196-01PBFV-186-02PBFV-153-01PBFV-142-02PBFV-142-01PBFV-141-01PBFV-152-01PBFV-142-02PBFV-153-02PBFV-152-02PBFV-187-01PBFV-198-01PBFV-143-01PBFV-154-01P1110BFV-187-02PBFV-198-02PMECHANICALSERVICE HATCHBFV-220-02PBFV-209-02PVF-FB-01PHB7F-VF-3LB7-16F-VF-18EXISTINGHEAT TRACEFILTER CONTROLCONSOLEBFV-F-220BFV-F-209BFV-F-198BFV-F-187HA73BFV-143-02PBFV-154-02PLIGHTINGCONTACTORMECHANICALSERVICE HATCHVF-FA-01PF-VF-4F-VF-2LA7-23BFV-176-02PBFV-165-02PBFV-F-154BFV-F-143BFV-F-176BFV-F-165PCFILTER 1-4 POWER/CONTROL BUILDING112E-28MASTERSTATION 1"PLC-09""HA7""TX-7A"HVACMASTERSTATION 2AHUCONDENSERUNIT"LB7"SECTION 2"LA7"SECTION 1"LA7"SECTION 2P4P4P4P4P3P3P3P31E-252E-25SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 5:16 PM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-POWR01a.dwg Last Saved: 10/9/2023 11:20 AM Saved By: 04169Filename: N:\ELEC\EL-TFIL-PL-POWR01a.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-POWR01a.dwg GENERAL NOTES:1.POWER, DISCRETE AND ANALOG CONDUCTORS SHALL BE ROUTED INSEPARATE CONDUITS.2.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS.3.CONDUIT ROUTING SHOWN IS DIAGRAMMATIC. CONTRACTOR SHALL MAKENECESSARY CONDUIT ROUTING ADJUSTMENTS BASED ON ACTUAL SITECONDITIONS.4.PROVIDE TRIAD GROUNDING RING FOR FILTER POWER/CONTROL BUILDINGDRY-TYPE STEPDOWN TRANSFORMERS. RE: E-103 FOR GROUNDING DETAIL.5.ALL 20A/120V CIRCUITS LESS THAN 100'-0" SHALL BE 2 #12, #12G., 3/4"C. ALL20A/120V CIRCUITS 100'-0" AND GREATER FEEDING MISCELLANEOUSEQUIPMENT SHALL BE 2 #10, #10G., 3/4"C. UNLESS OTHERWISE INDICATED.6.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURETHAT CANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE ANDSEALED PROPERLY, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDECONDUITS ROUTED EXPOSED ON THE STRUCTURE IN A MANNER THAT DOESNOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, OR INTERFERE WITH THEREMOVAL AND MAINTENANCE OF EQUIPMENT.7.VALVE MOTOR ACTUATORS SERVING DIFFERENT FILTERS ARE NOT PERMITTEDTO BE ON THE SAME CIRCUIT.8.PROVIDE TERMINATION CABINETS ABOVE THE PIPE GALLERIES WHERECONNECTING MULTIPLE VALVE ACTUATOR CIRCUITRY IS NECESSARY.9.RE: E-71 & E-72 ONE-LINE DIAGRAMS FOR CIRCUITRY OF VALVE MOTORACTUATORS.10.RE: E-104 & E-105 FOR LIGHT POLE DETAILS.11.UTILIZE EXISTING EMBEDDED CONDUITS FOR LEVEL INDICATORS.CONTRACTOR SHALL MAKE ADJUSTMENTS TO PANELBOARD SCHEDULES TOSHOW CORRECT CIRCUITRY AS REQUIRED. CONTRACTOR IS PERMITTED TOGROUP UP TO 2 LEVEL TRANSMITTERS TO A SINGLE 120V CIRCUIT.12.REROUTE LIGHTING HOMERUN CONDUITS TO PANELBOARDS "LA7" & "LB7".PROVIDE ALL CONDUCTORS, CONDUIT, TERMINATIONS AND CONTROLS FOR AFULLY FUNCTIONAL LIGHTING SYSTEM. EXISTING FIXTURES TO BE REUSED,UNLESS OTHERWISE NOTED.13.REFER TO STRUCTURAL DRAWINGS FOR PENETRATION REQUIREMENTS TOTHE STRUCTURE.14.STRUCTURE LIGHTING PROTECTION SYSTEM MUST OBTAIN UL MASTER LABELCERTIFICATE.15.SURFACE MOUNTING CONDUIT ON THE DECK OF THE STRUCTURE IS NOTPERMITTED.NOTES BY SYMBOL " "1.UTILIZE EXISTING PULL BOXES. REFURBISH PULL BOXES TO MAKE WATER TIGHT. SEAL UNUSEDCONDUITS IN PULL BOX BY APPROVED METHODS.2.PROVIDE LIGHTNING PROTECTION FOR LIGHTING POLES THAT INTEGRATES INTO THE EXISTINGSYSTEM.3.PROVIDE A SINGLE PHOTOCELL ROUTED TO LIGHTING CONTACTOR IN FILTERS 1-4POWER/CONTROL BUILDING. PHOTOCELL WILL CONTROL POLE MOUNTED STRUCTURE LIGHTING.MOUNT PHOTOCELL AT 12'-0" ABOVE FINISHED GRADE AND FACING NORTH.4.PROVIDE LIGHT POLE WITH PREFABRICATED 3/4" NPT HOLE FOR DEVICE BOX MOUNTING. REFERTO DRAWINGS FOR ORIENTATION OF RECEPTACLE, CONTRACTOR SHALL PROVIDEWEATHERPROOF IN-USE COVER FOR GFCI RECEPTACLE. PROVIDE 2 #12, #12G. FOR POLEMOUNTED RECEPTACLES, UTILIZE CIRCUIT LA7-37. RE: 1/E-105 FOR POLE MOUNTED RECEPTACLEDETAIL.5.PROVIDE SEPARATE RACK MOUNTED PULL BOXES FOR 480V AND 120V POWER CONDUCTORS.ROUTE EXISTING CONDUITS TO NEW RACK MOUNTED JUNCTION BOXES EN ROUTE TO ACTUATORDISCONNECTS.6.PROVIDE EQUIPMENT RACKS FOR ACTUATOR DISCONNECTS, PULL BOXES, AND LEVEL INDICATORS.MOUNTING OF EQUIPMENT TO HANDRAILS IS NOT PERMITTED.7.UTILIZE EXISTING EMBEDDED CONDUIT FOR LEVEL TRANSMITTER POWER CONDUCTOR ROUTING.POWER AND CONTROL CONDUCTORS FOR LEVEL TRANSMITTERS ARE PERMITTED TO SHAREEXISTING CONDUIT AND FD BOXES WHERE REQUIRED. SEPARATION OF POWER AND CONTROLCONDUCTORS MUST BE MAINTAINED WITHIN CONTRACTOR PROVIDED CONDUITS AND PULLBOXES.8.UTILIZE EXISTING EMBEDDED CONDUIT AND ROUTE TO NEAREST 120V PANELBOARD CIRCUIT.CONTRACTOR TO MAKE ADJUSTMENTS TO PANELBOARD SCHEDULE AS REQUIRED.9.PROVIDE 2 #10, #12G. FOR STRUCTURE POLE LIGHTING. CIRCUIT STRUCTURE POLE LIGHTINGTHROUGH LIGHTING CONTACTOR LOCATED IN FILTERS 1-4 POWER/CONTROL BUILDING.CONTRACTOR SHALL UTILIZE CIRCUIT LA7-37.10.UTILIZE EXISTING PULL BOX FOR FILTER CONTROL BUILDING CIRCUITRY.11.PROVIDE 2 #12, #12G., 3/4"C.3/16"=1'-0"4'8'0ELECTRICAL
FILTERS
TOP POWER & LIGHTING PLANE-23POL
JTR
.
JWMFILTERSTOP POWER & LIGHTING PLAN3/16" = 1'-0"1-NORTH
10-16-2023207
*
TFILTER OITPANELFILTER CONTROLCONSOLELA7-261EXISTING IFIXWORKSTATION2FIBER PATCHPANEL (LOWER)GROUNDING BACKPLANE (LOWER)EXISTINGCONDENSERUNITLA7-7,9LA7-14SECURITY CONTROLCABINET (UPPER)LA7-16LA7-14LA7-1432 #10, #12G., 3/4"C.FIL-IFIX-01DFIL-OIT-01FAHU52 #12, #12G., 3/4"C.4TEXISTING IFIXWORKSTATIONFIBER PATCHPANEL (LOWER)GROUNDING BACKPLANE (LOWER)EXISTINGCONDENSERUNITSECURITY CONTROLCABINET (UPPER)EXISTING NETWORKCABINET12AHUEXISTING AHU33SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:04 AM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-POWR02.dwg Last Saved: 10/9/2023 11:20 AM Saved By: 03823Filename: N:\ELEC\EL-TFIL-PL-POWR02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-POWR02.dwg3/4"=1'-06"1'2'0ELECTRICAL
FILTERS
ENLARGED PLAN IE-24POL
JTR
.
JWMFILTER CONTROLBUILDING ENLARGED PLAN3/4" = 1'-0"2-NORTH NO.2 NOTES BY SYMBOL " "1.PROVIDE FILTER OIT PANEL.2.SECURITY CONTROL CABINET TO UTILIZE LA7-14 FOR 120V POWER SUPPLY.3.UTILIZE LA7-14 FOR EXISTING IFIX WORKSTATION POWER SUPPLY.4.INDOOR AIR HANDLER UNIT TO BE FED FROM OUTDOOR UNIT TERMINALBLOCKS.5.COLLABORATE WITH THE MECHANICAL CONTRACTOR TO PROVIDETHERMOSTAT, CONTROLS AND WIRING FOR PROPER FUNCTION OF THE HVACSYSTEM.NO.2 GENERAL NOTES:1.PROVIDE 2 #12, #12G., 3/4"C. FOR 208/120V. 20A CIRCUITS. UTILIZE 2 #10,#12G., 3/4"C. FOR 208/120V 30A CIRCUITS.2.UTILIZE EXISTING WIREWAY TO ROUTE CAT6 CABLE FROM IFIX CONTROLPANEL TO FILTER CONTROL CONSOLE MANAGED NETWORK SWITCH.3.HVAC UNIT POWER SUPPLIES SHOWN ARE ESTIMATED. CONTRACTOR SHALLFIELD VERIFY.FILTER CONTROL BUILDINGDEMOLITION ENLARGED PLAN3/4" = 1'-0"1-NORTH NO.1 NOTES BY SYMBOL " "1.DEMOLISH EXISTING NETWORK CABINET INCLUDING EXISTING REDUNDANTPOWER SUPPLIES, UPS, MEDIA CONVERTERS, PROTOCOL CONVERTER,NETWORK SWITCH, RECEPTACLES AND TERMINATION BLOCKS. RE: PI-3 FORSCADA SYSTEM ARCHITECTURE.2.REMOVE EXISTING WALL MOUNTED RECEPTACLE. REMOVE POWERCONDUCTORS BACK TO SUPPLYING DEVICE AND PROVIDE BLANK COVER.3.REMOVE POWER CONDUCTORS BACK TO SOURCE FOR AIR HANDLER UNITAND CONDENSER UNIT.NO.1 GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN, DEMOLISHASSOCIATED CONDUITS, CONDUCTORS AND SUPPORTS BACK TO THE SOURCE,UNLESS OTHERWISE NOTED.3.RE: 7/E-59 FOR PHOTOS OF NETWORKING CABINET.10-16-2023208
*
HVAC"PLC-09"HA7HVAC-FA-01PLA7-10LA7-24"LA7"SECTION 1"TX-7A"LA7-6POLE LIGHTINGCONTACTORPLC-09FIL-DOR1-01FIL-DOR1-01C"HA7"PLC-09TSH-FPCB1-01CTSH-FPCB1-01CLA7-24WP,GFI4HVAC-FA-02PMASTERSTATION 2LA7-40LA7-01PRE: 1/E-6 FORCONTINUATION23LA7-25FILTER OIT PANELPLC09-01DTX7A-01P537E-99"LA7"SECTION 2LB7-20LB7-2121E-97RE: 1/E-6 FORCONTINUATIONPLC-10FIL-DOR2-01FIL-DOR2-01CHB7HVAC-FB-01PLB7-24WP,GFI3HVAC-FB-02PPLC-10TSH-FPCB2-01CTSH-FPCB2-01CHVAC"PLC-10""LB7"SECTION 1"TX-7B""HB7"MASTERSTATION 1LB7-34LB7-01PRE: 1/E-6 FORCONTINUATION12LB7-19FILTER OIT PANELPLC10-01DTX7B-01P431E-98"LB7"SECTION 2SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 5:19 PM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-POWR03.dwg Last Saved: 10/13/2023 4:17 PM Saved By: 04169Filename: N:\ELEC\EL-TFIL-PL-POWR03.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-POWR03.dwg
ELECTRICAL
FILTERS
ENLARGED PLAN IIE-25POL
JTR
.
JWM3/4"=1'-06"1'2'0FILTERS 1-4 POWER/CONTROLBUILDING ENLARGED PLAN3/4" = 1'-0"1-NORTH NO.1 NOTES BY SYMBOL " "1.PROVIDE 2 #12, #12G., 3/4"C. FOR LIGHTING CONTACTOR POWER SUPPLY.ROUTE POLE LIGHTING CIRCUIT THROUGH CONTACTOR. LIGHTINGCONTACTOR TO BE CONTROLLED BY PHOTOCELL LOCATED ON FILTERSTRUCTURE FACING NORTH.2.PROVIDE REQUIRED GROUNDING FOR SEPARATELY DERIVED SYSTEM.PROVIDE GROUND ROD WITH #8 GROUND ROD CONDUCTOR IN 1"C. ROUTEDTO THE DUCT BANK GROUNDING SYSTEM.3.PROVIDE 4" TALL HOUSEKEEPING PAD THAT OVERLAPS THE TRANSFORMERBASE BY 4" ON ALL SIDES.4.MOUNT RECEPTACLE TO EQUIPMENT RACK.5.PROVIDE A DEDICATED RECEPTACLE, LB7-34, FOR THE MASTER CONTROLSTATION CABINET.NO.1 GENERAL NOTES:1.PROVIDE 2 #12, #12G., 3/4"C. FOR POWER/CONTROL BUILDING 120VEQUIPMENT AND DEVICES SUPPLIED BY PANELBOARD LA7.2.ROUTE DUCT BANK UNDER EXISTING CHEMICAL CHASE. CONDUITPENETRATIONS OF CHEMICAL CHASE ARE NOT PERMITTED.3.PROVIDE CONCRETE PAD FOR ELECTRICAL POWER/CONTROL BUILDING WITHBLOCKOUTS IN LOCATIONS WHERE CONDUITS WILL PENETRATE THE FILTERGALLERY. RE: 1/SD-S-4 TYPE "A" FOR STRUCTURAL DETAILS FOR PADREQUIREMENTS.4.LIGHT SWITCH, LIGHT FIXTURES, RECEPTACLES AND HVAC EQUIPMENT AREFACTORY INSTALLED BY THE BUILDING MANUFACTURER, CONTRACTOR TOPROVIDE SUPPLY POWER.5.REARRANGE EQUIPMENT TO MEET NEC DEDICATED WORKING SPACEREQUIREMENTS IF NEEDED.6.PROVIDE SELF SUPPORTING EQUIPMENT RACKS FOR PANELBOARDS,DISCONNECTS, AND LIGHTING CONTACTOR. DO NOT MOUNT EQUIPMENT TOTHE SHELTER.FILTERS 5-8 POWER/CONTROLBUILDING ENLARGED PLAN3/4" = 1'-0"2-NORTH NO.2 NOTES BY SYMBOL " "1.PROVIDE REQUIRED GROUNDING FOR SEPARATELY DERIVED SYSTEM.PROVIDE GROUND ROD WITH #8 GROUND ROD CONDUCTOR IN 1"C. ROUTEDTO THE DUCT BANK GROUNDING SYSTEM.2.PROVIDE 4" TALL HOUSEKEEPING PAD THAT OVERLAPS THE TRANSFORMERBASE BY 4" ON ALL SIDES.3.MOUNT RECEPTACLE TO EQUIPMENT RACK.4.PROVIDE A DEDICATED RECEPTACLE, LB7-34, FOR THE MASTER CONTROLSTATION CABINET.NO.2 GENERAL NOTES:1.PROVIDE CONCRETE PAD FOR ELECTRICAL POWER/CONTROL BUILDING WITHBLOCKOUTS IN LOCATIONS WHERE CONDUITS WILL PENETRATE THE FILTERPIPE GALLERY. RE: TO STRUCTURAL DETAILS FOR PAD REQUIREMENTS.2.MAINTAIN NEC WORKING SPACE CLEARANCE REQUIREMENTS FOREQUIPMENT. RE: 1/SD-S-4 TYPE A FOR STRUCTURAL DETAILS FOR PADREQUIREMENTS.3.LIGHT SWITCH, LIGHT FIXTURES, RECEPTACLES AND HVAC EQUIPMENT AREFACTORY INSTALLED BY THE BUILDING MANUFACTURER, CONTRACTOR TOPROVIDE SUPPLY POWER.4.REARRANGE EQUIPMENT TO MEET NEC DEDICATED WORKING SPACEREQUIREMENTS IF NEEDED.5.PROVIDE SELF SUPPORTING EQUIPMENT RACKS FOR PANELBOARDS,DISCONNECTS, AND LIGHTING CONTACTOR. DO NOT MOUNT EQUIPMENT TOTHE SHELTER.6.PROVIDE 2 #12, #12G., 3/4"C. FOR POWER/CONTROL BUILDING 120VEQUIPMENT AND DEVICES SUPPLIED BY PANELBOARD LB7.3/4"=1'-06"1'2'010-16-2023209
*
JJSP-F-3SP-F-42LB7-2412LB7-17LB7-28SUMP PUMPCONTROL PANELSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:59 AM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-POWR04.dwg Last Saved: 10/11/2022 8:39 AM Saved By: 03823Filename: N:\ELEC\EL-TFIL-PL-POWR04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-POWR04.dwg GENERAL NOTES:1.UTILIZE AVAILABLE EXISTING EMBEDDED CONDUITS AND PULL BOXES FOREQUIPMENT POWER CONDUCTORS. PROVIDE EXPOSED CONDUITS ROUTED TOPOWER SUPPLIES IF EXISTING EMBEDDED CONDUITS ARE NOT AVAILABLE.NOTES BY SYMBOL " "1.UTILIZE EXISTING TOGGLE SWITCH TO CONTROL ROOM LIGHTING.2.PROVIDE 2 #12, #12G., 3/4"C.ELECTRICAL
FILTERS
ENLARGED PLAN IIIE-26POL
JTR
.
JWM3/4"=1'-06"1'2'0CENTER SUMP ROOM PLAN3/4" = 1'-0"1-NORTH
3/4"=1'-06"1'2'010-16-2023210
*
FILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDINGJJPBPBPCPBPBTPBPBPBPBPBPBPBPBPBPBFILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDINGJJPBPBPCPBPBTPBPBPBPBPBPBPBPBPBPBM7F-VF-3F-VF-1ZSI-F-01AZSI-F-01BPLC-10F-VF-4ZSI-F-02BPLC-09F-VF-2ZSI-F-02A8PLC10-01DPLC09-01DZSF-F-01CZSF-F-01CMS1-11DMS1-13D10MS1-12D1MS1-08DFILTER NO. 5FILTER NO. 6FILTER NO. 7FILTER NO. 8FILTER NO. 1FILTER NO. 2FILTER NO. 3FILTER NO. 4FILTER CONTROLBUILDING1E-31LE-192LIT-192LIT-214LE-214LE-203LIT-203LE-225LIT-225LE-148LIT-148LIT-170LE-170LE-159LIT-159LE-181LIT-181PLC-10PLC-10PLC-09PLC-09PLC-09PLC-09OITFILTER IFIXWORKSTATIONHMI"PLC-10"FILTER CONTROLCONSOLEBFV-F-219BFV-F-208BFV-F-16444LIT-225-01ALIT-181-01ABFV-F-197BFV-F-186LIT-203-01ALIT-159-01ABFV-F-153BFV-F-142LIT-192-01A532E-29"PLC-09"3BFV-F-141BFV-F-152BFV-F-185BFV-F-196BFV-F-163BFV-F-174BFV-F-218BFV-F-207BFV-F-176BFV-F-165BFV-F-154BFV-F-143BFV-F-187BFV-F-198BFV-F-209BFV-F-220LIT-170-01ALIT-170-01ALIT-148-01APLC-10PLC-10MS1-10DMS1-09DMS1-07DMS2-09DMS2-06DMS2-04DMS2-03DMS2-13D9MS2-02DMS2-01D2MS2-07DMS2-09DMS2-10DMS2-08DMS2-11DZSI-F-02CMS2-12DMS1-04DMS1-06DMS1-05DMS1-03DMS1-02DMS1-01D111111AHUCONDENSERUNITPLC-016LSH-CCSP-01MM6WP,GFILA-7SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:47 AM Plot By: 04169 Filename: N:\ELEC\EL-TFIL-PL-CTRL01a.dwg Last Saved: 10/9/2023 11:20 AM Saved By: 03823Filename: N:\ELEC\EL-TFIL-PL-CTRL01a.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TFIL-PL-CTRL01a.dwg NOTES BY SYMBOL " "1.ACTUATOR MASTER STATION 1. RE: PI-4 FOR ADDITIONAL INFORMATION.2.ACTUATOR MASTER STATION 2. RE: PI-4 FOR ADDITIONAL INFORMATION.3.ROUTE FIBER OPTIC CABLE TO FILTER CONTROL CONSOLE NETWORK SWITCHVIA EXISTING PULL BOX LOCATED ON THE SOUTH EXTERIOR WALL OF THESTRUCTURE.4.PROVIDE SEPARATE RACK MOUNTED PULL BOXES FOR CONTROL CONDUCTORS.ROUTE EXISTING CONDUITS TO PROVIDED RACK MOUNTED JUNCTION BOXESEN ROUTE TO VALVE ACTUATORS.5.UTILIZE EXISTING PULL BOX FOR FILTER CONTROL BUILDING CONTROL ANDNETWORKING CONDUCTORS. DO NOT COMBINE POWER AND CONTROLCONDUCTORS IN THE EXISTING CONDUITS.6.AFTER BRANCHING FROM DUCT BANK, RUN CONDUCTORS UNDERGROUNDWITH CONDUIT BURIED AT LEAST 24" WITH NO CONCRETE ENCASEMENT.7.AIRFLOW SWITCHES SHALL BE WIRED IN SERIES. PENETRATE EXHAUST FANDUCT BANK AT THE LOWEST POINT.8.AIRFLOW SWITCHES SHALL BE WIRED IN SERIES. PENETRATE EXHAUST FANDUCT BANK AT THE LOWEST POINT.9.CONTINUE ACTUATOR LOOP CONNECTION TO FILTERS IN EAST PIPE GALLERY.RE: 2/E-29 FOR CONTINUATION.10.CONTINUE ACTUATOR LOOP CONNECTION TO FILTERS IN WEST PIPE GALLERY.RE: 2/E-31 FOR CONTINUATION.11.ROUTE ACTUATOR LOOP CONNECTION FROM TOP OF FILTERS INTO THE FILTERGALLERY. CORE DRILL THROUGH TOP OF GALLERY SLAB. UTILIZE EXISTING STUBUPS AT EACH ACTUATOR WHERE POSSIBLE.3/16"=1'-0"4'8'0ELECTRICAL
FILTERS
TOP CONTROLS & INSTRUMENTATION PLANE-27POL
JTR
.
JWMFILTERSTOP CONTROLS & INSTRUMENTATION PLAN3/16" = 1'-0"1-NORTH
GENERAL NOTES:1.POWER, DISCRETE AND ANALOG CONDUCTORS SHALL BE ROUTED IN SEPARATECONDUITS.2.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURETHAT CANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE ANDSEALED PROPERLY. CONTRACTOR SHALL PROVIDE CONDUITS ROUTED EXPOSEDON THE STRUCTURE IN A MANNER THAT DOES NOT CAUSE TRIPPING HAZARDSOR BLOCKS WALKWAYS. RE: SD-S-10 FOR CORE DRILLING REQUIREMENTS.3.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS.4.CONDUIT ROUTING SHALL NOT CAUSE A TRIP HAZARD OR INTERFERE WITH THEREMOVAL OR MAINTENANCE OF EQUIPMENT.5.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.1'1/2"=1'-0"2'4'0CHEMICAL CHASE SUMP PUMPINSTRUMENTATION PLAN1/2" = 1'-0"3-CHEMICAL CHASE SUMP PUMPPOWER PLAN1/2" = 1'-0"2-10-16-2023211
*
FILTER NO. 1FILTER NO. 2LA7-20DPIT-158DPIT-147FE-149FE-160LA7-19WP/GFILA7-19WP/GFI2LA7-32WP/GFIFIT-160AIT-151FIT-149PIPE GALLERYBFV-156-01P9LA7-31LA7-298111BFV-155-01PBFV-144-01PBFV-145-01P67BFV-145-02PBFV-144-02PBV-F-157BV-F-146BFV-155-02PBFV-156-02P37BFV-F-144BFV-F-145BFV-F-156BFV-F-1551616(TYP OF 14)1AIT-16244BV-157-LCSBV-146-LCSFILTER NO. 3FILTERS NO. 4LA7-21FE-182DPIT-180DPIT-169FE-171LA7-15LA7-28WP/GFI3AIT-173FIT-171LA7-22WP/GFILA7-22WP/GFI2PIPE GALLERYSUMP PUMPCONTROL PANEL11101711LA7-357BV-F-179BV-F-168LA7-33FIT-182BFV-167-01PBFV-177-01PBFV-178-01PBFV-166-02PBFV-167-02PBFV-178-02PSP-F-1SP-F-2F-EUH-1LA7-2LA7-2LA7-34LA7-18HA7EUH-FA-01P141513512BFV-F-167BFV-F-178BFV-F-177BFV-F-16616161AIT-1844416BV-168-LCSBV-179-LCSBFV-166-01PBFV-177-02PSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:06 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PIPE01-E.dwg Last Saved: 9/27/2023 3:27 PM Saved By: 04169Filename: N:\ELEC\EL-FIL-PL-PIPE01-E.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PIPE01-E.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN DARK ISTO BE PROVIDED UNDER THIS CONTRACT.2.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.3.CONDUIT ROUTING AND EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC.CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS BASED ON ACTUAL SITECONDITIONS.4.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS.5.ALL 20A/120V CIRCUITS LESS THAT 100'-0" SHALL BE 2 #12, #12G., 3/4"C. ALL20A/120V CIRCUITS 100'-0" AND GREATER FEEDING MISCELLANEOUS EQUIPMENTSHALL BE 2 #10, #10G., 3/4"C. UNLESS OTHERWISE INDICATED.6.TERMINATION CABINETS AND JUNCTION BOXES ARE NOT ALLOWED IN PIPEGALLERIES. CONTRACTOR SHALL UTILIZE JUNCTION BOXES AND TERMINATIONCABINETS LOCATED ABOVE GRADE FOR CONDUCTOR SPLICES.7.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURE THATCANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE AND SEALEDPROPERLY, UNLESS OTHERWISE NOTED. PROVIDE CONDUITS ROUTED EXPOSEDON THE STRUCTURE IN A MANNER THAT DOES NOT CAUSE TRIPPING HAZARDS,OR BLOCKS WALKWAYS, OR INTERFERE WITH THE REMOVAL AND MAINTENANCEOF EQUIPMENT. RE: 1/SD-S-10 FOR CONDUIT PENETRATION DETAIL.8.DASHED LINES REPRESENT CONDUITS ROUTED UNDER THE GRATING.9.VALVE MOTOR ACTUATORS SERVING DIFFERENT FILTERS ARE NOT PERMITTED TOBE ON THE SAME CIRCUIT.10.REROUTE LIGHTING HOMERUN CONDUITS TO PANELBOARD "LA7". PROVIDE ALLCONDUCTORS, CONDUIT, TERMINATIONS AND CONTROLS FOR A FULLYFUNCTIONAL LIGHTING SYSTEM. EXISTING FIXTURES TO BE REUSED, UNLESSOTHERWISE NOTED.11.EACH FILTER TO HAVE DEDICATED BACKPLANE FOR ASSOCIATED INSTRUMENTS.12.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.ANALYZERS UTILIZE PLUG AND CORD CONNECTION TO THE RECEPTACLESMOUNTED BETWEEN INSTRUMENTATION BACKPLANES.2.RECEPTACLE MOUNTED AT 84" ABOVE GRADING FOR EMERGENCY LIGHT.3.DUPLEX RECEPTACLES TO BE MOUNTED BETWEEN INSTRUMENTATIONBACKPLANES. MOUNT DUPLEX RECEPTACLES IN A LOCATION THAT ALLOWSINSTRUMENTATION POWER SUPPLY CORDS TO REACH RECEPTACLES WITHOUTCREATING TENSION ON CORDS. UTILIZE CIRCUIT SHOWN FOR BOTHRECEPTACLES.4.PROVIDE BACKPLANE FOR INSTRUMENTATION EQUIPMENT AND DEVICES.REFER TO MECHANICAL FILTER PLANS FOR BACKPLANE DETAILS.5.REROUTE EXISTING EMBEDDED CONDUITS CONNECTED TO PULL BOX TO FILTER1-4 POWER/CONTROL BUILDING AS REQUIRED. ROUTE MISCELLANEOUS LOADSTHROUGH THIS PULL BOX. SHARING CONDUITS FOR 480V AND 120VCONDUCTORS IS NOT PERMITTED.6.REROUTE EXISTING EMBEDDED CONDUITS FEEDING FIELD EQUIPMENT ANDDEVICES BACK TO DESIGNATED POWER SOURCE. RE: E-33 FOR EXISTINGTERMINATION CABINET PICTURES. CUT AND SEAL CONDUITS THAT CANNOT BEUTILIZED.7.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.8.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-143 SAFETY DISCONNECTSWITCH.9.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-155 SAFETY DISCONNECTSWITCH.10.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-165 SAFETY DISCONNECTSWITCH.11.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-176 SAFETY DISCONNECTSWITCH.12.UTILIZE EXISTING TOGGLE SWITCH TO CONTROL FILTER STAIRWELL LIGHTING.13.UTILIZE EXISTING TOGGLE SWITCH TO CONTROL EXISTING EAST FILTER PIPEGALLERY LIGHTING.14.PROVIDE 2 #10, #10G., 3/4"C.15.UTILIZE NEAREST LIGHTING CIRCUIT OR ROUTE TO PANELBOARD "LA7" ANDUTILIZE SPARE CIRCUIT IF NEEDED.16.PROVIDE 2 #12, #12G., 3/4"C.1'1/2"=1'-0"2'4'0FILTERS NO. 1 & 2EAST PIPE GALLERY POWER PLAN1/2" = 1'-0"1-ELECTRICAL
FILTERS
EAST PIPE GALLERY POWER PLANE-28.POL
JTR
.
JWM
NORTH FILTERS NO. 3 & 4EAST PIPE GALLERY POWER PLAN1/2" = 1'-0"2-RE: 1/E-28 FOR CONTINUATION
RE: 2/E-28 FOR CONTINUATION
NORTH
10-16-2023212
*
FILTER NO. 1FILTER NO. 2DPIT-158DPIT-147FE-149FE-160PLC-09FIT-160AIT-151FIT-149FIT-160FIT-149PLC-09BV-157-LCSPLC-09PLC-09PLC-09PIPE GALLERYFIT-160-01AAIT-151-01AFIT-149-01A1BFV-F-145BFV-F-156BFV-F-155BV-F-146BFV-F-144DPIT-158-01ABV-F-157BV-157-01CDPIT-147-01ABV-146-01C2(TYP OF 14)FE-149-01APLC-09AIT-162-01AAIT-1621PLC-09BV-157LCS-01CBV-157-LCSPLC-09BV-146LCS-01CBV-146-LCSBV-146-LCSFE-160-01AMS2-20DMS2-17DMS2-21D4MS2-18DMS2-19DFILTER NO. 3FILTER NO. 4FE-182DPIT-180DPIT-169FE-171PLC-09FIT-182AIT-173FIT-171PLC-09PLC-09FIT-182BV-468-LCSFIT-171PLC-09PLC-09PIPE GALLERYBFV-F-178BFV-F-177BFV-F-166BV-F-168BFV-F-167BV-F-179BV-168-01CDPIT-169-01ABV-179-01CDPIT-180-01AAIT-184-01AAIT-173-01AFIT-171-01A1FE-171-01AFE-182-01AAIT-184PLC-09FIT-182-01A1PLC-09BV-179LCS-01CBV-179-LCSPLC-09BV-168-LCSBV-168LCS-01CBV-179-LCSMS2-14DMS2-15DMS2-13DMS2-17DMS2-16D3SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:56 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PIPE02-E.dwg Last Saved: 9/27/2023 3:26 PM Saved By: 04169Filename: N:\ELEC\EL-FIL-PL-PIPE02-E.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PIPE02-E.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN DARK ISTO BE PROVIDED UNDER THIS CONTRACT.2.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.3.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS WHERE NEEDED.4.CONTRACTOR IS PERMITTED TO COMBINE CONTROL CONDUCTORS OF THE SAMETYPE INTO A SINGLE CONDUIT FOR EQUIPMENT SERVING THE SAME FILTER. UTILIZECONDUIT FITTINGS FOR EQUIPMENT DROPS AND PROVIDE DRAINS AT LOW POINTSIN THE CONDUIT INSTALLATION FOR THIS METHOD.5.TERMINATION CABINETS AND JUNCTION BOXES ARE NOT ALLOWED IN PIPEGALLERIES. CONTRACTOR SHALL UTILIZE JUNCTION BOXES AND TERMINATIONCABINETS LOCATED ABOVE GRADE FOR CONDUCTOR SPLICES.6.PROVIDE CONDUITS ROUTED EXPOSED ON THE STRUCTURE IN A MANNER THATDOES NOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, OR INTERFERE WITH THEREMOVAL AND MAINTENANCE OF EQUIPMENT.7.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE BACKPLANE FOR INSTRUMENTATION EQUIPMENT AND DEVICES. REFER TOMECHANICAL FILTER PLANS FOR BACKPLANE DETAILS.2.REROUTE EXISTING EMBEDDED CONDUITS FEEDING FIELD EQUIPMENT AND DEVICESBACK TO DESIGNATED POWER SOURCE. RE: 1/E-33 FOR EXISTING TERMINATIONCABINET PICTURES. CUT AND SEAL CONDUITS THAT CANNOT BE UTILIZED.3.CONTINUATION OF ACTUATOR LOOP CONNECTION TO TOP CONTROLS FOR FILTERS.RE: 1/E-27 FOR CONTINUATION.4.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FOR FILTERS 1-4BACKWASH ACTUATORS. ROUTE SHALL BE THROUGH FILTER POWER/CONTROLBUILDING AND CONTROL TERMINATION CABINET. RE: 1/E-35 FOR CONTINUATION.1'1/2"=1'-0"2'4'0FILTERS NO. 1 & 2EAST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN1/2" = 1'-0"1-ELECTRICAL
FILTERS EAST PIPE GALLERY
CONTROLS & INSTRUMENTATION PLANE-29POL
JTR
.
JWM
NORTH FILTERS NO. 3 & 4EAST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN1/2" = 1'-0"2-RE: 1/E-29 FOR CONTINUATION
RE: 2/E-29 FOR CONTINUATION
NORTH
10-16-2023213
*
FILTER NO.5FILTER NO.6LB7-12WP/GFILB7-12WP/GFI2LB7-9WP/GFILB7-2FE-193FE-204DPIT-202DPIT-191PIPE GALLERYFIT-193AIT-206FIT-20431119BFV-200-01PBFV-199-01PLB7-277BV-F-190BV-F-201BFV-188-02PBFV-189-02P8BFV-189-01PBFV-188-01PLB7-2576BFV-F-199BFV-F-198BFV-F-200BFV-F-188BFV-199-02PBFV-200-02P1616(TYP OF 14)1AIT-19544BV-201-LCSBV-190-LCSFILTER NO. 7FILTER NO. 8LB7-23WP/GFILB7-18FIT-215FIT-226AIT-2281LB7-10WP/GFILB7-10WP/GFI2LB7-11FE-215FE-226DPIT-224DPIT-213PIPE GALLERYSUMP PUMPCONTROL PANELSP-F-5SP-F-6F-EUH-2LB7-22121514513LB7-14LB7-30HB7EUH-FB-01P1131011LB7-29LB7-31BFV-210-01PBFV-221-01PBFV-211-01PBFV-222-01P7BV-F-212LB7-30BFV-221-02PBFV-222-02PBFV-210-02PBFV-211-02PBFV-F-210BFV-F-211BFV-F-222BFV-F-221BV-F-22371616161AIT-21744BV-223-LCSBV-212-LCSSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:45 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PIPE01-W.dwg Last Saved: 9/27/2023 3:21 PM Saved By: 04169Filename: N:\ELEC\EL-FIL-PL-PIPE01-W.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PIPE01-W.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.2.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.3.CONDUIT ROUTING AND EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC.CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS BASED ON ACTUAL SITECONDITIONS.4.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS WHERE NEEDED5.ALL 120V/20A CIRCUITS LESS THAN 100'-0" SHALL BE 2 #12, #12G., 3/4"C. ALL120V/20A CIRCUITS 100'-0" AND GREATER FEEDING MISCELLANEOUS EQUIPMENTSHALL BE 2 #10, #10G., 3/4"C., UNLESS OTHERWISE NOTED.6.UTILIZE AVAILABLE EXISTING CONDUITS EMBEDDED IN THE STRUCTURE FORPROPOSED CIRCUITRY. EXISTING CONDUITS EMBEDDED IN THE STRUCTURE THATCANNOT BE USED MUST BE CUT FLUSH WITH THE STRUCTURE AND SEALED PROPERLY,UNLESS OTHERWISE NOTED. PROVIDE CONDUITS ROUTED EXPOSED ON THESTRUCTURE IN A MANNER THAT DOES NOT CAUSE TRIPPING HAZARDS, BLOCKSWALKWAYS, OR INTERFERE WITH THE REMOVAL AND MAINTENANCE OF EQUIPMENT.RE: 1/SD-S-10 FOR CONDUIT PENETRATION DETAIL.7.TERMINATION CABINETS ARE NOT ALLOWED IN PIPE GALLERIES.8.DASHED LINES REPRESENT CONDUITS ROUTED UNDER THE GRATING.9.VALVE MOTOR ACTUATORS SERVING DIFFERENT FILTERS ARE NOT PERMITTED TO BEON THE SAME CIRCUIT.10.UTILIZE EXISTING LIGHTING CONTROL SCHEME FOR GALLERY LIGHTING. CONTRACTORSHALL PROVIDE REQUIRED CONDUIT AND CONDUCTORS FOR COMPLETEFUNCTIONALITY OF THE LIGHTING SYSTEM.11.EACH FILTER TO HAVE DEDICATED BACKPLANE FOR ASSOCIATED INSTRUMENTS.12.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.FLOW AND TURBIDITY ANALYZERS UTILIZE PLUG AND CORD CONNECTION TO THERECEPTACLE MOUNTED ON THE INSTRUMENTATION BACKPLANE.2.RECEPTACLE MOUNTED AT 84" ABOVE GRATING FOR EMERGENCY LIGHTING.3.DUPLEX RECEPTACLES TO BE MOUNTED BETWEEN INSTRUMENTATION BACKPLANES.MOUNT DUPLEX RECEPTACLES IN A LOCATION THAT ALLOWS INSTRUMENTATIONPOWER SUPPLY CORDS TO REACH RECEPTACLES WITHOUT CREATING TENSION ONCORDS. UTILIZE CIRCUIT SHOWN FOR BOTH RECEPTACLES.4.PROVIDE BACKPLANE FOR INSTRUMENTATION EQUIPMENT AND DEVICES. REFER TOMECHANICAL FILTER PLANS FOR BACKPLANE DETAILS.5.REROUTE EXISTING EMBEDDED CONDUITS FEEDING JUNCTION BOX TO FILTER 5-8POWER/CONTROL BUILDING AS REQUIRED. ROUTE MISCELLANEOUS LOADSTHROUGH THIS JUNCTION BOX. SHARING CONDUITS FOR 480V AND 120VCONDUCTORS IS NOT PERMITTED.6.REROUTE EXISTING EMBEDDED CONDUITS FEEDING FIELD EQUIPMENT AND DEVICESBACK TO DESIGNATED POWER SOURCE. RE: 1/E-34 FOR FILTER GALLERY PICTURES.7.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.8.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-187 SAFETY DISCONNECTSWITCH.9.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-198 SAFETY DISCONNECTSWITCH.10.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-209 SAFETY DISCONNECTSWITCH.11.ROUTE SUPPLY CONDUCTORS TO LINE SIDE OF BFV-F-220 SAFETY DISCONNECTSWITCH.12.UTILIZE EXISTING TOGGLE SWITCH TO CONTROL FILTER STAIRWELL LIGHTING.13.UTILIZE EXISTING TOGGLE SWITCH TO CONTROL EXISTING FILTER WEST PIPE GALLERYLIGHTING.14.PROVIDE 2 #10, #10G., 3/4"C.15.UTILIZE EXISTING LIGHTING CONTROL SCHEME. UTILIZE NEAREST LIGHTING CIRCUITOR ROUTE TO PANELBOARD "LB7" AND UTILIZE SPARE CIRCUIT IF NEEDED.16.PROVIDE 2 #12, #12G., 3/4"C.1'1/2"=1'-0"2'4'0FILTERS NO. 5 & 6WEST PIPE GALLERY POWER PLAN1/2" = 1'-0"1-ELECTRICAL
FILTERS
WEST PIPE GALLERY POWER PLANE-30.POL
JTR
.
JWM
NORTH FILTERS NO. 7 & 8WEST PIPE GALLERY POWER PLAN1/2" = 1'-0"2-RE: 1/E-30 FOR CONTINUATION
RE: 2/E-30 FOR CONTINUATION
NORTH
10-16-2023214
*
FILTER NO. 5FILTER NO. 6FE-193FE-204DPIT-202DPIT-191FIT-204PLC-10FIT-193PLC-10BV-190-LCSFIT-204AIT-206FIT-193PLC-10PLC-10PLC-10PIPE GALLERYFIT-204-01AAIT-206-01AFIT-193-01ADPIT-202-01ABV-201-01CDPIT-191-01ABV-190-01CBV-F-190BFV-F-188BFV-F-189BFV-F-199BFV-F-200BV-F-2012(TYP OF 14)PLC-10AIT-195-01AAIT-19511FE-193-01AFE-204-01ABV-201-LCSPLC-10BV-190-LCSBV-190LCS-01CPLC-10BV-201-LCSBV-201LCS-01C4MS1-14DMS1-16DMS1-15D3MS1-13DMS1-17DMS1-21DFILTER NO. 7FILTER NO. 8FIT-226AIT-228FE-215FE-226DPIT-224DPIT-213PLC-10PLC-10FIT-226FIT-215BV-212-LCSPLC-10PLC-10PIPE GALLERYAIT-228-01AFIT-226-01ADPIT-213-01CBV-212-01CBV-F-212BFV-F-210BFV-F-211BFV-F-222BFV-F-221BV-F-223BV-223-01CFIT-215PLC-10FIT-215-01APLC-10AIT-217-01AAIT-21711FE-215-01AFE-226-01ABV-223-LCSPLC-10PLC-10BV-212-LCSBV-223-LCSBV-223LCS-01CBV-212LCS-01CMS1-18DMS1-20DMS1-19DMS1-21DMS1-17DDPIT-224-01CSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:49 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PIPE02-W.dwg Last Saved: 9/27/2023 3:20 PM Saved By: 04169Filename: N:\ELEC\EL-FIL-PL-PIPE02-W.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PIPE02-W.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.2.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.3.PROVIDE PULL BOXES SIZED ACCORDING TO NEC REQUIREMENTS WHERE NEEDED.4.CONTRACTOR IS PERMITTED TO COMBINE CONTROL CONDUCTORS OF THE SAMETYPE INTO A SINGLE CONDUIT FOR EQUIPMENT SERVING THE SAME FILTER. UTILIZECONDUIT FITTINGS FOR EQUIPMENT DROPS AND PROVIDE DRAINS AT LOW POINTS INTHE CONDUIT INSTALLATION FOR THIS METHOD.5.PULL BOXES TERMINATION CABINETS AND JUNCTION BOXES ARE NOT ALLOWED INPIPE GALLERIES. CONTRACTOR SHALL UTILIZE JUNCTION BOXES AND TERMINATIONCABINETS LOCATED ABOVE GRADE FOR CONDUCTOR SPLICES.6.PROVIDE CONDUITS ROUTED EXPOSED ON THE STRUCTURE IN A MANNER THAT DOESNOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, OR INTERFERE WITH THEREMOVAL AND MAINTENANCE OF EQUIPMENT.7.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE BACKPLANE FOR INSTRUMENTATION EQUIPMENT AND DEVICES. REFER TOMECHANICAL FILTER PLANS FOR BACKPLANE DETAILS.2.REROUTE EXISTING EMBEDDED CONDUITS FEEDING FIELD EQUIPMENT AND DEVICESBACK TO DESIGNATED POWER SOURCE. RE: 1/E-33 FOR EXISTING TERMINATIONCABINET PICTURES. CUT AND SEAL CONDUITS THAT CANNOT BE UTILIZED.3.CONTINUATION OF ACTUATOR LOOP CONNECTION TO TOP CONTROLS FOR FILTERS.RE: 1/E-27 FOR CONTINUATION.4.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FOR FILTERS 5-8BACKWASH ACTUATORS. ROUTE SHALL BE THROUGH FILTER POWER/CONTROLBUILDING AND CONTROL CABINET. RE: 1/E-35 FOR CONTINUATION.1'1/2"=1'-0"2'4'0FILTERS NO. 5 & 6WEST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN1/2" = 1'-0"1-ELECTRICAL
FILTERS WEST PIPE GALLERY
CONTROLS & INSTRUMENTATION PLANE-31POL
JTR
.
JWM
NORTH FILTERS NO. 7 & 8WEST PIPE GALLERY CONTROLS & INSTRUMENTATION PLAN1/2" = 1'-0"2-RE: 1/E-31 FOR CONTINUATION
RE: 2/E-31 FOR CONTINUATION
NORTH
10-16-2023215
*
LB1-35WP,GFIBFV-BWS-32 #10, #10G., 3/4"C.MS1-32D5MS1-31D4WP,GFIMLB1-352 #10, #10G., 3/4"C.BFV-FWS-3HA2-43,45,47RE: 1/E-6 FORCONTINUATION2LB1-38WP,GFIMS1-32D5MS1-31D4SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:42 AM Plot By: 04169 Filename: N:\ELEC\EL-LCS-PL-INST01.dwg Last Saved: 9/27/2023 3:09 PM Saved By: 04169Filename: N:\ELEC\EL-LCS-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-LCS-PL-INST01.dwg GENERAL NOTES:1.RE: 3/E-101 FOR BELOW GRADE PENETRATIONS.2.ROUTE CONTROL SIGNALS IN SEPARATE CONDUITS. PROVIDE MINIMUM OF18" SEPARATION BETWEEN POWER AND CONTROL CONDUITS.3.PROVIDE 2 #10, #10G., 3/4"C. FOR RECEPTACLES.4.CONTINUATION OF ACTUATOR LOOP CONNECTION FROM WASHWATERRECLAMATION BASIN ACTUATORS. RE: 1/E-41 AND 1/E-6 FOR ADDITIONALINFORMATION.5.CONTINUATION OF ACTUATOR LOOP CONNECTION TO TRANSFER PUMPSTATION ACTUATORS. CONTROL CABLES SHALL BE ROUTE THROUGH PLC-13 INUNDERGROUND DUCT BANK TO ACTUATORS. RE: 1/E-37 FOR ADDITIONALINFORMATION.6.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.1'1/2"=1'-0"2'4'060" VALVE VAULT ELEVATION1/2" = 1'-0"3-ELECTRICAL
VALVE VAULT
PLANSE-32.POL
JTR
.
JWM60" VALVE VAULT LOWER PLAN1/2" = 1'-0"2-60" VALVE VAULT TOP PLAN1/2" = 1'-0"1-3 #8, #10G., 1"C.10-16-2023216
*
GENERAL NOTES:1.DEMOLISH MATERIALS, EQUIPMENT AND DEVICES SHOWN HATCHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN, DEMOLISHASSOCIATED CONDUITS, CONDUCTORS AND SUPPORTS BACK TO SOURCE,UNLESS OTHERWISE NOTED.NOTES BY SYMBOL " "1.DEMOLISH RECEPTACLES MOUNTED TO ANALYZER BACK PLANE.2.DEMOLISH PULL BOX AND ASSOCIATED CONDUIT.3.DEMOLISH FLOW METERS.4.DEMOLISH WATER TURBIDITY ANALYZERS.5.DEMOLISH PARTICLE COUNTER SOLENOIDS.6.DEMOLISH INSTRUMENT BACKPLANE.FILTERSPIPE GALLERY PICTURES INOT TO SCALE1-ELECTRICAL
FILTERS
PIPE GALLERY PICTURES IE-33.POL
JTR
.
JWMSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:47 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PICT01.dwg Last Saved: 10/11/2022 8:41 AM Saved By: 03823Filename: N:\ELEC\EL-FIL-PL-PICT01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PICT01.dwg 51234344610-16-2023217
*
GENERAL NOTES:1.CONTRACTOR SHALL DEMOLISH EQUIPMENT AND MATERIALS SHOWNHATCHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE UNLESS OTHERWISE NOTED.3.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE UNLESS OTHERWISE NOTED.4.ALL ELECTRICAL EQUIPMENT IN GALLERY STAIRWELLS TO REMAIN. PROVIDENEW CONDUCTORS TO FILTER EQUIPMENT AND DEVICES.NOTES BY SYMBOL " "1.DEMOLISH TERMINATION CABINET AND ASSOCIATED EXPOSED CONDUITS.CONTRACTOR SHALL UTILIZE EXISTING PVC COATED ARC EMBEDDED IN THESLAB WHERE AVAILABLE.2.UTILIZE EXISTING PVC COATED ARC WHERE AVAILABLE. CONTRACTOR SHALLSEAL EMBEDDED CONDUITS THAT CANNOT BE USED.3.UTILIZE EXISTING PULL BOX TO ROUTE NEW CONDUCTORS FOR FIELDEQUIPMENT AND DEVICES.FILTERSPIPE GALLERY PICTURES IINOT TO SCALE2-ELECTRICAL
FILTERS
PIPE GALLERY PICTURES IIE-34.POL
JTR
.
JWMSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:43 AM Plot By: 04169 Filename: N:\ELEC\EL-FIL-PL-PICT02.dwg Last Saved: 9/13/2023 4:10 PM Saved By: 08380Filename: N:\ELEC\EL-FIL-PL-PICT02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-FIL-PL-PICT02.dwgFILTERSPIPE GALLERY PICTURES IINOT TO SCALE1-1232222210-16-2023218
*
31E-98HB7BWSF-6-01P4BWSF-6-02P1BFV-BWSF-5HB71BWSF-5-01PBFV-BWSF-7HB71BWSF-7-01PBFV-BSWF-8BWSF-8-02PBWSF-8-01PHB7BFV-BWSF-6FILTER 5-8CONTROLS CABINET"PLC-10""HB7"SECTION 1"LB7"SECTION 2"TX-7B"HVACMASTERSTATION 16MS1-25D3MS1-21DBWSF-5-02PBWSF-7-02PBWSF-6-02PRE: 1/E-6 FORCONTINUATIONRE: 1/E-6 FORCONTINUATION53E-10054E-10050E-9851E-9843E-9852E-98BFV-BWSF-2HA7BWSF-2-01P4BWSF-2-02P21BFV-BWSF-1HA7BWSF-1-02P1BWSF-1-01PBFV-BWSF-3HA71BWSF-3-01PBFV-BWSF-4BWSF-4-02PHA7137E-99FILTERS 1-4 CONTROLSTERMINATION CABINET36E-98RE: 1/E-6 FORCONTINUATION19E-972"PLC-09""HA7"SECTION 1"LA7"SECTION 2"TX-7A"HVACMASTERSTATION 2BWSF-4-01P7MS2-25DMS2-21D555E-10056E-10057E-100SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:50 AM Plot By: 04169 Filename: N:\ELEC\EL-BKW-PL-POWR-ACT.dwg Last Saved: 9/27/2023 3:20 PM Saved By: 04169Filename: N:\ELEC\EL-BKW-PL-POWR-ACT.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-BKW-PL-POWR-ACT.dwg GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.PROVIDE A MINIMUM OF 18" SEPARATION BETWEEN POWER ANDANALOG/CONTROL CIRCUITS.2.LOCATE ALL UNDERGROUND PROCESS LINES AND UTILITIES PRIOR TOCOMMENCING ANY UNDERGROUND WORK.3.RE: E-71 & E-72 FOR "HA7" & "HB7" PANELBOARD ONE-LINE DIAGRAMS.4.PROVIDE CONDUITS ROUTED EXPOSED ON THE STRUCTURE IN A MANNERTHAT DOES NOT CAUSE TRIPPING HAZARDS, BLOCK WALKWAYS, ORINTERFERE WITH THE REMOVAL AND MAINTENANCE OF EQUIPMENT.5.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE EQUIPMENT RACK FOR SAFETY DISCONNECTS. RE: 2/E-106 FORDETAIL.2.ROUTE DUCT BANK UNDER CABLE TRENCH.3.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FOR FILTERS5-8 BACKWASH ACTUATORS. ROUTE SHALL BE THROUGH FILTERPOWER/CONTROL BUILDING AND CONTROL CABINET. RE: 1/E-31 FORCONTINUATION.4.RE: 6/E-101 FOR SMALL EQUIPMENT RACK DETAIL.5.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FOR FILTERS1-4 BACKWASH ACTUATORS. ROUTE SHALL BE THROUGH FILTERPOWER/CONTROL BUILDING AND CONTROL TERMINATION CABINET. RE:1/E-29 FOR CONTINUATION.6.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FORFLOCCULATION/SEDIMENTATION BASIN. RE: 1/E-6 FOR CONTINUATION.7.CONTINUATION OF ACTUATOR LOOP CONNECTION TO CONTROLS FORINTERMEDIATE OZONE CONTACTORS. RE: 1/E-6 FOR CONTINUATION.3/16"=1'-0"4'8'0ELECTRICAL
BACKWASH
ACTUATORS PLANE-35POL
JTR
.
JWM FILTERS 5-8BACKWASH ACTUATORS PLAN3/16" = 1'-0"1-NORTHFILTERS 1-4BACKWASH ACTUATORS PLAN3/16" = 1'-0"1-NORTH10-16-2023219
*
PV-TP-249WG-TP-112SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:58 AM Plot By: 04169 Filename: N:\ELEC\EL-TRP-PL-DEMO01.dwg Last Saved: 8/4/2023 9:40 AM Saved By: 03823Filename: N:\ELEC\EL-TRP-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TRP-PL-DEMO01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.NOTES BY SYMBOL " "1.DEMOLISH WEIR GATE ACTUATOR.2.DEMOLISH PLUG VALVE ACTUATOR.3/8"=1'-001'2'4'TRANSFER PUMP STATIONDEMOLITION PLAN3/8" = 1'-0"1-ELECTRICAL
TRANSFER PUMP STATION
DEMOLITION PLANE-36POL
JTR
.
JWM
NORTH
10-16-2023220
*
PV-TP-249WG-TP-1HA2-121,123,1253232144RE: E-6 FORCONTINUATION32E-98MS1-34D6MS1-33DMS1-32D5SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:39 AM Plot By: 04169 Filename: N:\ELEC\EL-TRP-PL-POWR01.dwg Last Saved: 9/27/2023 3:00 PM Saved By: 04169Filename: N:\ELEC\EL-TRP-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TRP-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS TO BE PROVIDED UNDER THIS CONTRACT.2.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE, LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DO NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATION OFACTUATORS.3.CONTRACTOR SHALL PROVIDE SURGE PROTECTION DEVICE CONNECTED TOTHE LOAD SIDE OF THE FUSIBLE SAFETY DISCONNECT SWITCH. TYPICAL FORALL VALVE ACTUATOR SAFETY DISCONNECT SWITCHES.4.POWER, DISCRETE AND ANALOG CONDUCTORS TO BE ROUTED IN SEPARATECONDUITS.5.CONTRACTOR SHALL PROVIDE PULL BOXES ACCORDING TO NECREQUIREMENTS.6.PANELBOARD "HA2" IS LOCATED IN TRANSFER PUMP ELECTRICAL BUILDING.PLC-13 IS LOCATED AT TRANSFER PUMP ELECTRICAL BUILDING.7.RE: 2/E-106 FOR SAFETY DISCONNECT SWITCH MOUNTING DETAIL.8.PROVIDE 480V/30A/3PH 316 STAINLESS STEEL FUSIBLE DISCONNECTS FOREACH DISCONNECT SHOWN ON PLANS. COORDINATE FUSE SIZE WITHACTUATOR MANUFACTURER.9.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PROVIDE 3 #10, #12G., 1"C.2.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.3.PROVIDE RACK FOR DISCONNECT SWITCH.4.PROVIDE 3 #12, #12G., 3/4"C.5.CONTINUATION OF ACTUATOR LOOP CONNECTION FROM WASHWATERRECLAMATION BASIN ACTUATORS. RE: 1/E-6 FOR ADDITIONAL INFORMATION.3/8"=1'-001'2'4'TRANSFER PUMP STATIONPLAN3/8" = 1'-0"1-ELECTRICAL
TRANSFER PUMP STATION
PLANE-37POL
JTR
.
JWM
NORTH
10-16-2023221
*
BFV-BB-441BFV-BB-44411BFV-BB-441BFV-BB-444HA2-115,117,1193535RE: 1/E-6 FORCONTINUATION29E-98662HA2-109,111,1132BLOWER 1 LCP(EXISTING)BLOWER 2 LCP(EXISTING)MS1-27D4MS1-29D7MS1-27DMS1-28DMS1-29DGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATED EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.FOR MOTOR ACTUATORS TO BE DEMOLISHED, DEMOLISH ASSOCIATEDDISCONNECTS.5.PANELBOARD "HA2" IS LOCATED IN TRANSFER PUMP ELECTRICAL BUILDING.6.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE. LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DO NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATION OFACTUATORS.7.PLC-13 IS LOCATED IN TRANSFER PUMP ELECTRICAL BUILDING.8.POWER, DISCRETE AND ANALOG CONDUCTORS SHALL BE ROUTED INSEPARATE CONDUITS.9.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.DEMOLISH BUTTERFLY VALVE ACTUATORS.2.PROVIDE 3 #10, #12G., 1"C.3.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.4.ROUTE CONTROL CIRCUITS THROUGH LCP BLOWER TEMP & VIBRATIONCABINET. CONTINUATION OF ACTUATOR LOOP CONNECTION OF CONTROLSFROM FLOCCULATION/SEDIMENTATION BASIN ACTUATORS. RE: 1/E-16 FORCONTINUATION.5.PROVIDE RACK FOR DISCONNECT SWITCH.6.PROVIDE 3 #12, #12G., 3/4"C.7.ROUTE CONTROL CIRCUITS THROUGH LCP BLOWER TEMP & VIBRATIONCABINET. CONTINUATION OF ACTUATOR LOOP CONNECTION OF WASHWATERRECLAMATION BASIN ACTUATORS. RE: 1/E-41 FOR CONTINUATION.BLOWER BUILDINGDEMOLITION PLAN1/2" = 1'-0"1-ELECTRICAL
BLOWER BUILDING
PLANSE-38.POL
JTR
.
JWM1'1/2"=1'-0"2'4'0SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:35 AM Plot By: 04169 Filename: N:\ELEC\EL-BLWB-PL-DEMO01.dwg Last Saved: 9/27/2023 2:48 PM Saved By: 04169Filename: N:\ELEC\EL-BLWB-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-BLWB-PL-DEMO01.dwgNORTHBLOWER BUILDINGPLAN1/2" = 1'-0"2-NORTH10-16-2023222
*
4 R LE-289101182255114693LIT-289BFV-WR-281712SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:06 AM Plot By: 04169 Filename: N:\ELEC\EL-WRB-PL-DEMO01.dwg Last Saved: 10/11/2022 9:20 AM Saved By: 03823Filename: N:\ELEC\EL-WRB-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-WRB-PL-DEMO01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.ELECTRICAL EQUIPMENT AND INSTRUMENTATION DEVICES SHOWN ARELOCATED IN THE PIPE VAULT, UNLESS OTHERWISE NOTED.NOTES BY SYMBOL " "1.DEMOLISH MOTOR AND ASSOCIATED DISCONNECT SWITCHES. RE: 6/E-59 FORPHOTOS.2.DEMOLISH PRE-LUBRICATION SOLENOID AND PRESSURE SWITCH. SEALEXISTING CONDUIT TERMINATION HOLES IN JUNCTION BOXES.3.DEMOLISH 36" BUTTERFLY VALVE ACTUATOR.4.DEMOLISH ULTRASONIC LEVEL INDICATOR AND SENSING ELEMENT.INSTRUMENTS ARE LOCATED ABOVE GRADE.5.DEMOLISH PRESSURE SWITCH.6.LIGHTING FIXTURES, LIGHTING CONTROLS AND RECEPTACLES TO REMAIN.7.EXHAUST FAN AND SAFETY DISCONNECT SWITCH FOR EXHAUST FAN TOREMAIN.8.HIGH LEVEL FLOAT SWITCH TO REMAIN.9.EXISTING JUNCTION BOXES BELOW GRADE TO REMAIN.10.EQUIPMENT UNIT HEATER AND ASSOCIATED DISCONNECT TO REMAIN.11.ALARM BEACON TO REMAIN.12.DEMOLISH BUTTERFLY VALVE ACTUATOR AND ASSOCIATED DISCONNECTSWITCH. PROVIDE RACK MOUNTED DISCONNECT SWITCH FOR PROVIDEDACTUATOR. PROVIDE INSTRUMENTATION AND CONTROLS AS SHOWN.1/4"=1'-0"2'1'4'8'0WASHWATER RECLAMATION BASINDEMOLITION PLAN1/4" = 1'-0"1-ELECTRICAL
WASHWATER RECLAMATION BASIN
DEMOLITION PLANE-39POL
JTR
.
JWM
NORTH
10-16-2023223
*
4 R JUNCTION BOX(EXISTING)JUNCTION BOX(EXISTING)WASHWATER RECLAMATIONBASIN CONTROL PANELINSTRUMENTATION PULLBOX (IN PIPE VAULT)ELECTRICAL PULLBOX (IN PIPE VAULT)RE: 1/E-6 FORCONTINUATIONMCC TPSMCC TPSMCC TPSPUMP TERMINATIONCABINET1HA2-97,99,101P-WR-3P-WR-2P-WR-1LB1-5PUMP TERMINATIONCABINETLIT-2891BFV-WR-28134415E-97P-WR1-02PP-WR1-01PP-WR3-01PP-WR3-02PP-WR2-01PP-WR2-02P223LB1-35WP,GFI2 #12, #12G., 3/4"C.LB1-372 #12, #12G., 3/4"C.RE: E-6 FOR
CONTINUATION
RE: E-6 FORCONTINUATION
13E-9712E-97HA2-103,105,107, 1"C.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:57 AM Plot By: 04169 Filename: N:\ELEC\EL-WRB-PL-POWR01.dwg Last Saved: 10/11/2022 9:22 AM Saved By: 03823Filename: N:\ELEC\EL-WRB-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-WRB-PL-POWR01.dwg GENERAL NOTES:1.CONDUIT ROUTING SHALL NOT OBSTRUCT THE REMOVAL OF MOTORS, PUMPSOR PROCESS PIPING.2.ALL PULL BOXES IN PIPE VAULT SHALL BE NEMA 4X 316 STAINLESS STEEL.PROVIDE CONDENSATE DRAINS FOR ALL ENCLOSURES PROVIDED IN PIPEVAULT.3.ROUTE ALL POWER CIRCUITS THROUGH ELECTRICAL PULL BOX.4.CONTRACTOR RESPONSIBLE FOR SIZING ALL PULL BOXES PER NEC.5.EQUIPMENT SHOWN TO BE PROVIDED IS LOCATED ABOVE THE PUMP VAULTLINES UNLESS OTHERWISE NOTED.6.EQUIPMENT RACK LOCATIONS ARE APPROXIMATE. LOCATE SAFETYDISCONNECT SWITCHES AND EQUIPMENT RACKS IN LOCATIONS THAT DO NOTBLOCK WALKWAYS AND DOES NOT OBSTRUCT THE MANUAL OPERATION OFACTUATORS.7.PROVIDE SURGE PROTECTION DEVICE CONNECTED IN PARALLEL TO THE LOADSIDE OF THE FUSIBLE SAFETY DISCONNECT SWITCH. TYPICAL FOR ALL VALVEACTUATOR SAFETY DISCONNECT SWITCHES.8.PANELBOARD "HA2" IS LOCATED IN TRANSFER PUMP ELECTRICAL BUILDING.9.POWER, DISCRETE AND ANALOG CONDUCTORS SHALL BE ROUTED INSEPARATE CONDUITS.10.PROVIDE EQUIPMENT RACKS FOR TERMINATION CABINETS, PULL BOXES,SAFETY DISCONNECT AND LEVEL TRANSMITTER.11.ROUTE ALL POWER CIRCUITS FOR WASHWATER RECLEMATION BASIN, EXCEPTFOR BFC-WR-281, THROUGH POWER PULL BOX IN PIPE VAULT.12.NO SPLICING OR TERMINATIONS PERMITTED IN PIPE VAULT.13.PROVIDE 2 #10, #10G., 3/4"C.NOTES BY SYMBOL " "1.LOCATE PUMP TERMINATION CABINETS AND DISCONNECT SWITCHES ABOVETOP OF SLAB. PROVIDE STRAIN RELIEF FOR PUMP CABLES IN PIPE VAULT. RE:2/E-103 FOR PUMP TERMINATION CABINET AND DISCONNECT SWITCHEQUIPMENT RACK DETAIL.2.LOCATE PULL BOXES ON INTERIOR WALL IN PIPE VAULT, BELOW TOP SLAB.3.PROVIDE EQUIPMENT RACK.4.PROVIDE 3 #12, #12G., 1"C.ELECTRICAL
WASHWATER RECLAMATION BASIN
POWER PLANE-40POL
JTR
.
JWM1/4"=1'-0"2'1'4'8'0WASHWATER RECLAMATION BASINPOWER PLAN1/4" = 1'-0"1-NORTH
10-16-2023224
*
4 R JUNCTION BOX(EXISTING)JUNCTION BOX(EXISTING)WASHWATER RECLAMATIONBASIN LOCAL CONTROL PANELINSTRUMENTATION PULLBOX (IN PIPE VAULT)ELECTRICAL PULLBOX (IN PIPE VAULT)RE: 1/E-6 FORCONTINUATIONPLC-13LE-289LSH-291LSL-291LIT-289LSH-WR-1LDS3-WR-01ALIT-289LDS2-WR-01ALDS1-WR-01APLC-13PLC-13BFV-WR-281112LE-289-01ALSL-WR-01CLSH-WR-01CLIT-289-01AMCC TPSLSH-PVLT-01C15E-97CP-WR-01CCP-WR-02C33333RE: E-6 FOR
CONTINUATION
RE: E-6 FORCONTINUATION
13E-97MS1-30DMS1-29DMS1-31D12E-97SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:45 AM Plot By: 04169 Filename: N:\ELEC\EL-WRB-PL-INST01.dwg Last Saved: 9/27/2023 2:53 PM Saved By: 04169Filename: N:\ELEC\EL-WRB-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-WRB-PL-INST01.dwg GENERAL NOTES:1.CONDUIT ROUTING SHALL NOT OBSTRUCT THE REMOVAL OF MOTORS, PUMPSOR PROCESS PIPING.2.ALL PULL BOXES IN PIPE VAULT SHALL BE NEMA 4X 316 STAINLESS STEEL.PROVIDE CONDENSATE DRAINS FOR ALL ENCLOSURES PROVIDED IN PIPEVAULT.3.ROUTE ALL POWER CIRCUITS THROUGH ELECTRICAL PULL BOX EN ROUTE TOTHE TRANSFER PUMP STATION.4.CONTRACTOR RESPONSIBLE FOR SIZING ALL PULL BOXES PER NEC.5.ROUTE ALL CONTROL CIRCUITS THROUGH CONTROL PULL BOX.6.POWER, DISCRETE AND ANALOG CONDUCTORS SHALL BE ROUTED INSEPARATE CONDUITS.7.PLC-13 IS LOCATED IN TRANSFER PUMP ELECTRICAL BUILDING.8.PUMP TERMINATION CABINET LOCATIONS ARE APPROXIMATE. COORDINATEWITH STRUCTURAL FOR PUMP MAINTENANCE CONCRETE REMOVAL OF THEPUMP VAULT. RELOCATE PUMP TERMINATION CABINETS AS NECESSARY.9.ROUTE ALL CONTROL AND INSTRUMENT CONDUITS FOR WASHWATERRECLAMATION BASIN, EXCEPT FOR BFC-WR-281, THROUGH POWER PULL BOXIN PIPE VAULT.10.NO SPLICING OR TERMINATIONS PERMITTED IN PIPE VAULT.11.ACTUATOR LOOP SHALL BE ROUTE AND INSTALLED PER MANUFACTURERSREQUIREMENTS.NOTES BY SYMBOL " "1.PUMP TERMINATION CABINET. RE: 2/E-103.2.PROVIDE PULL BOX FOR ROUTING OF CONTROL CONDUCTORS. MOUNT PULLBOX ON MOTOR OPERATED ACTUATOR SAFETY DISCONNECT EQUIPMENTRACK.3.TO WASHWATER RECLAMATION BASIN LOCAL CONTROL PANEL.ELECTRICAL
WASHWATER RECLAMATION BASIN
CONTROLS & INSTRUMENTATION PLANE-41POL
JTR
.
JWM1/4"=1'-0"2'1'4'8'0WASHWATER RECLAMATION BASINCONTROLS & INSTRUMENTATION PLAN1/4" = 1'-0"1-NORTH
10-16-2023225
*
"MAIN DRAIN MCC-TP"14532RE: E-6 FORCONTINUATIONP-D-1P-D-3P-D-2MAIN DRAIN SUMPCONTROL PANELMDSCPMDSCPMDSCP8617E-97LE-D-1LE-MDS-01ALSL-MDS-01CLSH-MDS-01CLSH-D-17MFR CABLE, 2"C.MFR CABLE, 2"C.MFR CABLE, 2"C.LIT-D-19INSTRUMENTTERMINATION CABINETLSL-D-1PUMP TERMINATIONCABINETLDS3-MDS-01ALDS2-MDS-01CLDS1-MDS-01CGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.NOTES BY SYMBOL " "1.DEMOLISH MAIN DRAIN SUMP CONTROL PANEL.2.CHEMICAL TRENCH SUMP PUMP NO.6 & 7 STARTERS AND EQUIPMENT RACKWILL REMAIN. 120V CIRCUITS POWERING SUMP PUMPS ARE FED THROUGHEXISTING MAIN DRAIN SUMP CONTROL PANEL. REROUTE 120V CIRCUITSDIRECTLY TO SUMP PUMP STARTERS.3.MAIN DRAIN SUMP PUMP NO.1 & 2 AND CABLES WILL REMAIN. REPULLEXISTING PUMP CABLES TO PUMP TERMINATION CABINET.4.DEMOLISH MAIN DRAIN SUMP ULTRASONIC LEVEL DEVICE.5.DEMOLISH MAIN DRAIN SUMP FLOAT SWITCHES.6.PROVIDE EQUIPMENT RACK. RE: 1/E-106 FOR MAIN DRAIN SUMP PUMPEQUIPMENT RACK DETAIL.7.CORE DRILL THE SIDE WALLS OF THE MAIN DRAIN SUMP PUMP STATION WELLFOR ROUTING OF POWER AND CONTROL CONDUITS INTO THE WET WELL.REFER TO STRUCTURAL DRAWINGS FOR CORE DRILLING REQUIREMENTS.8.PROVIDE A TERMINATION CABINET FOR CONTROL CONDUCTORS ENTERINGTHE WET WELL FROM THE MDS CONTROL PANEL. ROUTE PUMP CONTROLSAND LEVEL INSTRUMENTATION CONDUCTORS THOUGH THIS TERMINATIONCABINET. MOUNT THE TERMINATION CABINET APPROXIMATELY 2'-0" BELOWMDS CONTROL PANEL ON THE SAME EQUIPMENT RACK.9.PROVIDE 2#12, #12G., 3/4"C. FOR 120V POWER CIRCUIT FOR LIT FROM MAINDRAIN SUMP PUMP CONTROL PANEL CPT. PROVIDE 1-1PR. #18 SHLD., 1"C. TOPLAC-13.ELECTRICAL
.
MAIN DRAIN SUMP PLANE-42POL
JTR
.
JWM3/8"=1'-001'2'4'SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:39 AM Plot By: 04169 Filename: N:\ELEC\EL-MDS-PL-POWR01.dwg Last Saved: 10/11/2022 9:31 AM Saved By: 03823Filename: N:\ELEC\EL-MDS-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-MDS-PL-POWR01.dwgMAIN DRAIN SUMPDEMOLITION PLAN3/8" = 1'-0"1-MAIN DRAIN SUMPPOWER, CONTROLS & INSTRUMENTATION PLAN3/8" = 1'-0"2-NO
R
T
H
NORTH
10-16-2023226
*
PANEL"LP2""TX2"PANEL"HP2"SWITCHGEAR "SWG2"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTION"HSP P-1 VFD""HSP P-2 VFD"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTIONPLC-12
(FRONT)FUTURE VFDBUILDINGTRANSFORMER"XFM4"HIGH SERVICE PUMPSTATION BUILDING(FRONT)
(FRONT)RE: E-5 FORCONTINUATION2E-433E-437E-969E-962E-964E-96LP2-10SWG2VFD2-01P35E-96SWG2VFD1-01P3EXTERIORLIGHTINGCONTACTORLP2-01P2VFDB-TX-01P2HVAC CONTROLPANELSECURITYCONTROL PANEL(FUTURE)LP2-1223E-96442Xref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN--994031-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwgXref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN-1027255-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwg
HP2HP21HVAC1-01PHVAC2-01P228E-96HVAC-1HVAC-2SWG2-01PSWG2-01PXFMR-01PCABLE TRENCH56551HVAC1-02PHVAC2-02P76J8J8191SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:20 AM Plot By: 03823 Filename: N:\ELEC\EL-PSH-PL-POWR01.dwg Last Saved: 1/23/2024 7:53 AM Saved By: 03823Filename: N:\ELEC\EL-PSH-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-PSH-PL-POWR01.dwg1/4"=1'-0"2'1'4'8'0HIGH SERVICE PUMP STATION VFD BUILDINGPOWER PLAN1/4" = 1'-0"1-ELECTRICAL
HIGH SERVICE PUMP STATION VFD BUILDING
POWER PLANE-43POL
JTR
.
JWM24"4"18"OD1 OD1 ODFUTUREVFDCABLECABLE TRAY SECTIONNOT TO SCALE3-CABLE TRAY SECTIONNOT TO SCALE2-ODVFDCABLEVFDCABLE4"NOTES BY SYMBOL " "1.PROVIDE RACK FOR SAFETY DISCONNECT SWITCH. MOUNT RACK TO HVACCONCRETE PAD. COORDINATE WITH HVAC MANUFACTURER FOR CONDUIT STUBUP LOCATIONS. RE: 6/E-105 FOR DISCONNECT MOUNTING DETAIL.2.ROUTE CONDUIT EXPOSED.3.ROUTE VFD CABLING VIA CABLE TRAY.4.PROVIDE 2 #12, #12G., 3/4"C.5.PROVIDE EQUIPMENT RACK FOR ENCLOSURE. MOUNT BACK OF ENCLOSURE AT1'-0" FROM WALL.6.PROVIDE HOUSEKEEPING PAD FOR EQUIPMENT.7.RE: 3/SD-S-10 FOR CONDUIT PENETRATION REQUIREMENTS THROUGH EXISTINGHSPS BEAM.8.PROVIDE OVERHEAD 3/4"C. FROM 120V PANELBOARD TO 4"x4" JUNCTION BOXFOR FUTURE ROUTING OF DOOR 120V POWER CONDUCTORS. PROVIDE 3/4"C.FROM JUNCTION BOX TO DOOR FRAME POWER TRANSFER DEVICE. COORDINATEWITH DOOR MANUFACTURER FOR EXACT LOCATION OF DOOR OUTLET BOXESAND POWER CONDUITS NEEDED. RE: 2/E-107 FOR DOOR ACCESS CONTROLDETAIL.9.CONTROL CONDUITS IN DUCT BANK 8 ARE TO BE ROUTED TO PLC-12.GENERAL NOTES:1.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THIS CONTRACT.EQUIPMENT SHOWN DASHED AND LIGHT SHALL BE FUTURE.2.MOUNT CABLE TRAY 12'-0" AFF, AS MEASURED FROM BOTTOM OF CABLE TRAY.3.POWER CABLES ROUTED IN CABLE TRAY SHALL BE ONE (1) CABLE OUTSIDEDIAMETER FROM ONE ANOTHER.4.EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE. MAKE ADJUSTMENTS TOEQUIPMENT LOCATIONS BASED ON ACTUAL BUILDING SPACE. PLACEMENT OFEQUIPMENT MUST ABIDE BY MINIMUM NEC WORKING SPACE REQUIREMENTS.5.MOUNT CABLE TRAY AT 12'-0" AFF TO BOTTOM OF TRAY.6.ROUTE UNDERGROUND CONDUITS AT 4'-8" MINIMUM TO THE TOP OFCONDUIT FROM GRADE. COORDINATE WITH CIVIL AND STRUCTURAL FOR PIERAND BEAM LOCATIONS. DO NOT PENETRATE THE STRUCTURAL PIERS ORBEAMS.7.COORDINATE EXACT CONDUIT STUB-UP LOCATIONS WITH EQUIPMENTMANUFACTURERS PRIOR TO POURING BUILDING SLAB.8.NOT ALL CONDUIT ENTERING AND EXITING THE BUILDING IS SHOWN. REFER TOONE-LINE DIAGRAM AND INTERCONNECTION DIAGRAMS.9.MAINTAIN MINIMUM SPACING OF 7 1/2" CENTER-TO-CENTER BETWEENMEDIUM VOLTAGE CONDUITS AND ANY OTHER CONDUIT.NORTH1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24 101-24-2024227
*
PANEL"LP2""TX2"PANEL"HP2"SWITCHGEAR "SWG2"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTION"HSP P-1 VFD""HSP P-2 VFD"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTIONPLC-12
(FRONT)FUTURE VFDBUILDINGTRANSFORMER"XFM4"HIGH SERVICE PUMPSTATION BUILDING(FRONT)
(FRONT)TZXE-102PLC-12RE: E-5 FORCONTINUATION2E-96PLC-04PLC13-01F1HVAC CONTROLPANELSECURITYCONTROL PANEL(FUTURE)4Z4Xref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN--994031-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwgXref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN-1027255-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwg FPR-VFD2-01DFPR-VFD1-01DFPR-SWG2-02DFPR-SWG2-01DVFD2-P2-01CVFD2-P2-01AVFD1-P1-01CVFD1-HS-01D5EXTERIORLIGHTINGCONTACTORVFD2-HS-01DVFD1-P1-01AXE-HSVFD-01C5TIT-HSVFD-01ATIT-100BE-100BE-101BE-HSVFD-02AFPR-XFMR-01DBE-101PLC-12BE-HSVFD-01APB
7RE: E-49 FORCONTINUATIONCABLE TRENCH65E-964E-966E-96108JJ108J10111121SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 11:10 AM Plot By: 03823 Filename: N:\ELEC\EL-PSH-PL-INST01.dwg Last Saved: 1/23/2024 11:08 AM Saved By: 03823Filename: N:\ELEC\EL-PSH-PL-INST01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-PSH-PL-INST01.dwgHIGH SERVICE PUMP STATION VFD BUILDINGCONTROLS & INSTRUMENTATION PLAN1/4" = 1'-0"1-ELECTRICAL
HIGH SERVICE PUMP STATION VFD BUILDING
CONTROLS & INSTRUMENTATION PLANE-44POL
JTR
.
JWM1/4"=1'-0"2'1'4'8'0NOTES BY SYMBOL " "1.ROUTE CONDUIT UNDERGROUND VIA DUCT BANK 2.2.COMBINE ANALOG AND DISCRETE CONDUCTORS INTO A SINGLE 4" CONDUITBETWEEN TC2 AND HSPS ELECTRICAL CHASE FOR PUMP 1.3.COMBINE ANALOG AND DISCRETE CONDUCTORS INTO A SINGLE 4" CONDUITBETWEEN TC2 AND HSPS ELECTRICAL CHASE FOR PUMP 2.4.PROVIDE 1" CONDUIT THROUGH WALL AS HIGH AS POSSIBLE FOR FUTURECAMERA. TERMINATE CONDUIT TO 6"x6"x6" BOX ON INTERIOR OF WALL.COORDINATE EXACT LOCATION WITH OWNER.5.CAST IN-PLACE SINGLE GANG MASONRY BOX FOR FUTURE CARD READER.MOUNT BOX AT 48" A.F.F. TO THE BOTTOM. PROVIDE 3/4" CONDUIT FROMMASONRY BOX TO NEAREST 1'-0"x1'-0" SECURITY JUNCTION BOX LOCATED ONTHE INTERIOR OF BUILDING. RE: 2/E-107 FOR DOOR ACCESS CONTROL DETAIL.6.PUMP ANALOG AND DISCRETE CONDUITS SHALL STUB-UP ALONG THEOUTSIDE OF HSPS INTO WALL MOUNTED PULL BOX PRIOR TO ENTERING HSPS.CONDUITS WILL EXIT THE BACK OF PULL BOX INTO HSPS.7.PROVIDE 8-2"C. THAT PENETRATE THE BUILDING WALL BETWEEN THEEXTERIOR WALL MOUNTED PULL BOX AND CABLE TRAY THAT TERMINATES ATTHE EXISTING ELECTRICAL CHASE. ROUTE ANALOG, DISCRETE, AND POWERCABLES IN SEPARATE CONDUITS. KEEP P-1 AND P-2 CONDUCTORS SEPARATED,UNLESS NOTED OTHERWISE.8.PROVIDE 3/4" CONDUIT FOR DOOR FRAME MAGNETIC LOCKS TO NEARESTSECURITY 1'-0"x1'-0" JUNCTION BOX IN THE INTERIOR OF THE BUILDING.COORDINATE WITH DOOR MANUFACTURER FOR EXACT LOCATION OF DOORFRAME WIRE WAY ENTRY LOCATION. RE: 2/E-107 FOR DOOR ACCESSCONTROL DETAIL.9.PROVIDE 2-1"C. FROM PLC-12 TO FUTURE LOCATION OF SECURITY CONTROLPANEL. ROUTE CONDUITS UNDERGROUND. PROVIDE PULL STRING AND CAPBOTH ENDS FOR CONDUITS.10.PROVIDE 1-1"C. UNDERGROUND FROM SECURITY JUNCTION BOX TO FUTURELOCATION OF SECURITY CONTROL PANEL. PROVIDE PULL STRING AND CAPBOTH ENDS FOR FUTURE USE.11.PROVIDE 2-2"C. UNDERGROUND THAT STUB-OUT OF THE BUILDING AMINIMUM OF 2'-0" FOR FUTURE USE.12.ROUTE DUCT BANK 2 CONTROL AND INSTRUMENTATION CONDUITS DIRECTLYTO PLC-12.GENERAL NOTES:1.CONTRACTOR SHALL PROVIDE ALL CONTROL EQUIPMENT, MATERIALS ANDDEVICES FOR THE COMPLETE FUNCTIONALITY OF THE HVAC SYSTEM.2. RE: E-5 FOR SITE PLAN-A SHOWING DUCT BANKS EXITING VFD BUILDING.3.POWER, ANALOG, DISCRETE AND COMMUNICATION CONDUCTORS SHALL BEROUTED IN SEPARATE CONDUITS, UNLESS OTHERWISE NOTED.4.PROVIDE 3/4" CONDUIT FROM DOOR STRIKE AND DOOR JAMB TO INTERIOROF BUILDING FOR FUTURE DOOR ACCESS CONTROL INSTALLATION.5.COORDINATE EXACT CONDUIT STUB-UP LOCATIONS WITH EQUIPMENTMANUFACTURERS PRIOR TO POURING BUILDING SLAB.6.ROUTE UNDERGROUND CONDUITS AT 4'-8" TO THE TOP OF CONDUIT FROMGRADE. COORDINATE WITH CIVIL AND STRUCTURAL FOR PIER AND BEAMLOCATIONS.NORTH1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24 101-24-2024228
*
LIGHTINGCONTACTOR LTC-1PANEL"LP2""TX2"PANEL"HP2"SWITCHGEAR "SWG2"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTIONA1aA1bA1bA1aA1EbA1aA1bbA1aA1aA1EbA1aA1bA1Eb3,a3,b3,a3,b"HSP P-1 VFD""HSP P-2 VFD"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTIONXXWWEWEA1aA1bPLC-12 WEWEWEWEWP,GFILP2-4LP2-1LP2-3WP,GFILP2-4LP2-1LP2-3WP,GFILP2-4WP,GFILP2-4(FRONT)FUTURE VFDBUILDINGTRANSFORMER"XFM4"HIGH SERVICE PUMPSTATION BUILDING(FRONT)
(FRONT)LP2-5LP2-2LP2-2LP2-8PC2333333331333SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:03 AM Plot By: 04169 Filename: N:\ELEC\EL-PSH-PL-LTNG01.dwg Last Saved: 10/20/2022 6:31 PM Saved By: 04169Filename: N:\ELEC\EL-PSH-PL-LTNG01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-PSH-PL-LTNG01.dwg NOTES BY SYMBOL " "1.ROUTE EXTERIOR LIGHTING FIXTURE CIRCUITRY VIA LIGHTING CONTACTOR.2.MOUNT PHOTOCELL AT 10'-0" AFF. PHOTOCELL SHALL CONTROL EXTERIORLIGHTING VIA LIGHTING CONTACTOR. PROVIDE 2 #12, #12G., 3/4"C. FROMLIGHTING CONTACTOR TO PHOTOCELL.3.PROVIDE UNSWITCHED UNGROUNDED CONDUCTOR TO EMERGENCYLIGHTING FIXTURE BATTERY PACK FROM THE ASSOCIATED HOMERUN CIRCUITSHOWN.ELECTRICAL
HIGH SERVICE PUMP STATION VFD BUILDING
LIGHTING & RECEPTACLE PLANE-45POL
JTR
.
JWM GENERAL NOTES:1.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THIS CONTRACT.EQUIPMENT SHOWN DASHED AND LIGHT SHALL BE FUTURE.2.POWER, ANALOG, DISCRETE AND COMMUNICATION CONDUCTORS SHALL BEROUTED IN SEPARATE CONDUITS.3.ALL 120V/20/1P CIRCUITS LESS THAN 100'-0" SHALL BE 2 #12, #12G., 3/4"C.ALL 120V CIRCUITS 100'-0" AND GREATER FEEDING LIGHTING ANDRECEPTACLES SHALL BE 2 #10, #10G., 3/4"C., UNLESS OTHERWISE NOTED.4.MOUNT A1 AND A1E FIXTURES AT 10'-0"AFF.5.MOUNT "X" FIXTURED TO WALL 6" ABOVE DOOR FRAME.6.MOUNT RECEPTACLES AT 18" TO BOTTOM OF DEVICE BOX, UNLESSOTHERWISE NOTED.7.FOR EXTERIOR FIXTURES LOCATED ABOVE DOORS, MOUNT THE FIXTURE 1'-0"ABOVE THE TOP OF THE DOOR FRAME. MOUNT THE FIXTURE CENTER TO THEDOOR FRAME.8.FOR EXTERIOR FIXTURES NOT LOCATED ABOVE DOORS, MOUNT THE FIXTURESAT 10'-0" AFF.9.CONDUIT FOR EXTERIOR FIXTURES IS TO BE ROUTED ON THE INTERIOR WALLSOF THE BUILDING AND STUBBED OUT AT THE FIXTURE LOCATIONS. PROVIDEJUNCTION BOXES ON THE INTERIOR OF THE BUILDING AT THE FIXTURESTUBOUT LOCATIONS.10.COORDINATE CONDUIT STUB-UP LOCATIONS WITH HVAC MECHANICAL TOAVOID CONDUIT ROUTING PATH CONFLICTS.1/4"=1'-0"2'1'4'8'0HIGH SERVICE PUMP STATION VFD BUILDINGLIGHTING & RECEPTACLE PLAN1/4" = 1'-0"1-NORTH10-16-2023229
*
PANEL"LP2""TX2"PANEL"HP2"SWITCHGEAR "SWG2"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTION"HSP P-1 VFD""HSP P-2 VFD"FUTURE"SWG2"SECTIONFUTURE"SWG2"SECTIONPLC-12
(FRONT)FUTURE VFDBUILDINGTRANSFORMER"XFM4"HIGH SERVICE PUMPSTATION BUILDING(FRONT)
(FRONT)GGGGGGGGGLIGHTNING DOWNCONDUCTOR#4/0 BARE TINPLATED COPPER (TYP)LIGHTNING DOWNCONDUCTORTO BUILDINGSTEEL#4/0 BARE TINPLATED COPPER (TYP)#4/0 BARE TINPLATED COPPER (TYP)#4/0 BARE TINPLATED COPPER (TYP)3/4 X 10'-0" GROUND RODEXOTHERMIC WELD (TYP)#4/0 BARE TINPLATED COPPER (TYP)#4/0 BARE TINPLATED COPPER (TYP)3E-96BOND DUCTBANK GROUNDELECTRODECONDUCTORTO EXISTINGCABLE TRENCHCABLE TRAY#4/0 BARE TINPLATED COPPER (TYP)Xref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN--994031-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwgXref N:\HVAC\CAD files\HV-DTN20672-ELB-R21_02774 - Sheet - H-1 - HVAC FLOOR PLAN-1027255-t-1-HIGH SERVICE PUMP STATION VFD BUILDING HVAC FLOOR PLAN.dwg RE: E-5 FORCONTINUATION#4/0 BARE TIN PLATEDCOPPER (TYP)#4/0 BARE TIN PLATEDCOPPER (TYP)BOND TO DUCT BANKGROUNDING ELECTRODE(TYP OF ALL DUCT BANKS)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 5:08 PM Plot By: 04169 Filename: N:\ELEC\EL-PSH-PL-GRND01.dwg Last Saved: 10/20/2022 6:35 PM Saved By: 04169Filename: N:\ELEC\EL-PSH-PL-GRND01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-PSH-PL-GRND01.dwg GENERAL NOTES:1.PROVIDE LIGHTNING PROTECTION SYSTEM FOR HSPS VFD BUILDING. REFER TO42 41 13, "LIGHTNING PROTECTION FOR STRUCTURES" FOR REQUIREMENTS.2.GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE TIN-PLATED COPPER,UNLESS GAUGE OTHERWISE NOTED.3.BOND ALL DUCT BANK GROUNDING ELECTRODES TO GROUND LOOP. GROUNDTHE DUCT BANK TO THE VFD BUILDING.4.PROVIDE UNDERGROUND CONDUIT TO THE GROUND RING FOR ALL BUILDINGGROUNDING CONNECTIONS AND EQUIPMENT GROUNDING SHOWN.5.COORDINATE WITH CIVIL AND MECHANICAL TO AVOID GROUND RINGROUTING CONFLICTS.1/4"=1'-0"2'1'4'8'0ELECTRICAL
HIGH SERVICE PUMP STATION VFD BUILDING
GROUNDING PLANE-46.POL
JTR
.
JWMHIGH SERVICE PUMP STATION VFD BUILDINGGROUNDING PLAN1/4" = 1'-0"1-NORTH10-16-2023230
*
15566"XFM2""XFM1"HVAC"TX-XFMR3""SWG""MCC""LP-1""P-3" VFD"P-4" VFD"PLC-04"NETWORKCABINETTERMINATIONCABINETPS-P-5(FUTURE)PS-P-4PS-P-3PS-P-2PS-P-1PS-P-6(FUTURE)"PFCC-2""PFCC-1"TRANSFERSWITCH"PUMP NO.1" PCV CONTROL PANEL"SS-P2""SS-P1"EXHAUST FAN"PUMP NO.2" PCV CONTROL PANEL"PUMP NO.3" PCV CONTROL PANEL"PUMP NO.4" PCV CONTROL PANEL66343432SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:00 AM Plot By: 04169 Filename: N:\ELEC\EL-HPS-PL-DEMO01.dwg Last Saved: 10/11/2022 10:14 AM Saved By: 03823Filename: N:\ELEC\EL-HPS-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-HPS-PL-DEMO01.dwgNORTH GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.3.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CABLE TRAY,CONDUCTORS AND SUPPORTS BACK TO SOURCE, UNLESS OTHERWISE NOTED.4.RE: E-59 AND E-60 FOR PHOTOS.NOTES BY SYMBOL " "1.DEMOLISH SOFT-STARTERS FOR HIGH SERVICE PUMP NO.1 & 2.2.DEMOLISH PFCCS FOR HIGH SERVICE PUMP NO.1 & 2.3.DEMOLISH CABLE TRAY FROM "SWG" TO "SS-P1" AND "SS-P2".4.DEMOLISH MULTILIN 735 FEEDER PROTECTION RELAYS FOR "SS-P1" AND"SS-P2". DEMOLISH SERIAL COMMUNICATION CONDUCTORS FOR THISEQUIPMENT. 1200A CIRCUIT BREAKER TO REMAIN.5.HIGH SERVICE PUMP NO.1 & 2 TO REMAIN. ASSOCIATED RTDS, VIBRATIONSWITCHES AND SPACE HEATERS TO REMAIN.6.PUMP CONTROL VALVE CONTROL PANEL TO REMAIN.HIGH SERVICE PUMP STATIONDEMOLITION PLAN3/16" = 1'-0"1-ELECTRICAL
HIGH SERVICE PUMP STATION
DEMOLITION PLANE-47.POL
JTR
.
JWM3/16"=1'-0"4'8'010-16-2023231
*
"XFM2""XFM1"HVAC"TX-XFMR3""SWG""MCC""LP-1""P-3" VFD"P-4" VFD"PLC-04"NETWORKCABINETTERMINATIONCABINETPS-P-5(FUTURE)PS-P-4PS-P-3PS-P-2PS-P-1PS-P-6(FUTURE)TRANSFERSWITCHEXHAUST FAN11UNDERGROUND CABLETRENCH AND WIREWAYP1-01PMOTORTERMINATIONBOX (TYP)P2-01P"PUMP NO.1"PCV CONTROL PANEL"PUMP NO.2"PCV CONTROL PANEL"PUMP NO.3"PCV CONTROL PANEL"PUMP NO.4"PCV CONTROL PANEL"PUMP NO.1"LOCAL CONTROLSTATION"PUMP NO.2"LOCAL CONTROLSTATION3E-96RE: E-5 FORCONTINUATION1E-96PBPBINSTRUMENTATIONPULL BOXPOWERPULL BOX442356RE: E-5 FORCONTINUATION3SD-S-102E-4877SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:51 AM Plot By: 04169 Filename: N:\ELEC\EL-HPS-PL-POWR01.dwg Last Saved: 10/21/2022 7:12 AM Saved By: 02417Filename: N:\ELEC\EL-HPS-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-HPS-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWN LIGHTAND DASHED IS FUTURE. EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDERTHIS CONTRACT.2.POWER CABLES ROUTED IN CABLE TRENCH SHALL BE ONE CABLE OUTSIDEDIAMETER FROM ONE ANOTHER AT ALL TIMES.3.POWER, ANALOG, DISCRETE AND COMMUNICATION CONDUCTORS SHALL BEROUTED IN SEPARATE CONDUITS,UNLESS OTHERWISE NOTED.4.COORDINATE INSTALLATION OF ALL CONDUITS AND DEVICES WITH BRIDGECRANE LOCATION. DO NOT INSTALL ANY RACEWAY OR DEVICE THAT CONFLICTSWITH BRIDGE CRANE TRAVEL OR BRIDGE CRANE ELECTRIC BUSWAY.5.CONDUIT AND RACEWAY ROUTING SHOWN IS APPROXIMATE. CONTRACTOR TOMAKE ADJUSTMENTS BASED ON ACTUAL FIELD CONDITIONS.6.ROUTE MOTOR SPACE HEATER CIRCUITS WITH DISCRETE CONDUCTORS. RE: E-49.7.FIELD VERIFY EXISTING HSPS DUCT BANK ROUTING. PROVIDE PROPOSED DUCTBANKS IN LOCATIONS THAT DO NOT CONFLICT WITH EXISTING DUCT BANKSNOTES BY SYMBOL " "1.ROUTE 4160V CABLE FROM PS-P-1/ PS-P-2 VIA UNDERGROUND CABLE TRENCH(EXISTING), DUCT BANK, TO VFD INSIDE VFD BUILDING.2.RELOCATE EXHAUST FAN CONDUIT AND CONDUCTORS TO TERMINATIONCABINET. PROVIDE NEW CONDUCTORS IF NEEDED.3.ROUTE COMMUNICATION CONDUCTORS FROM THE PULL BOX TO PLC-14.4.SAW CUT BUILDING MOW STRIP FOR ROUTING OF UNDERGROUNDCONDUITS. CONCRETE PAD SHALL BE POURED AROUND PULL BOXES ANDCONDUIT. CONCRETE PAD SHALL EXTEND 1'-0" BEYOND ALL SIDES OF THEPULL BOXES. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE PADREQUIREMENTS.5.RELOCATE CONDUIT AND CONDUCTORS FOR BRIDGE CRANE.6.ROUTE CABLE TRAY IN A MANNER THAT ALLOWS CONDUCTORS TO ENTERSWITCHGEAR THROUGH MANUFACTURED WINDOWS ON THE TOP SIDE OFTHE EQUIPMENT. RE: 3/E-105 FOR EXISTING SWITCHGEAR WINDOW LAYOUTDETAIL.7.PROVIDE PULL BOXES MOUNTED TO THE EXTERIOR WALL OF THE BUILDING.RE:2/E-101 FOR HSPS MEDIUM VOLTAGE WALL PENETRATION DETAIL.ELECTRICAL
HIGH SERVICE PUMP STATION
POWER PLANE-48.POL
JTR
.
JWMNORTHHIGH SERVICE PUMP STATIONPOWER PLAN3/16" = 1'-0"1-3/16"=1'-0"4'8'0CABLE TRAY SECTIONNOT TO SCALE2-30"5"OD1 ODMINSWG2-02P1 ODMINSWG2-01P(FUTURE)OD1 5/8" UNISTRUTBETWEEN CABLETRAYSSWG2-01PSWG2-02P(FUTURE)10-16-2023232
*
"XFM2""XFM1"HVAC"TX-XFMR3""SWG""MCC""LP-1""P-3" VFD"P-4" VFD"PLC-04"NETWORKCABINETTERMINATIONCABINETPS-P-5(FUTURE)PS-P-4PS-P-3PS-P-2PS-P-1PS-P-6(FUTURE)TRANSFERSWITCHEXHAUST FANRE: E-5 FORCONTINUATIONPBPB5E-1065E-965FPR2-HS-01DFPR1-HS-01DVF2-P2-01CVF1-P1-01CLPS-P2-01CLPS-P1-01CPLC13-01F1212"PUMP NO.1"PCV CONTROL PANEL"PUMP NO.2"PCV CONTROL PANEL"PUMP NO.1"LOCAL CONTROLSTATION"PUMP NO.2"LOCAL CONTROLSTATIONZIT-263PSL-261V-263ZIT-263PSL-262V-264VSH-262TE-262P2-MSHVSH-261TE-261P1-MSHPCV-P2-01CPCV-P2-01AVSH-262-01CLCS-P2-01CMSH-P2-01CTE-P2-01CLCS-P1-01CPCV-P1-01CPCV-P1-01AVSH-261-01CTE-261-01CMSH-P1-01C2222221111111E-96UNDERGROUND CABLETRENCH AND WIREWAYPBPB 6E-964E-966667810ESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:35 AM Plot By: 04169 Filename: N:\ELEC\EL-HPS-PL-INST01.dwg Last Saved: 10/11/2022 10:24 AM Saved By: 03823Filename: N:\ELEC\EL-HPS-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-HPS-PL-INST01.dwg GENERAL NOTES:1.ROUTE POWER, DISCRETE AND ANALOG CONDUCTORS IN SEPARATECONDUITS, UNLESS OTHERWISE NOTED.2.REFER TO STRUCTURAL DRAWINGS FOR HSPS BEAM PENETRATION DETAILSAND OTHER REQUIREMENTS FOR STRUCTURE PENETRATIONS.3.RE: 2/E-104 FOR PULL BOX MOUNTING DETAIL.4.PULL BOXES INSTALLED WITHIN THE CABLE TRENCH ARE NOT PERMITTED.5.NO TERMINATIONS OR SPLICES ARE TO BE MADE IN THE CABLE TRENCH.6.ALL DISCRETE AND ANALOG CIRCUITS ROUTED WITHIN CABLE TRENCH SHALLBE ROUTED IN CONDUIT.NOTES BY SYMBOL " "1.ROUTE TO VFD BUILDING VIA CABLE TRENCH.2.PROVIDE SEPARATE RIGID STEEL CONDUIT INSIDE CABLE TRENCH FORDISCRETE AND ANALOG CONDUCTORS. INSTALL RIGID STEEL CONDUITALONGSIDE VERTICAL WALLS OF CABLE TRENCH THAT ALLOWS FORMAXIMUM SPACING FROM POWER CONDUCTORS. ROUTE CONDUIT IN CHASEIN SUCH A MANNER THAT IT DOES NOT BLOCK ACCESS TO EXISTING CABLETRENCH CABLE TRAY.3.COMBINE DISCRETE AND ANALOG CONDUCTORS INTO A SINGLE CONDUIT FORPUMP1 BETWEEN TC2 AND HSPS ELECTRICAL CHASE.4.COMBINE DISCRETE AND ANALOG CONDUCTORS INTO A SINGLE CONDUIT FORPUMP2 BETWEEN TC2 AND HSPS ELECTRICAL CHASE.5.ALL RELAYS TO REMAIN SHALL BE CONNECTED TO NETWORK ANDOPERATIONAL AFTER THE REMOVAL OF FEEDER AND MOTOR PROTECTIONRELAYS SERVING SS-P1, SS-P2, P-HS-1 AND P-HS-2. REROUTE RS-485 SERIALCONNECTION TO PROTOCOL CONVERTER WITHIN PLC-04 AS NEEDED. FIELDVERIFY ORDER OF SERIAL CONNECTIONS FROM RELAY TO RELAY.6.RE: 1/E-44 FOR CONTINUATION.7.PROVIDE 8-2"C. THAT PENETRATE THE BUILDING WALL BETWEEN THEEXTERIOR WALL MOUNTED PULL BOX AND INTERIOR PULL BOX. ROUTEANALOG, DISCRETE, AND POWER CABLES IN SEPARATE CONDUITS. KEEP P-1AND P-2 CONDUCTORS SEPARATED, UNLESS NOTED OTHERWISE.8.PROVIDE PULL BOX. UTILIZE STRUCTURAL STEEL TO MOUNT PULL BOX.INSTALL CONDUIT RACK FROM PULL BOX THAT EXTENDS INTO EXISTINGELECTRICAL CHASE.9.CONNECT LPS-P1-01C AND LPS-P2-01C TO EXISTING LOW PRESSURE SUCTIONSWITCH RELAYS LOCATED IN PLC-04.10.PROVIDE 19" RACK MOUNT FIBER OPTIC PATCH PANEL IN EXISTING NETWORKCABINET. PROVIDE PATCH CABLE TO CONNECT FIBER TO EXISTING NETWORKSWITCH.ELECTRICAL
HIGH SERVICE PUMP STATION
CONTROLS & INSTRUMENTATION PLANE-49POL
JTR
.
JWMNORTHHIGH SERVICE PUMP STATIONCONTROLS & INSTRUMENTATION PLAN3/16" = 1'-0"1-3/16"=1'-0"4'8'010-16-2023233
*
MG1G2GT1 & GT2BACK UP GENERATOR - "G1"BACK UP GENERATOR - "G2""MH-G"123456789101112BATTERY CHARGERGENERATOR GEAR"PLC-05"AUTOMATICTRANSFER SWITCH"TX-LA""HA""LA"SMOKE DETECTORPANEL221334LA-2553-2"C.6MEB-GEN-02DMEB-GEN-01DMEB-ATO-01DSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:57 AM Plot By: 04169 Filename: N:\ELEC\EL-ELB-PL-DEMO01.dwg Last Saved: 8/2/2023 10:22 PM Saved By: 04169Filename: N:\ELEC\EL-ELB-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ELB-PL-DEMO01.dwgNORTH3/16"=1'-0"4'8'0.MAIN ELECTRICAL BUILDING & GENERATORS PLAN3/16" = 1'-0"1-ELECTRICAL
.
MAIN ELECTRICAL BUILDING & GENERATORS PLANE-50.POL
JTR
.
JWM GENERAL NOTES:1.MAIN ELECTRICAL SWITCHGEAR AND GENERATOR SWITCHGEAR TO REMAIN INOPERATION THROUGHOUT CONSTRUCTION. REFER TO SPECIAL PROCEDURESPECIFICATION 01 35 00 (SPECIAL PROCEDURES) FOR ADDITIONALREQUIREMENTS.2.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN LIGHT ANDDASHED IS FUTURE. EQUIPMENT SHOWN DARK IS TO BE PROVIDED UNDERTHIS CONTRACT.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.4.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.5.MODIFICATIONS MADE TO GENERATOR AND ATO MASTER CONTROLLERPERFORMED BY GENERATOR MANUFACTURER.6.CONTRACTOR TO ROUGH-IN GENERATOR AND MASTER CONTROLLER.COORDINATE WITH GENERATOR MANUFACTURER FOR SPECIFICREQUIREMENTS.NOTES BY SYMBOL " "1.DEMOLISH ATO MASTER CONTROLLER FOR PARALLELING SWITCHGEAR ANDGENERATORS, ENCLOSURE TO REMAIN.2.DEMOLISH GENERATOR NETWORK CARDS.3.ETHERNET BASED GENERATOR NETWORK CARDS PROVIDED BY GENERATORMANUFACTURER.4.PROVIDE ATO MASTER CONTROLLER THAT CONNECTS TO EXISTING MASTERCONTROLLER CABINET. CONTRACTOR TO REROUTE EXISTING MSA, GSA &BACKUP GENERATOR CONDUCTORS TO NEW ATO MASTER CONTROLLER.5.PROVIDE 2 #12, #12G., 3/4"C.6.DEMOLISH MEDIA CONVERTER IN PLC-05. INSTALL OWNER FURNISHEDMANAGED SWITCH IN PLC-05 CABINET. RE: 5/E-59 FOR PHOTOS.10-16-2023234
*
TCTCTCJJ"HA-5""HA-4""HA-4""HA-4""TC"150KVA"LE-3""LE-3""PLC-07"5TCTCTCJJ"HA-5""HA-4""HA-4""HA-4""TC"150KVA"LE-3""LE-3"PBPB"PLC-07"1INSTRUMENTATIONELECTRICAL33RE: E-8 FORCONTINUATIONRE: E-8 FORCONTINUATION26E-9824E-9842222LE3-392 #12, #12G., 3/4"C.6PCLIGHTINGCONTACTOR2 #12, #12G., 3/4"C.1SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:46 AM Plot By: 04169 Filename: N:\ELEC\EL-CST-PL-DEMO01.dwg Last Saved: 10/11/2022 10:34 AM Saved By: 03823Filename: N:\ELEC\EL-CST-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-CST-PL-DEMO01.dwgNORTH GENERAL NOTES:1.POWER, DISCRETE AND COMMUNICATION CONDUCTORS MUST BE ROUTED INSEPARATE CONDUITS.2.SIZE PULL BOXES ACCORDING TO NEC AND CABLE MANUFACTURERREQUIREMENTS.3.MAINTAIN 1' SPACING BETWEEN CONDUIT PENETRATIONS AND MOTORIZEDDAMPER VENT.4.PULL BOX LOCATIONS ARE APPROXIMATE. MAKE ADJUSTMENTS WHERECONDUIT PENETRATIONS ARE FEASIBLE.5.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANKS.NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "LE3" FORREQUIRED LOADS. PANELBOARD "LE3" IS A SIEMENS CATALOG#P1C42JX400CBS. PROVIDE TYPED AND PRINTED UPDATED PANELBOARDSCHEDULES.2.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "HA4" AND "HA5"FOR REQUIRED LOADS. PANELBOARD "HA4" AND "HA5" ARE SIEMENSCATALOG #SEE42ML250CBS. PROVIDE TYPED AND PRINTED UPDATEDPANELBOARD SCHEDULES.3.PROVIDE SEPARATE PULL BOXES FOR ELECTRICAL AND CONTROLCONDUCTORS. UTILIZE PULL BOXES FOR ROUTING OF CONDUCTORS INTO THEELECTRICAL ROOM. PULL BOXES ARE TO BE MOUNTED TO THE EXTERIORWALL OF THE BUILDING AT AN ELEVATION THAT ALLOWS FOR ROUTING OFTHE CONDUITS ENTERING THE BUILDING. RE: 3/E-106 FOR MOUNTING DETAIL.4.INSTALL OWNER FURNISHED MANAGED SWITCH IN PLC-07 CABINET.5.DEMOLISH MEDIA CONVERTER IN PLC-07. RE: E-60 FOR PHOTOS.6.PREOZONE CONTACTOR LIGHTING CONTACTOR. MOUNT ABOVE SPACEHEATER DISCONNECTS.ELECTRICAL
CHLORINE & AMMONIA STORAGE
ELECTRICAL ROOM PLANSE-51POL
JTR
.
JWMCHLORINE STORAGE ELECTRICAL ROOMDEMOLITION PLAN3/4" = 1'-0"1-3/4"=1'-06"1'2'0CHLORINE STORAGE ELECTRICAL ROOMPOWER, CONTROLS AND INSTRUMENTATION PLAN3/4" = 1'-0"2-NORTH10-16-2023235
*
T"PLC-03""LA2"45KVA PANEL"LA-2""HA2"SEC-1"HA2"SEC-2"HA2"SEC-3PUMP #1VFDPUMP #2VFDPUMP #3VFD"HB2"SEC-1"HB2"SEC-2SAMPLINGSTATION"LB1"45KVA PANEL"LB-1""HB-2"SEC-3"MCC-TP" BUS-B"MCC-TP" BUS-A123456SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:42 AM Plot By: 04169 Filename: N:\ELEC\EL-TPM-PL-DEMO01.dwg Last Saved: 10/19/2022 1:16 PM Saved By: 04169Filename: N:\ELEC\EL-TPM-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TPM-PL-DEMO01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR SHALL DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO REMAIN,CONTRACTOR SHALL DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.4.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.5.REFER TO ONE-LINE DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONALINFORMATION.NOTES BY SYMBOL " "1.DEMOLISH WASHWATER RECLAMATION BASIN PUMP NO.2 & 3 MOTORSTARTERS AND CIRCUIT BREAKERS.2.DEMOLISH MAIN DRAIN SUMP PUMP STATION CIRCUIT BREAKER.3.RELOCATE HVAC THERMOSTAT AND CONTROL PANEL TO CLEAR SPACE FORPROPOSED PLC-13 ENCLOSURE. CONTRACTOR SHALL STORE THERMOSTATAND CONTROL PANEL FOR REINSTALLATION.4.FILTER RECYCLE SUMP PUMP CONTROL PANEL CIRCUIT BREAKER TO REMAIN.PROVIDE CONDUCTORS AS SHOWN ON ONE-LINE DIAGRAM.5.DEMOLISH WASHWATER RECLAMATION BASIN PUMP NO.1 MOTOR STARTERAND CIRCUIT BREAKER.6.DEMOLISH MEDIA CONVERTER IN PLC-03.1'1/2"=1'-0"2'4'0TRANSFER PUMP STATION ELECTRICAL BUILDINGDEMOLITION PLAN1/2" = 1'-0"1-ELECTRICAL
TRANSFER PUMP STATION ELECTRICAL BUILDING
DEMOLITION PLANE-52.POL
JTR
.
JWMNORTH 10-16-2023236
*
"PLC-03""LA2""45KVAPANEL LA-2""HA2"SEC-1"HA2"SEC-2"HA2"SEC-3PUMP #1VFDPUMP #2VFDPUMP #3VFD"HB2"SEC-1"HB2"SEC-2SAMPLINGSTATION"LB1""45KVAPANEL LB-1""HB-2"SEC-3"MCC-TP" BUS-B"MCC-TP" BUS-A"PLC-13"235146LA2-147RE: E-6 FORCONTINUATIONELECTRICALCONTROLS8810E-96PBPB11109HB7-01PMDSCP-01PP-WR3-01PP-WR2-01PHA7-01PP-WR1-01PRE: 1/E-6 FORCONTINUATION134E-98P-FRSP-01P12HA2-1, 3, 5LIGHTINGCONTACTOR13PCLB1-3914SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:37 AM Plot By: 04169 Filename: N:\ELEC\EL-TPM-PL-POWR01.dwg Last Saved: 10/19/2022 1:33 PM Saved By: 04169Filename: N:\ELEC\EL-TPM-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TPM-PL-POWR01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.2.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANKS.3.ALL 120V/20A CIRCUITS LESS THAN 100'-0" SHALL BE 2 #12, #12G., 3/4"C. ALL120V/20A CIRCUITS 100'-0" AND GREATER FEEDING MISCELLANEOUSEQUIPMENT SHALL BE 2 #10, #10G., 3/4"C., UNLESS OTHERWISE NOTED.4.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.5.PROVIDE UPDATED TYPED AND PRINTED PANELBOARD SCHEDULES TOREFLECT MODIFICATIONS TO PANELBOARD CIRCUITS.6.RELOCATE HVAC CONTROL PANEL AND THERMOSTAT TO AVAILABLE WALLSPACE IN THE BUILDING. EXTEND CONDUIT AND CONDUCTORS TO NEWLOCATIONS. HVAC SYSTEM MUST BE FULLY FUNCTIONAL AS IT WAS PRIOR TORELOCATION OF THE EQUIPMENT.7.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "LB1" AND "LA2"FOR REQUIRED LOADS. PANELBOARD "LB1" AND "LA2" IS A SIEMENS CATALOG#S1C42OJ150CBS. PROVIDE TYPED AND PRINTED UPDATED PANELBOARDSCHEDULES.8.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "HB2, SEC-1","HB2, SEC-2" AND "HB2, SEC-3" FOR REQUIRED LOADS. PANELBOARD "HB2,SEC-1", "HB2, SEC-2" AND "HB2, SEC-3" IS A SIEMENS CATALOG#SEE42ML250CBS. PROVIDE TYPED AND PRINTED UPDATED PANELBOARDSCHEDULES.9.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "HA2, SEC-1","HA2, SEC-2" AND "HA2, SEC-3" FOR REQUIRED LOADS. PANELBOARD "HB2,SEC-1", "HB2, SEC-2" AND "HB2, SEC-3" IS A SIEMENS CATALOG#SEE42ML250CBS. PROVIDE TYPED AND PRINTED UPDATED PANELBOARDSCHEDULES.10.REFER TO ONE-LINE DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONALINFORMATION.NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER AND NEMA Sz2 STARTER FOR WASH WATERRECLAMATION BASIN PUMP 1. CIRCUIT BREAKER AIC RATING SHALL MATCHTHAT OF EXISTING MCC. MODIFY MCC BUCKET AS REQUIRED.2.PROVIDE CIRCUIT BREAKER AND NEMA Sz2 STARTER FOR WASH WATERRECLAMATION BASIN PUMP 2. CIRCUIT BREAKER AIC RATING SHALL MATCHTHAT OF EXISTING MCC. MODIFY MCC BUCKET AS REQUIRED.3.PROVIDE CIRCUIT BREAKER AND NEMA Sz2 STARTER FOR WASH WATERRECLAMATION BASIN PUMP 3. CIRCUIT BREAKER AIC RATING SHALL MATCHTHAT OF EXISTING MCC. MODIFY MCC BUCKET AS REQUIRED.4.PROVIDE CIRCUIT BREAKER FOR PANELBOARD "HA7". CIRCUIT BREAKER AICRATING SHALL MATCH THAT OF EXISTING MCC. MODIFY MCC BUCKET ASREQUIRED.5.PROVIDE CIRCUIT BREAKER FOR PANELBOARD "HB7". CIRCUIT BREAKER AICRATING SHALL MATCH THAT OF EXISTING MCC. MODIFY MCC BUCKET ASREQUIRED.6.PROVIDE CIRCUIT BREAKER FOR MAIN DRAIN SUMP PUMP CONTROL PANEL"MDSCP". CIRCUIT BREAKER AIC RATING SHALL MATCH THAT OF EXISTING MCC.MODIFY MCC BUCKET AS REQUIRED.7.PROVIDE 2 #12, #12G., 3/4"C.8.PROVIDE SEPARATE WALL MOUNTED PULL BOXES FOR ELECTRICAL ANDCONTROL CONDUCTORS. UTILIZE PULL BOXES FOR ROUTING OF CONDUCTORSINTO THE ELECTRICAL ROOM. PULL BOXES ARE TO BE MOUNTED TO THEEXTERIOR WALL OF THE BUILDING.9.PROVIDE 6 #12, 3 #12G., 1"C. FOR FIT-BW-001, FIT-BW-003 AND PE/LIT-BW-001.10.PROVIDE 6 #12, 3 #12G., 1"C. FOR ELECTRICAL AND INSTRUMENTATIONMANHOLE SUMP PUMPS.11.PROVIDE 2 #12, #12G., 1"C.12.SAW CUTTING OF CONCRETE NEEDED FOR DUCT BANK.13.PROVIDE 2 #12, #12G., 3/4"C. FOR LIGHTING CONTACTOR POWER SUPPLY.ROUTE POLE LIGHTING CIRCUIT THROUGH CONTACTOR. LIGHTING CONTACTORTO BE CONTROLLED BY PHOTOCELL LOCATED ON THE TPS ELECTRICAL ROOMFACING NORTH.14.PROVIDE A SINGLE PHOTOCELL ROUTED TO LIGHTING CONTACTOR IN THE TPSELECTRICAL ROOM. PHOTOCELL WILL CONTROL THE LIGHTING AT THE FILTERBACKWASH TANK. MOUNT PHOTOCELL AT 12'-0" ABOVE FINISHED GRADEFACING NORTH.ELECTRICAL
TRANSFER PUMP STATION ELECTRICAL BUILDING
POWER PLANE-53POL
JTR
.
JWM1'1/2"=1'-0"2'4'0TRANSFER PUMP STATION ELECTRICAL BUILDINGPOWER PLAN1/2" = 1'-0"1-NORTH10-16-2023237
*
T"PLC-03""LA2""45KVA"PANEL LA-2"HA2"SEC-1"HA2"SEC-2"HA2"SEC-3PUMP #1VFDPUMP #2VFDPUMP #3VFD"HB2"SEC-1"HB2"SEC-2SAMPLINGSTATION"LB1""45KVAPANEL LB-1""HB-2"SEC-3"MCC-TP" BUS-B"MCC-TP" BUS-A"PLC-13"23RE: E-6 FORCONTINUATION10E-6PMP3-WR-01CPMP2-WR-01CPBPBCP-WR-02C1PMP1-WR-01CPOWERCONTROLS65PLC03-01D48RE: 1/E-6 FORCONTINUATION34E-9871010LSHH-FRSP-01CLIT-289-01ACP-WR-01CSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:58 AM Plot By: 04169 Filename: N:\ELEC\EL-TPM-PL-INST01.dwg Last Saved: 10/19/2022 1:32 PM Saved By: 04169Filename: N:\ELEC\EL-TPM-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-TPM-PL-INST01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK IS PROPOSED UNDER THIS CONTRACT. EQUIPMENT SHOWN DASHEDAND LIGHT WILL BE FUTURE.2.CONTRACTOR SHALL RELOCATE HVAC CONTROL PANEL, THERMOSTAT ANDASSOCIATED CONDUIT TO AVAILABLE WALL SPACE IN THE BUILDING TO MAKESPACE FOR PLC-13.3.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANKS.4.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.NOTES BY SYMBOL " "1.PROVIDE ALL NECESSARY CONTROL WIRING FOR COMPLETE OPERATION OFP-WR-1.2.PROVIDE ALL NECESSARY CONTROL WIRING FOR COMPLETE OPERATION OFP-WR-2.3.PROVIDE ALL NECESSARY CONTROL WIRING FOR COMPLETE OPERATION OFP-WR-3.4.PROVIDE "PLC-13" ENCLOSURE. "PLC-13" ENCLOSURE TO BE WALL MOUNTED.5.PROVIDE 4-2"C. TO PLC-13.6.PROVIDE 3-2"C. TO PLC-13.7.SAW CUTTING OF CONCRETE NEEDED FOR DUCT BANK.8.RELOCATE THERMOSTAT AND ENCLOSURE. PROVIDE ADDITIONAL CONDUITAND WIRE AS NEEDED FOR A FULLY FUNCTIONAL SYSTEM.9.INSTALL OWNER FURNISHED MANAGED SWITCH IN PLC-03 CABINET.10.PROVIDE SEPARATE WALL MOUNTED POWER AND CONTROLS PULL BOXES.ELECTRICAL
TRANSFER PUMP STATION ELECTRICAL BUILDING
CONTROLS & INSTRUMENTATION PLANE-54POL
JTR
.
JWM1'1/2"=1'-0"2'4'0TRANSFER PUMP STATION ELECTRICAL BUILDINGCONTROLS & INSTRUMENTATION PLAN1/2" = 1'-0"1-NORTH10-16-2023238
*
MCC-OPLB3HA3HB3LIGHTINGCONTACTOR"PLC-06"TXPULL BOXJTLA31SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:40 AM Plot By: 04169 Filename: N:\ELEC\EL-OPB-PL-DEMO01.dwg Last Saved: 8/2/2023 10:18 PM Saved By: 04169Filename: N:\ELEC\EL-OPB-PL-DEMO01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OPB-PL-DEMO01.dwg GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.FOR EQUIPMENT AND INSTRUMENTATION IDENTIFIED TO BE DEMOLISHED,CONTRACTOR TO DEMOLISH ASSOCIATED CONDUITS, CONDUCTORS ANDSUPPORTS BACK TO SOURCE.3.OWNER HAS FIRST RIGHTS TO MATERIALS REMOVED FROM SERVICE.CONTRACTOR SHALL RELOCATE EQUIPMENT TO LOCATION OF OWNERSREQUEST.NOTES BY SYMBOL " "1.DEMOLISH "PLC-06" ENCLOSURE AND ASSOCIATED DEVICES. RE: 3/E-58 FORPHOTO.3/4"=1'-06"1'2'0OPERATIONS BUILDING ELECTRICAL ROOMDEMOLITION PLAN3/4" = 1'-0"1-NORTH
ELECTRICAL
OPERATIONS BUILDING ELECTRICAL ROOM
DEMOLITION PLANE-55.POL
JTR
.
JWM 10-16-2023239
*
MCC-OPLB3HA3HB3LIGHTINGCONTACTOR"PLC-06"TXPULL BOXJTLCLA3197628345LB4LB4-01PSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:48 AM Plot By: 04169 Filename: N:\ELEC\EL-OPB-PL-POWR01.dwg Last Saved: 8/2/2023 10:19 PM Saved By: 04169Filename: N:\ELEC\EL-OPB-PL-POWR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OPB-PL-POWR01.dwg
NORTH
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT.2.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANKS.3.ROUTE POWER, DISCRETE AND ANALOG SIGNALS IN SEPARATE CONDUITS.4.PROVIDE CIRCUIT BREAKERS AS REQUIRED IN PANELBOARD "LB3" FORREQUIRED LOADS. PANELBOARD "LB3" IS A SIEMENS CATALOG#P1C42JX400CBS. PROVIDE TYPED AND PRINTED UPDATED PANELBOARDSCHEDULES.NOTES BY SYMBOL " "1.PROVIDE "PLC-06", UTILIZE EXISTING 120V CIRCUIT. EXISTING DISCRETE,ANALOG AND POWER CONDUIT, CABLES AND CONDUCTORS ARE TO BERECONNECTED TO NEW PLC CABINET.2.UTILIZE EXISTING PHOTOCELL FOR CONTROL OF SEDIMENTATION BASINLIGHTING CONTACTOR. MAKE TAPS INSIDE EXISTING LIGHTING CONTACTOR.3.PROVIDE LIGHTING CONTACTOR FOR CONTROL OF SEDIMENTATION ANDFLOCCULATION BASIN POLE LIGHTING. UTILIZE PHOTOCELL CIRCUIT IN THEEXISTING LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF THESEDIMENTATION BASINS STRUCTURE LIGHTING.4.PROVIDE 2 #12, 3/4"C. FOR EXTENSION OF PHOTOCELL LEADS TOSEDIMENTATION BASIN LIGHTING CONTACTOR.5.PROVIDE 4 #10, #10G., 1"C.6.UTILIZE EXISTING UNDERGROUND CONDUITS TO SEDIMENTATION BASIN FORROUTING OF LIGHTING AND RECEPTACLE CIRCUITS.7.UTILIZE EXISTING UNDERGROUND CONDUITS TO SEDIMENTATION BASIN FORROUTING OF MUDVALVE AND TELESCOPING VALVE CIRCUITS.8.PROVIDE CONDUIT TO SEDIMENTATION BASIN PULL BOX IF NECESSARY. ROUTECONDUIT THROUGH CHEMICAL TRENCH. PVC COATED ARC REQUIRED INCHEMICAL TRENCH.9.SPACING BETWEEN LA4 AND MCC-OP MUST MEET NEC SPACINGREQUIREMENTS. REROUTE CONDUIT THAT WILL ALLOW PANELBOARD ANDMCC SPACING TO MEET NEC REQUIREMENTS.3/4"=1'-06"1'2'0OPERATIONS BUILDING ELECTRICAL ROOMPOWER PLAN3/4" = 1'-0"1-ELECTRICAL
OPERATIONS BUILDING ELECTRICAL ROOM
POWER PLANE-56POL
JTR
.
JWM 10-16-2023240
*
"MCC-OP""LB3""HA3""HB3"LIGHTINGCONTACTOR"PLC-06""TX"PULL BOXJTLC"LA3"123MV-SED1-01CMV-SED2-01CTV-SED1-01CTV-SED2-01CTV-SED1-01ATV-SED2-01AVFD-SED1A-01AVFD-SED2B-01CLB4VFD-SED1B-01AVFD-SED2A-01AVFD-SED2B-01AVFD-SED2A-01CVFD-SED1B-01CVFD-SED1A-01CRE: E-8 FORCONTINUATIONSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:43 AM Plot By: 04169 Filename: N:\ELEC\EL-OPB-PL-INST01.dwg Last Saved: 8/2/2023 10:20 PM Saved By: 04169Filename: N:\ELEC\EL-OPB-PL-INST01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-OPB-PL-INST01.dwg
NORTH
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARKSHALL BE PROVIDED UNDER THIS CONTRACT.2.REFER TO SITE PLAN FOR CONDUITS ENTERING BUILDING FROM DUCT BANKS.NOTES BY SYMBOL " "1.PROVIDE DISCRETE AND ANALOG CONDUCTORS TO MONITOR/CONTROLEXISTING SEDIMENTATION BASIN CHAIN AND FLIGHT DRIVES AND CROSSCOLLECTOR DRIVES. CONDUCTORS SHALL BE ROUTED FROM "PLC06" TOEXISTING VFD MOTOR CONTROLLERS LOCATED IN "MCC-OP".2.PROVIDE "PLC-06" ENCLOSURE, HARDWARE, DEVICES, CABLING ANDTERMINATIONS NECESSARY FOR COMPLETE OPERATION OF PLC.3/4"=1'-06"1'2'0OPERATIONS BUILDING ELECTRICAL ROOMCONTROLS PLAN3/4" = 1'-0"1-ELECTRICAL
OPERATIONS BUILDING ELECTRICAL ROOM
CONTROLS PLANE-57POL
JTR
.
JWM 10-16-2023241
*
ADMINISTRATION BUILDINGELECTRICAL ROOM PLC-06NOT TO SCALE3-NOTES BY SYMBOL " "1.SERIAL TO ETHERNET PORT CONVERTERS WILL BE SUPPLIED BY THE OWNER.INTEGRATOR TO INSTALL AND CONFIGURE OWNER PROVIDED CONVERTERSWHERE NOTED ON PLANS. TYPICAL FOR ALL EXISTING SERIAL TO ETHERNETPORT CONVERTERS. PORT CONVERTERS TO BE INSTALLED AT THE PANELMANUFACTURERS FACILITY FOR PROVIDED PLCS ENCLOSURES.2.REPLACE MEDIA CONVERTER IN PLC-03 CABINET AT TPS ELECTRICAL ROOM.3.DEMOLISH "PLC-06", RECONNECT EXISTING CONDUITS TO NEW ENCLOSURE.4.DEMOLISH "PLC-01". EXISTING POWER, ANALOG, AND DISCRETE CONDUITSFEEDING EXISTING PLC-01 ENCLOSURE ARE TO BE CUT TO A LEVEL, AS CLOSETO THE FINISH FLOOR AS POSSIBLE, WHERE A CONDUIT BUSHING CAN BEINSTALLED. UTILIZE EXISTING CONDUCTORS FOR EQUIPMENT AND DEVICESNOT INCLUDED IN THE SCOPE OF WORK. ANY CONDUCTOR THAT DOES NOTREACH BACK TO THE TERMINAL BLOCKS AFTER CUTTING CONDUITS MUST BEPROVIDED. NO SPLICES ARE ALLOWED IN THE ENCLOSURE WITHOUT THE USEOF TERMINAL BLOCKS.5.DEMOLISH VLV ACTUATOR BFV-RW-005, BFV-RW-007, BFV-RW-009,BFV-RW-010, BFV-RW-011, BFV-RW-012 AT RAW WATER PUMP STATION.6.DEMOLISH SCADA NETWORKING CABINET PULL BOX, AND ALL DEVICESHOUSED WITHIN THE ENCLOSURE. UTILIZE EXISTING CONDUIT TO REROUTECONDUCTORS TO NEWLY PROVIDED NETWORKING CABINET.TRANSFER PUMP STATION PLC-03NOT TO SCALE1-RAW WATER PUMP STATIONMOTOR OPERATED ACTUATOR (TYP)NOT TO SCALE4-RAW WATER PUMP STATION PLC-01NOT TO SCALE2-2451366SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:54 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-PICS01.dwg Last Saved: 12/9/2022 8:31 AM Saved By: 03887Filename: N:\ELEC\EL-ALL-PL-PICS01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-PICS01.dwg
ELECTRICAL
.
DEMOLITION PICTURES IE-58POL
JTR
.
JWM 10-16-2023242
*
GENERAL NOTES:1.REFER TO SPECIFICATION 01 33 00 SPECIAL PROCEDURES WHICH EXPLAINSCONSTRUCTION PHASING AND REQUIRED PROCEDURES FOR SHUTDOWNS.2.FOR EQUIPMENT TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUCTORSAND CONDUITS BACK TO THE SOURCE.3.DETAIL 1 IS TYPICAL FO SS-P1 AND SS-P2.NOTES BY SYMBOL " "1.DEMOLISH MULTILIN P-HS-1, P-HS-2 IN HIGH SERVICE 4160V SWG AT HIGHSERVICE PUMP STATION.2.DEMOLISH MEDIA CONVERTER IN PLC-05 CABINET AT MAIN ELECTRICALBUILDING.3.DEMOLISH SLG-IOC-1, SLG-IOC-2, SLG-IOC-3, SLG-IOC-4, SLG-IOC-5, SLG-IOC-6AT OZONE CONTACTORS.4.ABANDON EXISTING ATO EQUIPMENT IN PLACE. COORDINATE WITH ATOMANUFACTURER FOR SPECIFIC WIRING REQUIREMENTS.5.SERIAL TO ETHERNET PORT CONVERTERS WILL BE SUPPLIED BY THE OWNER.INTEGRATOR TO INSTALL AND CONFIGURE OWNER PROVIDED CONVERTERSWHERE NOTED ON PLANS. TYPICAL FOR ALL EXISTING SERIAL TO ETHERNETSERIAL TO ETHERNET PORT CONVERTERS. PORT CONVERTERS TO BE INSTALLAT THE PANEL MANUFACTURERS FACILITY FOR PROVIDED PLCS ENCLOSURES.6.DEMOLISH MEDIA CONVERTER IN PLC-02 CABINET AS OZONE BUILDING.7.DEMOLISH UNMANAGED SWITCH IN PLC-02 CABINET AT OZONE BUILDING.8.DEMOLISH FRONT DOOR OF SWITCHGEAR BUCKET FOR 1000HP PUMPS 1 AND2. EXISTING CIRCUIT BREAKER TO REMAIN. REFER TO ONE-LINE DIAGRAMSFOR DETAILED WORK SCOPE.9.DEMOLISH MOTOR AND ASSOCIATED DISCONNECT SWITCHES AT WASHWATER RECLAMATION BASIN.10.DEMOLISH THE FILTER NETWORKING CABINET IN ITS ENTIRETY. REMOVEDEVICES, HARDWARE, MATERIALS, AND EQUIPMENT LOCATED WITHIN THECABINET ALONG WITH THE CABINET ITSELF.HSPS SS-P1 CIRCUIT BREAKER ELEVATIONNOT TO SCALE1-ATO MASTER CONTROLLERNOT TO SCALE2-IOC TOP POWER & LIGHTINGNOT TO SCALE4-OZONE GENERATION BUILDINGPLC-02 ENCLOSURENOT TO SCALE3-MAIN ELECTRICAL BUILDING PLC-05NOT TO SCALE5-37652WASHWATER RECLMATION BASINVERTICAL TURBINE PUMPSNOT TO SCALE6-FILTERS COMMUNICATION CABINETNOT TO SCALE7-5181099SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:07 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-PICS02.dwg Last Saved: 10/11/2022 12:57 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-PICS02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-PICS02.dwg
ELECTRICAL
.
DEMOLITION PICTURES IIE-59POL
JTR
.
JWM 10-16-2023243
*
GENERAL NOTES:1.REFER TO SPECIFICATION 01 33 00 SPECIAL PROCEDURES WHICH EXPLAINSCONSTRUCTION PHASING AND REQUIRED PROCEDURES FOR SHUTDOWNS.2.FOR EQUIPMENT TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUCTORSAND CONDUITS BACK TO THE SOURCE.NOTES BY SYMBOL " "1.REPLACE COMMNET CONVERTER IN PLC-07 WITH OWNER FURNISHEDREPLACEMENT. AT CHEMICAL STORAGE ROOM. TYPICAL COMMNETCONVERTERS CALLED TO BE REPLACED IN SCADA SYSTEM ARCHITECTURE.2.REPLACE MEDIA CONVERTER IN PLC-07 WITH OWNER FURNISHEDREPLACEMENT AT CHEMICAL STORAGE ELECTRICAL ROOM. TYPICAL FORMEDIA CONVERTERS CALLED TO BE REPLACED WITH MANAGED SWITCHES INTHE SCADA SYSTEM ARCHITECTURE.3.DEMOLISH FILTER MOTOR OPERATED ACTUATORS. TYPICAL FOR ALL FILTERMOTOR OPERATED ACTUATORS.4.DEMOLISH SOFT-STARTER FOR HIGH SERVICE PUMP NO.1 & 2 AT HSPSBUILDING.5.DEMOLISH CABLE TRAY FROM "SWG" TO "SS-P1" AND "SS-P2".6.DEMOLISH PFCCS FOR HIGH SERVICE PUMP STATION.CHLORINE STORAGE ELECTRICAL ROOMPLC-07 COMNET CONVERTERNOT TO SCALE1-CHLORINE STORAGE ELECTRICAL ROOMPLC-07 MEDIA CONVERTERNOT TO SCALE2-HSPS PUMPS NO.1 & 2 FEEDERSNOT TO SCALE3-FILTER MOTOR OPERATED ACTUATORSNOT TO SCALE4-HSPS PUMPS NO.1 & 2 SOFT STARTERSNOT TO SCALE5-HSPS PUMPS NO.1 & 2 PFCCSNOT TO SCALE6-12333465SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:06 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-PICS03.dwg Last Saved: 10/4/2022 8:24 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-PICS03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-PICS03.dwg
ELECTRICAL
.
DEMOLITION PICTURES IIIE-60POL
JTR
.
JWM 10-16-2023244
*
GENERAL NOTES:1.REFER TO SPECIFICATION 01 33 00 SPECIAL PROCEDURES WHICH EXPLAINSCONSTRUCTION PHASING AND REQUIRED PROCEDURES FOR SHUTDOWNS.FOR EQUIPMENT TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUCTORSAND CONDUITS BACK TO THE SOURCE.NOTES BY SYMBOL " "1.DEMOLISH LIGHTING POLES, LIGHT FIXTURES, AND POLE MOUNTEDRECEPTACLES. EXISTING PEDESTALS TO BE REUSED. TYPICAL FOR FILTER,PRE-OZONE CONTACTORS, SEDIMENTATION BASIN, AND INTERMEDIATEOZONE CONTACTORS. STRUCTURES TO BE UL MASTER LABEL CERTIFIED.2.DEMOLISH MOTOR OPERATED VALVE AND ASSOCIATED DISCONNECTS.3.FILTER LEVEL TRANSMITTER TO REMAIN.4.DEMOLISH JUNCTION BOXES, TYPICAL FOR ALL JUNCTION BOXES FEEDING THEMOTOR OPERATED ACTUATOR EQUIPMENT AND OTHER FILTER EQUIPMENT.5.DEMOLISH MOTOR OPERATED ACTUATORS IN FILTER AND POC AREA.6.DEMOLISH FLOW METERS IN FILTERS AREA.7.HVAC UNIT TO BE REPLACED AND SUPPLIED BY PANELBOARD "LA7".8.EXISTING AIR TERMINAL AT FILTERS. CONTRACTOR TO RECONNECT PROVIDEDLIGHTING AIR TERMINALS TO EXISTING LIGHTNING PROTECTION SYSTEM ANDTO PROVIDED UL MASTER LABEL CERTIFICATION. UL MASTER LABELCERTIFICATION TO BE MOUNTED TO WALL OF ASSOCIATED STRUCTURE.TYPICAL FOR STRUCTURES REQUIRING LIGHTING UPGRADES.FILTERS TOP POWER & LIGHTINGNOT TO SCALE1-POC TOP POWER & LIGHTINGNOT TO SCALE2-FILTERS INSTRUMENTATIONNOT TO SCALE3-134555115561FILTERS LIGHTNING PROTECTION SYSTEMNOT TO SCALE4-87SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:58 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-PICS04.dwg Last Saved: 10/9/2023 10:59 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-PL-PICS04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-PL-PICS04.dwg
ELECTRICAL
.
DEMOLITION PICTURES IVE-61POL
JTR
.
JWM 10-16-2023245
*
KGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED.2.CONTRACTOR MUST COORDINATE DEMOLITION SEQUENCE PRIOR TO BID.PROVIDE ALL NECESSARY MATERIALS AND EQUIPMENT.3.OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL DEMOLISHED EQUIPMENT ANDMATERIALS.4.EXISTING MV METAL CLAD SWITCHGEAR IS SIEMENS TYPE GE INDOORSWITCHGEAR SALES ORDER NO. 1011985.RE: 1/E-58 FOR PHOTOS.NOTES BY SYMBOL " "1.EXISTING 1000 HP MOTOR, VIBRATION SWITCHES, RTD'S, AND MOTOR SPACEHEATER TO REMAIN.2.EXISTING 1200A CIRCUIT BREAKERS TO REMAIN.3.DEMOLISH FEEDER PROTECTION RELAY FROM 1200A CIRCUIT BREAKER.4.DEMOLISH SOFT STARTER EQUIPMENT, CONDUIT AND CABLING.5.DEMOLISH SOFT STARTER PFCC EQUIPMENT, CONDUIT AND CABLING.DEMOLITION ONE-LINE DIAGRAMNOT TO SCALE1-KSOFTSTARTERSS-P1SOFTSTARTERSS-P2KKK1200AKK1200A1200A1200A, 4160V, 3PH, 3W, 60HZ, 350MVA SWITCHGEAR "SWG" (HIGH SERVICE PUMP STATION)AA1A2BB1B2FROM "MSA"RE: E-66 FOR CONTINUATIONPOWER FACTORCORRECTIONCAPACITOR BANKMOTORSPACEHEATERTO "MCC-1"(HIGH SERVICE PUMP STATION)RE: E-69 FOR CONTINUATION11225252521200A521200A52"XFM2"1500kVA4160-480Y/2773PH, 4W2PT'S2PT'S33N2000AATSS1200A521200A52"XFM1"1500kVA4160-480Y/2773PH, 4W50:51CT3CT'S200:550:51CT3CT'S250:550:51CT3CT'S250:550:51CT3CT'S200:550:51CT3CT'S1200:550:51CT3CT'S1200:5ILCBCPFCCSOLIDSTATEMPR1CT3CT'SMULTILINSR735SOLID STATEPROTECTIVERELAYINGSOLID STATEPROTECTIVERELAYINGMULTILINSR735SOLID STATEPROTECTIVERELAYING &METERINGSOLID STATEPROTECTIVERELAYING &METERING1CT3CT'SSOLIDSTATEMPRILCBCPFCC1000HIGH SERVICEPUMP P-2VIBRATIONSWITCHESRTD'SMOTORSPACEHEATER1000HIGH SERVICEPUMP P-1VIBRATIONSWITCHESRTD'S445POWER FACTORCORRECTIONCAPACITOR (PFCC) BANK54200-120V120-4200V SWITCHGEAR "SWG" (HIGH SERVICE PUMP STATION)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:36 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL01.dwg Last Saved: 10/11/2022 1:47 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL01.dwg
ELECTRICAL
.
DEMOLITION ONE-LINE DIAGRAM IE-62.POL
JTR
.
JWM 10-16-2023246
*
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED UNDER THIS CONTRACT. "MCC" (OPERATIONS BUILDING ELECTRICAL ROOM)KK2000:52CT'SK2000:52CT'S3CAUSTICRECIRCU.PUMP NO.2P-SHR-21 1/2SEDIMENTATIONCROSSCOLLECTORDRIVE NO.2CC-FS-21 1/2SEDIMENTATIONBASIN DRIVENO.4 SLUDGESC-FS-2B2FLOCCULATOR NO.3DF-FS-3D15RAPIDMIXINGPUMP NO.2P-PD-2150kVA480-120/208V3PH, 4WFROMTRANSFORMERPADFROMTRANSFORMERPAD3CT'S3CT'S3MUD VALVENO.2 MV-FS-23TELESCOPINGVALVE NO.2TV-FS-23CAUSTICRECIRCU.PUMP NO.1P-SHR-11 1/2SEDIMENTATIONBASIN DRIVENO.3 SLUDGESC-FS-2A2FLOCCULATOR NO.3CF-FS-3C2FLOCCULATOR NO.1DF-FS-1D2FLOCCULATOR NO.1CF-FS-1CSTREET & AREALIGHTING2FLOCCULATOR NO.2DF-FS-2D2FLOCCULATOR NO.2CF-FS-2C2FLOCCULATORNO.3BF-FS-3B2FLOCCULATORNO.3AF-FS-3A2FLOCCULATOR NO.1BF-FS-1B2FLOCCULATORNO.1AF-FS-1A2FLOCCULATORNO.2BF-FS-2B2FLOCCULATORNO.2AF-FS-2A3MUD VALVENO.1MV-FS-13TELESCOPINGVALVE NO.1TV-FS-11 1/2SEDIMENTATIONBASIN DRIVENO.2 SLUDGESC-FS-1B1 1/2SEDIMENTATIONBASIN DRIVENO.1 SLUDGESC-FS-1A1 1/2SEDIMENTATIONCROSSCOLLECTORDRIVE NO.1CC-FS-115RAPIDMIXINGPUMP NO.1P-PD-1STREET & AREALIGHTINGPANEL "HC"PANEL "HA3"PANEL "HA4"PANEL "LA3"PANEL "LB3"150kVA480-120/208V3PH, 4WPANEL "LE3"PANEL "HB3"1600A3P1600A3PVFDVFDVFDVFDVFDVFDVFDVFDVFDVFD30A3P30A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P150A3P400A3P400A3P400A3P225A3P225A3P20A3P20A3P20A3PAMVMAMVM3PT'S3PT'S51GF51GF1600A3P1600A, 480V/277V, 3PH, 4W, 65KAIC1600A, 480V/277V, 3PH, 4W, 65KAIC****DEMOLITION ONE-LINE DIAGRAMNOT TO SCALE1-1212NOTES BY SYMBOL " "1.DEMOLISH TELESCOPING VALVE. MCC BUCKET AND CIRCUIT BREAKER TOREMAIN. DEMOLISH SUPPLY CONDUCTORS BACK TO THE SOURCE.2.DEMOLISH MUD VALVE. MCC BUCKET AND CIRCUIT BREAKER TO REMAIN.DEMOLISH SUPPLY CONDUCTORS BACK TO THE SOURCE.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:53 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL02.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL02.dwg
ELECTRICAL
.
DEMOLITION ONE-LINE DIAGRAM IIE-63POL
JTR
.
JWM 10-16-2023247
*
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED UNDER THIS CONTRACT.2.DEMOLISH CONDUIT, SUPPORTS, AND CONDUCTORS BACK TO SOURCE FORNOTED EQUIPMENT. "MCC" (TRANSFER PUMP STATION)K2000:52CT'S2000:52CT'SPANEL "HB2"10WASHWATERRECLAMATIONBASIN PUMPNO.2 P-WR-210WASHWATERRECLAMATIONBASIN PUMPNO.2 P-WR-210MAIN DRAINPUMP NO.2P-D-210MAIN DRAINPUMP NO.1P-D-110FILTER TOINFLUENTPUMP NO210FILTER TOINFLUENTPUMP NO.140FILTERRECYCLESUMP PUMPNO.1 SP-F-440FILTERRECYCLESUMP PUMPNO.2 SP-F-3125BLOWERNO.2B-BB-2125BLOWERNO.2B-BB-1PANEL "LB1"45kVA480-120/208V3PH10kWI.P.S UNITHEATEREH-6A10kWI.P.S UNITHEATEREH-6B10kWMETER VAULT NO.2ELECTRICHEATERSTREET & AREALIGHTING250TRANSFERPUMP NO.1P-TP-1250TRANSFERPUMP NO.2P-TP-2250TRANSFERPUMP NO.3P-TP-3PANEL "LA2"PANEL "HA2"45kVA480-120/208V3PHFROMTRANSFORMERPAD NO.2FROMTRANSFORMERPAD NO.13CT'S3CT'SKKVFDVFDVFD70A3P150A3P400A3P400A3P300A3P20A3P20A3P20A3P30A2P225A3P225A3P100A3P20A3P100A3P20A3P20A3P150A3P70A3P1600A, 480Y/277V, 3PH, 4W, 65KAICAMVMAMVM3PT'S3PT'S1600A3P1600A3P51GF51GF1600A3PCONTROL PANELCONTROL PANELCONTROL PANEL1600A, 480Y/277V, 3PH, 4W, 65KAICNOTES BY SYMBOL " "1.DEMOLISH WASHWATER RECLAMATION BASIN PUMP CONDUIT, CABLING,MOTOR STARTER, OVER CURRENT PROTECTION DEVICE, AND MCC BUCKET.RE: E-59 AND E-60 FOR PHOTOS.2.DEMOLISH MAIN DRAIN SUMP PUMP MCC BUCKET, CIRCUIT BREAKER,CONDUCTORS, AND CONTROL PANEL.3.DEMOLISH FILTER RECYCLE PUMP CONTROL PANEL FEEDER. CONTROL PANEL,MCC CIRCUIT BREAKER AND SUMP PUMPS TO REMAIN.112DEMOLITION ONE-LINE DIAGRAMNOT TO SCALE1-3SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:40 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL04.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL04.dwg
ELECTRICAL
DEMOLITION ONE-LINE DIAGRAM IIIE-64.POL
JTR
.
JWM 10-16-2023248
*
ONE-LINE DIAGRAMNOT TO SCALE1-52OVERHEAD FEEDERTO RAW WATERPUMP STATIONTRANSFERPUMP STATIONFEEDEROPERATIONSBUILDINGAREA FEEDEROZONEBUILDINGFEEDEROPERATIONSBUILDINGFEEDERTRANSFERPUMP STATIONFEEDERPANEL "LA"PANEL "HA"2000ABUS-BPT'SPT'S 1-B120V/4200V120/4200VPT'S 1-ABUS-BPT'SOZONEBUILDINGFEEDER52-GT252TO BACK UPGENERATORSWITCHGEAR-ATO BACK UPGENERATORSWITCHGEAR-APT'SPT'SGROUNDINGRESISTOR(TYP)OVERHEADSERVICE3LA'S3LA'S(NO)"MT-2"13.2 kV-4160/2400Y5000/6250/7000OA/55°/FAN MAIN SWITCHGEAR-A "MSA"(ELECTRICAL BUILDING)2000A, 4160V, 3PH, 3W, BUS-A5252150AATS"T1"75kVA4160-480Y/2773PH, 4W2000A, 4160V, 3PH, 3W, BUS-B15kVA480-208/1203PH,4WNS"TX-4B""TX-3B""TX-2B""TX-1B""TX-1A""TX-2A""TX-3A"GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.1200A52525.0kV HIGH SERVICEPUMP STATIONSWITCHGEARFEEDER3LA'S"MT-2"13.2 kV-4160/2400Y5000/6250/7000OA/55°/FAN2000A(NC)5252522000A(NC)3LA'S1200A521200A521200A521200A521200A5252"T2"75kVA4160-480Y/2773PH, 4W5.0kV HIGH SERVICEPUMP STATIONSWITCHGEARFEEDERCT2000:5CT2000:5CT1200:5CT1200:5CT250:5CT150:5CT250:5CT250:5CT250:5CT250:5CT150:51200A5252-GT21200A521200A521200A521200A5211111111122NOTES BY SYMBOL " "1.EXISTING MULTILIN FEEDER PROTECTION MODEL 730 TO REMAIN.2.EXISTING MULTILIN METERING RELAY 750/760 TO REMAIN.1A1B2A2B3A3B4B4A9A9B810B10A11B11A12B12A5DC BATTERYKKKSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:58 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL06.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL06.dwg
ELECTRICAL
.
ONE-LINE DIAGRAM IE-65POL
JTR
.
JWM 10-16-2023249
*
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.ONE-LINE DIAGRAMNOT TO SCALE1- "MCC" (OPERATIONS BUILDING ELECTRICAL ROOM)KK2000:52CT'SK2000:52CT'S3CAUSTICRECIRCU.PUMP NO.2P-SHR-21 1/2SEDIMENTATIONCROSSCOLLECTORDRIVE NO.2CC-FS-21 1/2SEDIMENTATIONBASIN DRIVENO.2B SLUDGESC-FS-2B2FLOCCULATOR NO.3DF-FS-3D15RAPIDMIXINGPUMP NO.2P-PD-2150kVA480-120/208V3PH, 4WFROMTRANSFORMERPADFROMTRANSFORMERPAD3CT'S3CT'S3MUD VALVENO.2 MV-FS-23TELESCOPINGVALVE NO.2TV-FS-23CAUSTICRECIRCU.PUMP NO.1P-SHR-11 1/2SEDIMENTATIONBASIN DRIVENO.2A SLUDGESC-FS-2A2FLOCCULATOR NO.3CF-FS-3C2FLOCCULATOR NO.2CF-FS-2C2FLOCCULATOR NO.1CF-FS-1CSTREET & AREALIGHTING2FLOCCULATOR NO.2DF-FS-2D2FLOCCULATOR NO.2CF-FS-2C2FLOCCULATORNO.3BF-FS-3B2FLOCCULATORNO.3AF-FS-3A2FLOCCULATOR NO.1BF-FS-1B2FLOCCULATORNO.1AF-FS-1A2FLOCCULATORNO.2BF-FS-2B2FLOCCULATORNO.2AF-FS-2A3MUD VALVENO.1MV-FS-13TELESCOPINGVALVE NO.1TV-FS-11 1/2SEDIMENTATIONBASIN DRIVENO.1B SLUDGESC-FS-1B1 1/2SEDIMENTATIONBASIN DRIVENO.1A SLUDGESC-FS-1A1 1/2SEDIMENTATIONCROSSCOLLECTORDRIVE NO.1CC-FS-115RAPIDMIXINGPUMP NO.1P-PD-1STREET & AREALIGHTINGPANEL "HC"PANEL "HA3"PANEL "HA4"PANEL "LA3"PANEL "LB3"150kVA480-120/208V3PH, 4WPANEL "LE3"PANEL "HB3"1600A3P1600A3PVFDVFDVFDVFDVFDVFDVFDVFDVFDVFD30A3P30A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P20A3P150A3P400A3P400A3P400A3P225A3P225A3P20A3P20A3P20A3PAMVMAMVM3PT'S3PT'S51GF51GF1600A3P1600A, 480V/277V, 3PH, 4W, 65KAIC1600A, 480V/277V, 3PH, 4W, 65KAIC****NOTES BY SYMBOL " "1.COORDINATE FUSE SIZE WITH ACTUATOR MANUFACTURER.2.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.30A3PMV1-01P
3 #12, #12G.,
3/4"C.
MV1-02P
3 #12, #12G.,
3/4"C.1230A3PTV1-01P
3 #12, #12G.,
3/4"C.
TV1-02P
3 #12, #12G.,
3/4"C.1230A3PTV2-01P
3 #12, #12G.,
3/4"C.
TV2-02P
3 #12, #12G.,
3/4"C.1230A3PMV2-01P
3 #12, #12G.,
3/4"C.
MV2-02P
3 #12, #12G.,
3/4"C.1240A3PLB4-01P4 #6, #10., 1"C.40A3P100APANEL "LB4"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:40 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL07.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL07.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL07.dwg
ELECTRICAL
.
ONE-LINE DIAGRAM IIE-66.POL
JTR
.
JWM 10-16-2023250
*
ONE-LINE DIAGRAMNOT TO SCALE1-GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT.2.MCC IS MANUFACTURED BY SIEMENS TRISTAR, STYLE 89BS16083001. "MCC" (TRANSFER PUMP STATION)K2000:52CT'S2000:52CT'SPANEL "HA2"34WASHWATERRECLAMATIONBASIN PUMPNO.2 P-WR-234WASHWATERRECLAMATIONBASIN PUMPNO.1 P-WR-140MAIN DRAINPUMP NO.2P-D-240MAIN DRAINPUMP NO.1P-D-110FILTER TOINFLUENTPUMP NO210FILTER TOINFLUENTPUMP NO.140FILTERRECYCLESUMP PUMPNO.1 SP-F-440FILTERRECYCLESUMP PUMPNO.2 SP-F-3125BLOWERNO.2B-BB-2125BLOWERNO.2B-BB-1PANEL "LA2"45kVA480-120/208V3PH10kWI.P.S UNITHEATEREH-6A10kWI.P.S UNITHEATEREH-6B10kWMETER VAULT NO.2ELECTRICHEATERSTREET & AREALIGHTING250TRANSFERPUMP NO.1P-TP-1250TRANSFERPUMP NO.2P-TP-2250TRANSFERPUMP NO.3P-TP-3PANEL "LB2"PANEL "HB2"45kVA480-120/208V3PHFROMTRANSFORMERPAD NO.2FROMTRANSFORMERPAD NO.13CT'S3CT'SKKVFDVFDVFD70A3P150A3P400A3P400A3P300A3P20A3P20A3P20A3P30A2P225A3P225A3P20A3P250A3P150A3P70A3P1600A, 480Y/277V, 3PH, 4W, 65KAICAMVMAMVM3PT'S3PT'S1600A3P1600A3P51GF51GF1600A3PCONTROL PANELCONTROL PANELCONTROL PANEL1600A, 480Y/277V, 3PH, 4W, 65KAIC34WASHWATERRECLAMATIONBASIN PUMPNO.3 P-WR-3Sz3FVNRSz3FVNRSz3FVNRNOTES BY SYMBOL " "1.PROVIDE PREPARED MCC BUCKET WITH CIRCUIT BREAKER AND STARTER INSPARE MCC BUCKET SPACES. RECONFIGURE SPARE BUCKETS AS NEEDED.2.PROVIDE PREPARED MCC BUCKET WITH CIRCUIT BREAKER IN MCC SPACE..3.CONNECT TO EXISTING CIRCUIT BREAKER.200A3P200A3P30MAIN DRAINPUMP NO.3P-D-3****MCP3PMCP3PMCP3PP-WR1-01P3 #6, #10G., 2"C.
P-WR2-01P
3 #6, #10G., 2"C.
P-WR3-01P
3 #6, #10G., 2"C.
P-WR1-02PMFR. SUPPLIED
P-WR2-02P
MANUFACTURER
SUPPLIED CABLE
P-WR3-02P
MANUFACTURER
SUPPLIED CABLE 111MDSCP-01P
250kcmil, #4, 2"C.
3-250kcmil, #4G.
MDSCP3-01P
MANUFACTURER
SUPPLIED CABLE, 2"C.TODISTRIBUTIONPANELBOARD"HB7" RE: 1/E-72(FILTERS 5-8POWER/CONTROLBUILDING)TO DISTRIBUTIONPANELBOARD"HA7" RE: 1/E-71(FILTER 1-4POWER/CONTROLBUILDING)HB7-01P
3 #4/0, #3G., 2"C.
HA7-01P3 #4/0, #3G., 2"C.2100A3PP-FRSP-01P
3 #1, #8G., 2"C.100A3PCLASS JBUS A3BUS B75A2EXISTING
MANUFACTURER
SUPPLIED CABLE, 2"C.
EXISTING
MANUFACTURER
SUPPLIED CABLE, 2"C.100A3PCLASS J75A100A3PCLASS J75ASHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:05 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL08.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL08.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL08.dwg
ELECTRICAL
.
ONE-LINE DIAGRAM IIIE-67.POL
JTR
.
JWM 10-16-2023251
*
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.2.RE: E-84 FOR EXISTING HSPS SOFT STARTER FEEDER SCHEMATIC.NOTES BY SYMBOL " "1.REPLACE MULTILIN SR735 WITH GE MULTILIN 850 FEEDER PROTECTIONRELAY.TO "SWG-2"VFD BUILDINGRE: E-70 FOR CONTINUATIONTO "SWG-2"VFD BUILDINGRE: E-70 FOR CONTINUATIONK1200AFKK1200AF1200A1200A, 4160V/277V,3PH, 3W, 350 MVA METAL-CLAD SWITCHGEAR "SWG" (HIGH SERVICE PUMP STATION)AA1A2BB1B2B3FROM "MSA"RE: E-65 FOR CONTINUATIONSIEMENS SALES ORDER: 101198FUTURE5252521200A521200A521200AF521200A522PT'S2PT'S11TO "MCC-1"(HIGH SERVICE PUMP STATION)RE: E-69 FOR CONTINUATION"XFM2"1500kVA4160-480Y/2773PH, 4WN2000AATSS"XFM1"1500kVA4160-480Y/2773PH, 4WSOLID STATEPROTECTIVERELAYING &METERINGSOLID STATEPROTECTIVERELAYING &METERINGSOLID STATEPROTECTIVERELAYING50:51CT3CT'S600:550:51CT3CT'S250:550:51CT3CT'S250:550:51CT3CT'S600:550:51CT3CT'S1200:550:51CT3CT'S1200:5MULTILIN850HIGH SERVICE PUMP STATIONONE-LINE DIAGRAMNOT TO SCALE1-2500FUTURE HIGHSERVICE PUMPK1200A52KILCBCPFCCSOLIDSTATEMPRFUTURESOFTSTARTERSOLID STATEPROTECTIVERELAYINGMULTILIN850FUTURE
4200-120V120-4200VSWG2-01P
2 SETS EACH
(3/C - #350kcmil (5kV),
#2G (600V)., 4"C.)
(2 - 4"C. SPARES)
SWG2-02P2 SETS EACH(3/C - #350kcmil (5kV),#2G (600V)., 4"C.)(2 - 4"C. SPARES)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:02 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL09.dwg Last Saved: 9/15/2023 11:23 AM Saved By: 08380Filename: N:\ELEC\EL-ALL-DG-ONEL09.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL09.dwg
ELECTRICAL
HIGH SERVICE PUMP STATION
ONE-LINE DIAGRAM IVE-68.POL
JTR
.
JWM 10-16-2023252
*
ONE-LINE DIAGRAMNOT TO SCALE1-480V, 3PH, 3W, 2000A CU. BUS, 65,000 AIC2000AT/3PGFSVFDVFD-P3Sz 1FVNRMCPSz 1FVNRMCPVFDVFD-P4MCP60AT3PCRANEBRIDGE1BRIDGEBRIDGE 1TROLLEY 1HOIST 10OIL PUMPNO.1POWER UNITHYDRAULIC590AT3P15COMPRESSORNO.1 70AT3PLIGHTINGPANEL "LP-1"TO HIGH SERVICEPUMP STATION"SWG"RE: E-68 FORCONTINUATION "MCC-1" (HIGH SERVICE PUMP STATION)Sz 1FVNR50AT3P300AT3P1000AT3PGFS1000AT3PGFS50AT3P50AT3P50AT3P5OIL PUMPNO.2COMPRESSORNO.2 15PFRPFRPFRSz 1FVNRSz 1FVNRMCPPFRMCPPFR50AT3PSz 1FVNRSz 1FVNRMCPPFRMCPPFR150AT3P60AT3PGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.2000:52CT'S"XFM3"75kVA480-208Y/1203PH, 4W25kWPS-EUH-5LIGHTINGCONTACTOR25kWPS-EUH-425kWPS-EUH-325kWPS-EUH-225kWPS-EUH-1AMVM3PT'S60A3P30A3P30A3P30A3P30A3P30A3P30A3P30A3P60A3P60A3P60A3P60A3P60A3P400A3PPRE-WIREDPRE-WIRED600HIGH SERVICEPUMP P-4600HIGH SERVICEPUMP P-32PS-VF-12PS-VF-22PS-VF-32PS-VF-42PS-VF-52PS-VF-62PS-VF-7PRE-WIREDPS-A/C-1**SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:59 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL10.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL10.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL10.dwg
ELECTRICAL
HIGH SERVICE PUMP STATION
ONE-LINE DIAGRAM VE-69.POL
JTR
.
JWM 10-16-2023253
*
NOTES BY SYMBOL " "1.CIRCUIT BREAKER FOR SURGE PROTECTION DEVICE SIZED BY MANUFACTURER.2.4.16kV TO 120/240V, SINGLE PHASE, 3-WIRE CONTROL POWERTRANSFORMER IN METAL CLAD SWITCHGEAR.3.COORDINATE FUSE SIZE WITH HVAC MANUFACTURER.4.PROVIDE 10kAIC RATED MAIN CIRCUIT BREAKER5.PROVIDE 2-4" CONDUITS TO MANHOLE NORTH OF BUILDING.ONE-LINE DIAGRAMNOT TO SCALE1-KKK2000A2000A, 4160V, 3PH, 3W, 60HZ, 25KAIC, BUS-AMETAL-CLAD SWITCHGEAR 2 "SWG2"(HIGH SERVICE PUMP STATION VFD BUILDING)AA1A2BB1TO HIGH SERVICE PUMPSTATION "SWG"RE: E-68 FOR CONTINUATION52521000HIGH SERVICEPUMP P-2MODEL: ARMK-EC001PANEL "LP2"90A3P100A3P"XFM4"30kVA480-208Y/120V3P,4W"XFM5"225kVA4160-480V3PH,4W400A, 480V, 3PH, 4W, 60HZ, 42KAIC DISTRIBUTION PANEL "HP2" (HIGH SERVICE PUMP STATION VFD BUILDING)400A3P1SPDSPD50A3P50A3PHVACHSPS VFDBUILDINGHVAC-112000A, 4160V, 3PH, 3W, 60HZ, 25kAIC, BUS-B(N.O)521000HIGH SERVICEPUMP P-1MODEL: AMRK-EC001GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT. EQUIPMENT SHOWNDASHED AND LIGHT WILL BE FUTURE.50:51CT3CT'S50:550:51CT3CT'S200:5525252MULTILIN850MULTILIN8502PT'S2PT'SMULTILIN850MULTILIN850MULTILIN85050:51CT3CT'S200:5FUTUREFUTUREVFD1-01P (3/C - #2/0 (5kV),
#6G.(600V)., 4"C.)
(1-4"C. SPARE)
XFM4-01P
(3 #2 (5kV),
#6G.(600V).,
4"C.)
(4"C. SPARE)
VFD2-01P
(3/C - #2/0 (5kV),
#6G.(600V)., 4"C.)
(1-4"C. SPARE)
VFD1-02P(3/C - #2/0 (5kV),
#6G.(600V)., 4"C.)
(1-4"C. SPARE)
VFD2-02P
(3/C - #2/0 (5kV),
#6G.(600V)., 4"C.)
(1-4"C. SPARE)
HP2-01P
2 SETS EACH
(4 #4/0, #3G.,
3"C.)
(3"C. SPARE)LP2-01P4 #2, #6G., 2"C.HVAC2-01P
3 #6, #10G., 2"C.
HVAC1-01P
3 #6, #10G., 2"C.
VFDB-TX-01P
3 #3, #8G., 2"C.1200AF1200AF1200AF2000A2000A120-4200V4200-120VHVACHSPS VFDBUILDINGHVAC-2"HSP P-2VFD""HSP P-1VFD"33CPT 120V, 1PH, CONTROL POWER BUS-B2CPT 120V, 1PH, CONTROL POWER BUS-A2100A3PFUTUREHVAC100A3PFUTUREHVAC20A3PSPARE20A3PSPARE600:53CT'S1CT50:5600:53CT'S1CT50:52500HIGH SERVICEPUMP P-352MULTILIN85050:51CT3CT'S200:51200AF"HSP P-3VFD"2500HIGH SERVICEPUMP P-452MULTILIN85050:51CT3CT'S200:51200AF"HSP P-4VFD"460A3PCLASS J50A60A3PCLASS J50AHVAC1-02P
3 #6, #10G., 2"C.
HVAC2-02P
3 #6, #10G., 2"C.551SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:19 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-DG-ONEL11.dwg Last Saved: 1/23/2024 7:59 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL11.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL11.dwg
ELECTRICAL
HIGH SERVICE PUMP STATION VFD BUILDING
ONE-LINE DIAGRAM VIE-70POL
JTR
.
JWM
1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24
01-24-2024254
*
NOTES BY SYMBOL " "1.CIRCUIT BREAKER SIZED BY SPD MANUFACTURER.2.COORDINATE FUSE SIZE WITH ACTUATOR MANUFACTURER.3.PROVIDE SPARE CIRCUIT BREAKERS TO FILL THE BLANK SPACES IN THEPANELBOARD.4.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.5.COORDINATE FUSE SIZE WITH POWER/CONTROL BUILDING MANUFACTURER.GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT.2.CONTRACTOR IS PERMITTED TO REARRANGE VALVE MOTOR ACTUATORSWITHIN THE SERIES CIRCUIT TO ADJUST FOR FIELD CONDITIONS. SHARING OFBRANCH CIRCUIT CONDUCTORS BETWEEN VALVE MOTOR ACTUATORS FORDIFFERENT FILTERS IS NOT PERMITTED.ONE-LINE DIAGRAMNOT TO SCALE1-200A, 480V, 3PH, 3W, 42kAICPANELBOARD HA7, 60CKT.FILTERS 1-4 POWER/CONTROL BUILDING200A3P1SPDHA7-01P3 #4/0, #3G., 2"C.FROM TPS "MCC"RE: 1/E-67BFV-141-01P3 #10, #10G., 3/4"C.30A3P4BFV-141-02P3 #10, #10G., 3/4"C.FILTER 1INLETVALVEBFV-F-141BFV-142-01P3 #10, #10G., 3/4"C.30A3PBFV-142-02P3 #10, #10G., 3/4"C.FILTER 1ISOLATIONVALVEBFV-F-14230A3P30A3PFILTER 1EFFLUENTVALVEBFV-F-143FILTER 1RECYCLEVALVEBFV-F-144BFV-143-02P3 #10, #10G., 3/4"C.BFV-143-01P3 #10, #10G., 3/4"C.30A3PHVAC-FA-01P
3 #10, #12G., 3/4"C.HVACHVAC-FA-02P
3 #10, #12G., 3/4"C.20A3PEUH-FA-01P
3 #12, #12G., 3/4"C.30A3PNFFILTERS1-4F-EUH-13 #12, #12G., 3/4"C.20A3PVF-FA-01P
3 #12, #12G., 3/4"C.Sz1FVNRFILTERS1-4 VENTFANF-VF-13 #12, #12G., 3/4"C.70A3PTX7A-01P
3 #10, #10G., 2"C."TX7A"45kVA480-208Y/120V3PH, 4WLA7-01P
4 #4, #8G., 1 1/2"C.PANEL "LA7"FILTERS 1-4POWER/CONTROLBUILDING150A3PSPD1MCP3P4442222FILTER 1AIRSCOURVALVEBFV-F-14530A3P42BFV-144-02P3 #10, #10G., 3/4"C.BFV-144-01P3 #10, #10G., 3/4"C.BFV-145-02P3 #10, #10G., 3/4"C.BFV-145-01P3 #10, #10G., 3/4"C.30A3P30A3P430A3P30A3P30A3P444222230A3P42FILTER 2INLETVALVEBFV-F-152FILTER 2ISOLATIONVALVEBFV-F-153FILTER 2EFFLUENTVALVEBFV-F-154FILTER 2RECYCLEVALVEBFV-F-155FILTER 2AIRSCOURVALVEBFV-F-156BFV-152-02P3 #10, #10G., 3/4"C.BFV-152-01P3 #10, #10G., 3/4"C.BFV-153-02P3 #10, #10G., 3/4"C.BFV-153-01P3 #10, #10G., 3/4"C.BFV-154-02P3 #10, #10G., 3/4"C.BFV-154-01P3 #10, #10G., 3/4"C.BFV-155-02P3 #10, #10G., 3/4"C.BFV-155-01P3 #10, #10G., 3/4"C.BFV-156-02P3 #10, #10G., 3/4"C.BFV-156-01P3 #10, #10G., 3/4"C.30A3P430A3P30A3P30A3P444222230A3P42FILTER 3INLETVALVEBFV-F-163FILTER 3ISOLATIONVALVEBFV-F-164FILTER 3EFFLUENTVALVEBFV-F-165FILTER 3RECYCLEVALVEBFV-F-166FILTER 3AIRSCOURVALVEBFV-F-167BFV-163-02P
3 #10, #10G., 3/4"C.
BFV-163-01P
3 #10, #10G., 3/4"C.
BFV-164-02P
3 #10, #10G., 3/4"C.
BFV-164-01P
3 #10, #10G., 3/4"C.
BFV-165-02P
3 #10, #10G., 3/4"C.
BFV-165-01P
3 #10, #10G., 3/4"C.
BFV-166-02P
3 #10, #10G., 3/4"C.
BFV-166-01P
3 #10, #10G., 3/4"C.
BFV-167-02P
3 #10, #10G., 3/4"C.
BFV-167-01P
3 #10, #10G., 3/4"C.30A3P430A3P30A3P30A3P444222230A3P42FILTER 4INLETVALVEBFV-F-174FILTER 4ISOLATIONVALVEBFV-F-175FILTER 4EFFLUENTVALVEBFV-F-176FILTER 4RECYCLEVALVEBFV-F-177FILTER 4AIRSCOURVALVEBFV-F-178BFV-174-02P
3 #10, #10G., 3/4"C.
BFV-174-01P
3 #10, #10G., 3/4"C.
BFV-175-02P
3 #10, #10G., 3/4"C.
BFV-175-01P
3 #10, #10G., 3/4"C.
BFV-176-02P
3 #10, #10G., 3/4"C.
BFV-176-01P
3 #10, #10G., 3/4"C.
BFV-177-02P
3 #10, #10G., 3/4"C.
BFV-177-01P
3 #10, #10G., 3/4"C.
BFV-178-02P
3 #10, #10G., 3/4"C.
BFV-178-01P
3 #10, #10G., 3/4"C.FILTERS1-4 POWER/CONTROLBUILDING20A3P30A3P430A3P30A3P30A3P4442222FILTER 1BACkWASHVALVEBFV-BWSF-1FILTER 2BACkWASHVALVEBFV-BWSF-2FILTER 3BACkWASHVALVEBFV-BWSF-3FILTER 4BACkWASHVALVEBFV-BWSF-4BWSF-1-02P
3 #12, #12G., 3/4"C.
BWSF-1-01P
3 #10, #10G., 1"C.
BWSF-2-02P
3 #12, #12G., 3/4"C.
BWSF-2-01P
3 #10, #10G., 1"C.
BWSF-3-02P
3 #12, #12G., 3/4"C.
BWSF-3-01P
3 #10, #10G., 1"C.
BWSF-4-02P
3 #12, #12G., 3/4"C.
BWSF-4-01P
3 #10, #10G., 1"C.20A3PSPARE330A3P30A3P30A3P30A3P520A3P20A3P20A3PSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:38 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL12.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL12.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL12.dwg
ELECTRICAL
.
ONE-LINE DIAGRAM VIIE-71.POL
JTR
.
JWM 10-16-2023255
*
200A, 480V, 3PH, 3W, 42kAICPANELBOARD HB7, 60CKT.FILTERS 5-8 POWER/CONTROL BUILDING200A3P1SPDNOTES BY SYMBOL " "1.CIRCUIT BREAKER SIZED BY SPD MANUFACTURER.2.COORDINATE FUSE SIZE WITH ACTUATOR MANUFACTURER.3.PROVIDE SPARE 20A CIRCUIT BREAKERS TO FILL THE BLANK SPACES IN THEPANELBOARD.4.PROVIDE SURGE PROTECTION DEVICE CONNECTED TO THE LOAD SIDE OF THEFUSIBLE DISCONNECT.5.COORDINATE FUSE SIZE WITH POWER/CONTROL BUILDING MANUFACTURER.GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK SHALL BE PROVIDED UNDER THIS CONTRACT.2.CONTRACTOR IS PERMITTED TO REARRANGE VALVE MOTOR ACTUATORSWITHIN THE SERIES CIRCUIT TO ADJUST FOR FIELD CONDITIONS. SHARING OFBRANCH CIRCUIT CONDUCTORS BETWEEN VALVE MOTOR ACTUATORS FORDIFFERENT FILTERS IS NOT PERMITTED.HB7-01P3 #4/0, #3G., 2"C.FROM TPS "MCC"RE: 1/E-6730A3PBFV-185-01P3 #10, #10G., 3/4"C.30A3P2BFV-186-01P3 #10, #10G., 3/4"C.30A3P230A3P30A3P30A3PHVAC-FB-01P
3 #10, #12G., 3/4"C.FILTERS5-8 POWER/CONTROLBUILDINGHVAC20A3PEUH-FB-01P
3 #12, #12G., 3/4"C.30A3PNFFILTERS5-8F-EUH-220A3PVF-FB-01P
3 #12, #12G., 3/4"C.Sz1FVNRFILTERS5-8 VENTFANF-VF-230A3PTX7B-01P
3 #10, #10G., 2"C."TX7B"30kVA480-208Y/120V3PH, 4WLB7-01P
4 #4, #8G., 1 1/2"C.PANEL "LB7"FILTERS 5-8POWER/CONTROLBUILDING100A3PSPD120A3PSPARE3ONE-LINE DIAGRAMNOT TO SCALE1-BFV-185-02P3 #10, #10G., 3/4"C.BFV-186-02P3 #10, #10G., 3/4"C.
HVAC-FB-02P
3 #10, #12G., 3/4"C.
3 #12, #12G., 3/4"C.
3 #12, #12G., 3/4"C.224444MCP3P30A3P24FILTER 5INLETVALVEBFV-F-185FILTER 5ISOLATIONVALVEBFV-F-186FILTER 5EFFLUENTVALVEBFV-F-187FILTER 5RECYCLEVALVEBFV-F-188FILTER 5AIRSCOURVALVEBFV-F-18930A3P230A3P230A3P30A3P22444430A3P24BFV-187-01P3 #10, #10G., 3/4"C.BFV-187-02P3 #10, #10G., 3/4"C.BFV-188-01P3 #10, #10G., 3/4"C.BFV-188-02P3 #10, #10G., 3/4"C.BFV-189-01P3 #10, #10G., 3/4"C.BFV-189-02P3 #10, #10G., 3/4"C.FILTER 6INLETVALVEBFV-F-196FILTER 6ISOLATIONVALVEBFV-F-197FILTER 6EFFLUENTVALVEBFV-F-198FILTER 6RECYCLEVALVEBFV-F-199FILTER 6AIRSCOURVALVEBFV-F-20030A3P230A3P230A3P30A3P22444430A3P2430A3P230A3P230A3P30A3P22444430A3P24FILTER 7INLETVALVEBFV-F-207FILTER 7ISOLATIONVALVEBFV-F-208FILTER 7EFFLUENTVALVEBFV-F-209FILTER 7RECYCLEVALVEBFV-F-210FILTER 7AIRSCOURVALVEBFV-F-211FILTER 8INLETVALVEBFV-F-218FILTER 8ISOLATIONVALVEBFV-F-219FILTER 8EFFLUENTVALVEBFV-F-220FILTER 8RECYCLEVALVEBFV-F-221FILTER 8AIRSCOURVALVEBFV-F-222BFV-196-01P3 #10, #10G., 3/4"C.BFV-196-02P3 #10, #10G., 3/4"C.
BFV-207-01P
3 #10, #10G., 3/4"C.
BFV-207-02P
3 #10, #10G., 3/4"C.
BFV-218-01P
3 #10, #10G., 3/4"C.
BFV-218-02P
3 #10, #10G., 3/4"C.
BFV-219-01P
3 #10, #10G., 3/4"C.
BFV-219-02P
3 #10, #10G., 3/4"C.
BFV-220-01P
3 #10, #10G., 3/4"C.
BFV-220-02P
3 #10, #10G., 3/4"C.
BFV-221-01P
3 #10, #10G., 3/4"C.
BFV-221-02P
3 #10, #10G., 3/4"C.
BFV-222-01P
3 #10, #10G., 3/4"C.
BFV-222-02P
3 #10, #10G., 3/4"C.
BFV-208-01P
3 #10, #10G., 3/4"C.
BFV-208-02P
3 #10, #10G., 3/4"C.
BFV-209-01P
3 #10, #10G., 3/4"C.
BFV-209-02P
3 #10, #10G., 3/4"C.
BFV-210-01P
3 #10, #10G., 3/4"C.
BFV-210-02P
3 #10, #10G., 3/4"C.
BFV-211-01P
3 #10, #10G., 3/4"C.
BFV-211-02P
3 #10, #10G., 3/4"C.
BFV-197-01P3 #10, #10G., 3/4"C.BFV-197-02P3 #10, #10G., 3/4"C.BFV-198-01P3 #10, #10G., 3/4"C.BFV-198-02P3 #10, #10G., 3/4"C.BFV-199-01P3 #10, #10G., 3/4"C.BFV-199-02P3 #10, #10G., 3/4"C.BFV-200-01P3 #10, #10G., 3/4"C.BFV-200-02P3 #10, #10G., 3/4"C.20A3P30A3P430A3P30A3P30A3P4442222FILTER 5BACkWASHVALVEBFV-BWSF-5FILTER 6BACkWASHVALVEBFV-BWSF-6FILTER 7BACkWASHVALVEBFV-BWSF-7FILTER 8BACkWASHVALVEBFV-BWSF-8BWSF-5-02P
3 #12, #12G., 3/4"C.
BWSF-5-01P
3 #10, #10G., 1"C.
BWSF-6-02P
3 #12, #12G., 3/4"C.
BWSF-6-01P
3 #10, #10G., 1"C.
BWSF-7-02P
3 #12, #12G., 3/4"C.
BWSF-7-01P
3 #10, #10G., 1"C.
BWSF-8-02P
3 #12, #12G., 3/4"C.
BWSF-8-01P
3 #10, #10G., 1"C.30A3P30A3P30A3P30A3P520A3P20A3P20A3PSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:35 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ONEL13.dwg Last Saved: 10/4/2022 8:25 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ONEL13.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ONEL13.dwg
ELECTRICAL
.
ONE-LINE DIAGRAM VIIIE-72.POL
JTR
.
JWM 10-16-2023256
*
LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMCHEMICALCONTAINMENTPIT SUMPPUMPCONTROLPANELPLC-07 (CHLORINE AND AMMONIA STORAGE ELECTRICAL ROOM)LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMSV-CCP-1CHEMICAL CONTAINMENT PITPUMP NO.1 SEAL WATERFSL-CCP-1SV-CCP-2LSH-CCP-1CHEMICAL CONTAINMENT PITHIGH LEVEL FLOATLSL-CCP-1CHEMICAL CONTAINMENT PITLOW LEVEL FLOATLE-CCP-1CHEMICAL CONTAINMENT PITLEVELLIT-CCP-1CHEMICAL CONTAINMENT PITPUMP NO.1 SEAL WATERLOW FLOW SWITCHCHEMICAL CONTAINMENT PITPUMP NO.2 SEAL WATERPOC NO.1RECYCLE SAMPLEPUMP STARTERPSH-POC-1POC NO.1RECYCLE SAMPLE PUMP HIGHDISCHARGE PRESSUREPOC NO.2RECYCLE SAMPLEPUMP STARTERPSH-POC-2POC NO.2RECYCLE SAMPLE PUMP HIGHDISCHARGE PRESSUREAIT-5911POC AMBIENT O3 ANALYZERIOC NO.1RECYCLE SAMPLEPUMP STARTERPSH-IOC-1IOC NO.1 RECYCLE SAMPLEPUMP HIGH DISCHARGEPRESSUREIOC NO.2RECYCLE SAMPLEPUMP STARTERPSH-IOC-2IOC NO.2 RECYCLE SAMPLEPUMP HIGH DISCHARGEPRESSUREAIT-5711IOC AMBIENT O3 ANALYZERLDS-D-1PUMP NO.1LEAK/OVERTEMPLDS-D-2PUMP NO.2LEAK/OVERTEMPLDS-D-3PUMP NO.3LEAK/OVERTEMPLSH-D-1HIGH LEVEL FLOATLSL-D-1LOW LEVEL FLOATMAIN DRAINSUMPCONTROLPANELPLC-11 (IOC)PLC-08 (POC)FSL-CCP-2CHEMICAL CONTAINMENT PITPUMP NO.2 SEAL WATERLOW FLOW SWITCHSEDIMENTATIONBASIN 1A VFDSEDIMENTATIONBASIN 1B VFDSEDIMENTATIONBASIN 2A VFDSEDIMENTATIONBASIN 2B VFD(OPERATIONSBUILDING MCC)LSL-MDS-01C2 #14, #14G., 3/4"C.CP-MDS-01C20 #14, #14G., 2"C.PSH-POC1-01C2 #14, #14G., 3/4"C.RSP-POC1-01C6 #14, #14G., 3/4"C.(2 #14 SPARE)PSH-POC2-01C2 #14, #14G., 3/4"C.RSP-POC2-01C6 #14, #14G., 3/4"C.(2 #14 SPARE)AIT-5390-01A1PR. #18 SHLD., 3/4"C.(1PR. #18 SHLD., SPARE)AIT-5711-01A1PR. #18 SHLD., 3/4"C.PSH-IOC2-01C2 #14, #14G., 3/4"C.PSH-IOC1-01C2 #14, #14G., 3/4"C.RSP-IOC2-01C6 #14, #14G., 3/4"C.RSP-IOC1-01C6 #14, #14G., 3/4"C.POC HIGH OZONEBEACON/SOUNDERBEA-5911BEA-5911-01C4 #14, #14G., 3/4"C.POC HIGH OZONEBEACON/SOUNDERBEA-5711BEA-5711-01C4 #14, #14G., 3/4"C.SEDIMENTATION BASIN DRIVENO.1A SLUDGESEDIMENTATION BASIN DRIVENO.1B SLUDGESEDIMENTATION BASIN DRIVENO.2A SLUDGESEDIMENTATION BASIN DRIVENO.2B SLUDGEVFD-SED1A-01C12 #14, #14G., 1"C.VFD-SED1A-01A2-1PR. #18 SHLD., 1"C.VFD-SED1B-01C12 #14, #14G., 1"C.VFD-SED1B-01A2-1PR. #18 SHLD., 1"C.VFD-SED2A-01C12 #14, #14G., 1"C.VFD-SED2A-01A2-1PR. #18 SHLD., 1"C.VFD-SED2B-01C12 #14, #14G., 1"C.VFD-SED2B-01A2-1PR. #18 SHLD., 1"C.PLC-13 (TPS ELECTRICAL ROOM)LSH-MDS-01C2 #14, #14G., 3/4"C.LDS1-MDS-01A1PR. #18 SHLD.,3/4"C.LDS2-MDS-01CLDS1-MDS-01C4 #14, #14G., 3/4"C.SV-CCP1-01P2 #12, #12G., 3/4"C.CCPCP-01C12 #12, #12G., 1 1/2"C.(2 #14 SPARE)LIT-CCP1-01A2-1PR. #18 SHLD., 1"C.FSL-CCP1-01C2 #12, #12G., 3/4"C.SV-CCP2-01P2 #12, #12G., 3/4"C.FSL-CCP2-01C2 #12, #12G., 3/4"C.LSH-CCP-01CMFR CABLE, 3/4"C.LSL-CCP-01CMFR CABLE, 3/4"C.LE-CCP-01AMFR CABLE, 3/4"C.PLC-06 (ADMINISTRATION BUILDING ELECTRICAL ROOM)INSTRUMENTATIONMANHOLE 3 HIGH LEVELALARMLSH-IMH3-001LSH-IMH3-01C2 #14, #14G., 1"C.ELECTRICAL MANHOLE 5 HIGHLEVEL ALARMLSH-EMH5-001LSH-EMH5-01C2 #14, #14G., 1"C.PLC-11MAIN DRAIN SUMP LEVELLE-D-1LE-MDS-01AMANUFACTURERCABLE, 3/4"C.LIT-D-1LIT-MDS-01A1PR. #18 SHLD., 2"C.PLC08-01D2-CAT5e, 3/4"C.TO PLC-7 (CHLORINE AND AMMONIASTORAGE BUILDING ELECTRICAL ROOM)PLC11-01D2-CAT5e, 3/4"C.TO PLC-2 (OZONE BUILDING)PUMPTERMINATIONCABINETINSTRUMENTATIONTERMINATIONCABINETMANUFACTURERCABLEGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.2.CONTRACTOR IS PERMITTED TO CONSOLIDATE CONTROLCONDUCTORS INTO SINGLE CONDUITS TO MINIMIZE CONDUITPENETRATIONS FROM THE ELECTRICAL POWER/CONTROLBUILDINGS. CONTROL CONDUCTORS MUST BE GROUPED TO SERVEA MAXIMUM OF ONE FILTER. PROVIDE SEPARATE CONDUITS FORDISCRETE AND ANALOG CONDUCTORS. CONTRACTOR TO UTILIZECONDUIT FITTINGS FOR EQUIPMENT DROPS, THE USE OFTERMINATION CABINETS IS NOT ALLOWED IN THE FILTER PIPEGALLERIES.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:35 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR01.dwg Last Saved: 10/11/2022 2:52 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-INTR01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR01.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS IE-73POL
JTR
.
JWM 10-16-2023257
*
LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMBV-F-146DPIT-147LE-148FE-149AE-151FILTER 1 AIR SCOUR VENTVALVE ACTUATORFILTER 1 LOSS OF HEADFILTER 1 LEVELFILTER 1 FILTERED WATERFLOWFILTER 1 FILTERED WATERTURBIDITYLIT-148BV-F-157DPIT-158LE-159FE-160AE-162FILTER 2 AIR SCOUR VENTVALVE ACTUATORFILTER 2 LOSS OF HEADFILTER 2 LEVELFILTER 2 FILTERED WATERFLOWFILTER 2 FILTERED WATERTURBIDITYLIT-159AIT-162LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMBV-F-168DPIT-169LE-170FE-171AE-173FILTER 3 AIR SCOUR VENTVALVE ACTUATORFILTER 3 LOSS OF HEADFILTER 3 LEVELFILTER 3 FILTERED WATERFLOWFILTER 3 FILTERED WATERTURBIDITYLIT-170BV-F-179DPIT-180FILTER 4 AIR SCOUR VENTVALVE ACTUATORFILTER 4 LOSS OF HEADAIT-173LE-181FILTER 4 LEVELLIT-181FE-182AE-184FILTER 4 FILTERED WATERFLOWFILTER 4 FILTERED WATERTURBIDITYBV-F-190DPIT-191LE-192FE-193AE-195FILTER 5 AIR SCOUR VENTVALVE ACTUATORFILTER 5 LOSS OF HEADFILTER 5 LEVELFILTER 5 FILTERED WATERFLOWFILTER 5 FILTERED WATERTURBIDITYLIT-192AIT-184AIT-195FIT-149FIT-160FIT-171FIT-182FIT-193PLC-10 (FILTERS 5-8)FILTEROITPANELGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.2.CONTRACTOR IS PERMITTED TO CONSOLIDATE CONTROLCONDUCTORS INTO SINGLE CONDUITS TO MINIMIZE CONDUITPENETRATIONS FROM THE ELECTRICAL POWER/CONTROLBUILDINGS. CONTROL CONDUCTORS MUST BE GROUPED TO SERVEA MAXIMUM OF ONE FILTER. PROVIDE SEPARATE CONDUITS FORDISCRETE AND ANALOG CONDUCTORS. CONTRACTOR TO UTILIZECONDUIT FITTINGS FOR EQUIPMENT DROPS, THE USE OFTERMINATION CABINETS IS NOT ALLOWED IN THE FILTER PIPEGALLERIES.IFIXWORKSTATION(FILTER CONTROLBUILDING)BV-146-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-147-01A2PR. #18 SHLD., 3/4"C.AIT-151LIT-148-01A1PR. #18 SHLD., 3/4"C.FIT-149-01A1PR. #18 SHLD., 3/4"C.AIT-151-01A1PR. #18 SHLD., 3/4"C.BV-157-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-158-01A2PR. #18 SHLD., 3/4"C.MANUFACTURERSUPPLIED CABLE, 3/4"C.FE-160-01AMANUFACTURERSUPPLIED CABLE, 3/4"C.LIT-159-01A1PR. #18 SHLD., 3/4"C.FIT-160-01A1PR. #18 SHLD., 3/4"C.AIT-162-01A1PR. #18 SHLD., 3/4"C.BV-168-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-169-01A2PR. #18 SHLD., 3/4"C.FE-171-01AMANUFACTURERSUPPLIED CABLE, 1"C.LIT-170-01A1PR. #18 SHLD., 3/4"C.FIT-171-01A1PR. #18 SHLD., 3/4"C.AIT-173-01A1PR. #18 SHLD., 3/4"C.BV-179-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-180-01A2PR. #18 SHLD., 3/4"C.FE-182-01AMANUFACTURERSUPPLIED CABLE, 1"C.LIT-181-01A1PR. #18 SHLD., 3/4"C.FIT-182-01A1PR. #18 SHLD., 3/4"C.AIT-184-01A1PR. #18 SHLD., 3/4"C.PLC09-01D3-CAT5e, 3/4"C.BV-190-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-191-01A2PR. #18 SHLD., 3/4"C.LIT-192-01A1PR. #18 SHLD., 3/4"C.FIT-193-01A1PR. #18 SHLD., 3/4"C.AIT-195-01A1PR. #18 SHLD., 3/4"C.PLC-09 (FILTERS 1-4)FILTERS 1-4 POWER/CONTROLBUILDING DOOR POSITIONFIL-DOR1-01C2 #14, #14G., 3/4"C.FIL-DOR1-001FILTERS 5-8 POWER/CONTROLBUILDING DOOR POSITIONFIL-DOR2-01C2 #14, #14G., 3/4"C.FIL-DOR2-001ELECTRICAL MANHOLE 4 HIGHLEVEL ALARMLSH-EMH4-001LSH-EMH4-01C2 #14, #14G., 1"C.FILTER SUMP PUMPS 1 & 2HIGH HIGH LEVEL ALARMLSHH-FSP1-01LSHH-FSP1-01C2 #14, 1"C.FILTER SUMP PUMPS 3 & 4HIGH HIGH LEVEL ALARMLSHH-FSP3-01C2 #14, #14G., 3/4"C.LSHH-FSP1-01FE-149-01AMANUFACTURER SUPPLIEDCABLE, 1"C.FE-193-01AMANUFACTURERSUPPLIED CABLE, 1"C.BV-146-LCSBV-146LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)MANUFACTURER SUPPLIEDCABLEBV-157-LCSBV-157LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)BV-168-LCSBV-168LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)MANUFACTURERSUPPLIED CABLEBV-179-LCSBV-179LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)MANUFACTURERSUPPLIED CABLEFIL-IFIX-01DCAT5e, 3/4"C.PLC10-01D3-CAT5e, 3/4"C.FIL-OIT-01FPATCH CABLE, 3/4"C.TO EXISTING FIBER PATCH PANELBV-190-LCSBV-190LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)MANUFACTURERSUPPLIED CABLEPLC-09 (FILTERS 1-4)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:57 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR02.dwg Last Saved: 10/4/2022 8:26 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-INTR02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR02.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS IIE-74POL
JTR
.
JWM 10-16-2023258
*
LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMLOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMBV-201DPIT-202FILTER 6 AIR SCOUR VENTVALVE ACTUATORFILTER 6 LOSS OF HEADLE-203FILTER 6 LEVELLIT-203FE-204AE-206FILTER 6 FILTERED WATERFLOWFILTER 6 FILTERED WATERTURBIDITYBV-F-212DPIT-213LE-214FE-215AE-217FILTER 7 AIR SCOUR VENTVALVE ACTUATORFILTER 7 LOSS OF HEADFILTER 7 LEVELFILTER 7 FILTERED WATERFLOWFILTER 7 FILTERED WATERTURBIDITYLIT-214AIT-206AIT-217FIT-204FIT-215DPIT-224LE-225FE-226AE-228FILTER 8 AIR SCOUR VENTVALVE ACTUATORFILTER 8 LOSS OF HEADFILTER 8 LEVELFILTER 8 FILTERED WATERFLOWFILTER 8 FILTERED WATERTURBIDITYLIT-225AIT-228FIT-226LE-289LSL-291LOW LEVEL FLOATLSH-291HIGH LEVEL FLOATLDS-WR-1PUMP NO.1LEAK/OVERTEMPLDS-WR-2PUMP NO.2LEAK/OVERTEMPLDS-WR-3PUMP NO.3LEAK/OVERTEMPPLC-13 (TPS ELECTRICAL BUILDING)WASHWATER RECLAMATIONBASIN LEVELLIT-289WASHWATERRECLAMATIONBASINLOCALCONTROLPANELPUMP 1STARTERPUMP 2STARTERPUMP 3STARTER"MCC-TPS"GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.2.CONTRACTOR IS PERMITTED TO CONSOLIDATE CONTROLCONDUCTORS INTO SINGLE CONDUITS TO MINIMIZE CONDUITPENETRATIONS FROM THE ELECTRICAL POWER/CONTROLBUILDINGS. CONTROL CONDUCTORS MUST BE GROUPED TO SERVEA MAXIMUM OF ONE FILTER. PROVIDE SEPARATE CONDUITS FORDISCRETE AND ANALOG CONDUCTORS. CONTRACTOR TO UTILIZECONDUIT FITTINGS FOR EQUIPMENT DROPS, THE USE OFTERMINATION CABINETS IS NOT ALLOWED IN THE FILTER PIPEGALLERIES.LSH-WR-1PIPE VAULTHIGH LEVEL FLOATESTP1OZONE GENERATIONBUILDING EMERGENCYSTOP STATIONSESTP2ESTP3PLC-02 (OZONE
GENERATION
BUILDING)LIT-289-01A1PR. #18 SHLD., 3/4"C.PMP1-WR-01C12 #14, #14G., 3/4"C.LE-289-01AMANUFACTURERSUPPLIED CABLE, 3/4"C.LDS1-WR-01A1PR. #18 SHLD., 3/4"C.BV-201-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-202-01A2PR. #18 SHLD., 3/4"C.LIT-203-01A1PR. #18 SHLD., 3/4"C.FIT-204-01A1PR. #18 SHLD., 3/4"C.AIT-206-01A1PR. #18 SHLD., 3/4"C.BV-212-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-213-01A2PR. #18 SHLD., 3/4"C.LIT-214-01A1PR. #18 SHLD., 3/4"C.FIT-215-01A1PR. #18 SHLD., 3/4"C.AIT-217-01A1PR. #18 SHLD., 3/4"C.BV-223-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)DPIT-224-01A2PR. #18 SHLD., 3/4"C.LIT-225-01A1PR. #18 SHLD., 3/4"C.FIT-226-01A1PR. #18 SHLD., 3/4"C.AIT-228-01A1PR. #18 SHLD., 3/4"C.LSH-PVLT-01C2 #14, #14G., 3/4"C.LSH-WR-01C2 #14, #14G., 3/4"C.LSL-WR-01C2 #14, #14G., 3/4"C.LDS2-WR-01A1PR. #18 SHLD., 3/4"C.LDS3-WR-01A1PR. #18 SHLD.,3/4"C.PMP2-WR-01C12 #14, #14G., 3/4"C.PMP3-WR-01C12 #14, #14G., 3/4"C.CP-WR-02C40 #14, #14G., 2"C.CP-WR-01C12 #14, #14G., 2"C.ESTP1-01C2 #14, #14G.,3/4"C.ESTP2-01C2 #14, #14G.,3/4"C.ESTP3-01C2 #14, #14G.,3/4"C.ESTP4ESTP5ESTP6ESTP7ESTP4-01C2 #14, #14G.,3/4"C.ESTP5-01C2 #14, #14G.,3/4"C.ESTP6-01C2 #14, #14G.,3/4"C.ESTP7-01C2 #14, #14G.,3/4"C.PLC-02 (OZONE
GENERATION BUILDING)AIT-5290OZONE BLDG. AMBIENTOZONE ANALYZERAIT-5290-01ACAT5e, 3/4"C.BEA-5290BEA-5290-01C2 #14, #14G., 3/4"C.OZONE BLDG. HIGH OZONEBEACON/SOUNDER 1AIT-5390OZONE BLDG. AMBIENTOZONE ANALYZERAIT-5390-01ACAT5e, 3/4"C.BEA-5390BEA-5390-01C2 #14, #14G., 3/4"C.OZONE BLDG. HIGH OZONEBEACON/SOUNDER 3AIT-5292OZONE BLDG. AMBIENTOZONE ANALYZERAIT-5292-01ACAT5e, 3/4"C.BEA-5292BEA-5292-01C2 #14, #14G., 3/4"C.OZONE BLDG. HIGH OZONEBEACON/SOUNDER 2FE-226-01AMANUFACTURERSUPPLIED CABLE, 1"C.LSHH-FSP5-01FILTER SUMP PUMPS 5 & 6HIGH HIGH LEVEL ALARMLSHH-FSP5-01C2 #14, 3/4"C.FILTER RECYCLE SUMP PUMPSTATIONLSHH-FRSP-01C10 #14, #14G., 1"C.AIT-5293-01ACAT5e, 3/4"C.BEA-5293-01C2 #14, #14G., 3/4"C.AIT-5293BEA-5293FE-204-01AMANUFACTURERSUPPLIED CABLE, 1"C.FE-215-01AMANUFACTURERSUPPLIED CABLE, 1"C.FILTER RECYCLE SUMPPUMP STATION CONTROLPANEL (EXISTING)TO EXISTING TPSPLC (PLC-03)12 #14AIT-5290-01C2 #14, #14G., 3/4"C.OZONEALARMPANELAIT-5292-01C2 #14, #14G., 3/4"C.AIT-5390-01C2 #14, #14G., 3/4"C.AIT-5293-01C2 #14, #14G., 3/4"C.MANUFACTURERSUPPLIED CABLEMANUFACTURERSUPPLIED CABLEBV-201-LCSBV-201LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)BV-212-LCSBV-212LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)BV-223-LCSBV-223LCS-01C10 #14, #14G., 3/4"C.(2 #14 SPARE)BV-223OZONE BLDG. AMBIENTOZONE ANALYZEROZONE BLDG. HIGH OZONEBEACON/SOUNDER 4PLC-10 (FILTER 5-8)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:48 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR03.dwg Last Saved: 9/27/2023 7:22 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-DG-INTR03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR03.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS IIIE-75.POL
JTR
.
JWM 10-16-2023259
*
TE-261LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMHSP MOTOR NO.1 WINDING &BEARING RTD'SP1 PUMPCONTROLVALVECONTROLPANELP1-MSHVSH-261V-263ZIT-263PSL-261TE-262P2-MSHVSH-262V-264ZIT-264PSL-262HSP MOTOR NO.1 SPACEHEATERHSP MOTOR NO.1VIBRATION SWITCHESHSP MOTOR NO.1 PUMPCONTROL VALVEHSP MOTOR NO.1 PUMPCONTROL VALVE POSITIONHSP MOTOR NO.1PRESSURE SWITCHHSP MOTOR NO.2 WINDING &BEARING RTD'SHSP MOTOR NO.2 SPACEHEATERHSP MOTOR NO.2VIBRATION SWITCHESHSP MOTOR NO.2 PUMPCONTROL VALVEHSP MOTOR NO.2 PUMPCONTROL VALVE POSITIONHSP MOTOR NO.2PRESSURE SWITCHHSPS VFD ROOMTEMPERATUREHSPS VFD ROOMINTRUSION ALARMSHSPS VFD ROOMSMOKE DETECTORSTIT-100XE-100BE-100XE-101BE-101P2 PUMPCONTROLVALVECONTROLPANELPBHSP P-1VFD201HSP P-1 LOCALCONTROL STATIONLCS-P1202HSP P-2 LOCALCONTROL STATIONLCS-P2SWG2 MAIN AFEEDER PROTECTIONRELAY(HIGH SERVICE PUMPSTATION VFD BUILDINGSWG2)SWG2 MAIN BFEEDER PROTECTIONRELAYPUMP 1 VFD FEEDERPROTECTION RELAYPUMP 2 VFD FEEDERPROTECTION RELAYXFMR FEEDERPROTECTION RELAYLOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMLCS-P1-01C10 #14, #14G., 3/4"C.PCV-P1-01C26 #14, #14G., 1"C.PCV-P1-01A2-1PR., #18 SHLD.,1"C.TE-261-01C8-1TRI., #18G.,1 1/2"C.MSH-P1-01C2 #12, #12G., 3/4"C.VSH-261-01C6 #14, #14G., 3/4"C.111111LCS-P2-01C10 #14, #14G., 3/4"C.1TE-262-01C8-1TRI., #18G.,1 1/2"C.MSH-P2-01C2 #12, #12G., 3/4"C.VSH-262-01C6 #14, #14G., 3/4"C.111PCV-P2-01C26 #14, #14G., 1"C.PCV-P2-01A2-1PR. #18 SHLD.,1"C.11LPS-P1-01C48 #14, #14G., 2"C.VFD1-HS-01D2-CAT5e, 2"C.VF1-P1-01CPCV-P1-01CVSH-261-01CLCS-P1-01CMSH-P1-01C2 #12, #12G., 1"C.TE-261-01A8-1TRI., #18G.,1 1/2"C.VFD1-P1-01A4-1PR. #18 SHLD.,2"C.VFD1-P1-01C40 #14, #14G., 2"C.PLC-12 (VFD ELECTRICAL BUILDING)PCV-P2-01A4-1PR. #18 SHLD.,2"C.PCV-P1-01AVF2-P2-01C8 #14, #14G., 1"C.VF1-P1-01CHSPS MCC11PLC-12 (VFD ELECTRICAL BUILDING)HSP P-2VFDLPS-P2-01C48 #14, #14G., 2"C.VFD1-HS-01D2-CAT5e, 2"C.VF2-P2-01CPCV-P2-01CVSH-262-01CLCS-P2-01CMSH-P2-01C2 #12, #12G., 1"C.TE-262-01A8-1TRI., #18G.,1 1/2"C.VFD2-P2-01A4-1PR. #18 SHLD.,2"C.VFD2-P2-01C40 #14, #14G., 2"C.PLC-04 (HSPS)LPS-P2-01C8 #14, #14G., 3/4"C.LPS-P1-01C11XE-102TIT-HSVFD-01A1PR. #18 SHLD., 3/4"C.XE-HSVFD-03C2 #14, #14G., 3/4"C.BE-HSVFD-02C1-2PR. #18 SHLD., 3/4"C.XE-HSVFD-02C2 #14, #14G., 3/4"C.BE-HSVFD-01C1-2PR. #18 SHLD., 3/4"C.XE-HSVFD-01C2 #14, #14G., 3/4"C.PLC-12 (VFD ELECTRICAL BUILDING)FPR-VFD2-01D5-CAT5e, 2"C.RWPS 36" BALL VALVEACTUATORBV-RW-010EXISTING 30" RWPSBUTTERFLY VALVEACTUATORSBFV-RW-009EXISTING SERIAL RS-485PLC-01 (RWPS)BFV-RW010-01C2PR. #18 SHLD., 3/4"C.INSTRUMENTATIONMANHOLE 1 HIGH LEVELALARMLSH-IMH1-001LSH-IMH1-01C2 #14, #14G., 1"C.ELECTRICAL MANHOLE 1 HIGHLEVEL ALARMLSH-EMH1-001LSH-EMH1-01C2 #14, #14G., 1"C.FPR-VFD1-01DFPR-SWG2-02DFPR-SWG2-01DFPR-XFMR-01DACTUATOR REMOTE STATIONPOC EXHAUST FAN FLOWSWITCHFS-EF1-01C4 #14, #14G., 3/4"C.(2 #14 SPARE)FS-EF-01IOC EXHAUST FAN FLOWSWITCHFS-EF2-01C4 #14, #14G., 3/4"C.(2 #14 SPARE)FS-EF-02PLC-08PLC-11 GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.NOTES BY SYMBOL " "1.ROUTE CONDUCTORS THROUGH CABLE TRAY WHERE APPLICABLE.2.ALL VALVES AND ACTUATORS TO REMAIN SHALL BE CONNECTED TONETWORK AND OPERATIONAL AFTER THE REMOVAL OF VALVEACTUATOR BV-RW-010. REROUTE RS-485 SERIAL CONNECTION TORWPS EXISTING PUMP NO.3 VFD. FIELD VERIFY ORDER OF SERIALCONNECTIONS FROM VALVE/ACTUATOR TO VALVE/ACTUATOR.3.EXISTING RS-485 SERIAL CONNECTION TO RWPS SHALL REMAIN.BFV-RW-007EXISTING SERIAL RS-485EXISTINGVFDP-RW-3BV-RW011-01CEXISTING SERIAL RS-485EXISTINGEXISTING SERIAL RS-485BFV-RW-011BFV-RW-0053EXISTINGSERIAL RS-485BV-RW012-01CSERIAL RS-485, 3/4"C.BFV-RW-0122MANUFACTURER
CABLE, 1"C.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:08 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR04.dwg Last Saved: 10/4/2022 8:26 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-INTR04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR04.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS IVE-76.POL
JTR
.
JWM 10-16-2023260
*
LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMLOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMPLC-13 (TPS)BACKWASH TANK INLET FLOWFE-BWS1-01AMANUFACTURERCABLE, 1"C.FE-BWS-1BACKWASH TANK OUTLETFLOWFE-BWS2-01AMANUFACTURERCABLE, 1"C.FE-BWS-2BACKWASH TANK LEVELLIT-BWS1-01A2PR. #18 SHLD., 1"C.LE/LIT-BWS-1GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.TCFIT-BW1-01AFIT-BW2-01ALIT-BW-02A3-2PR. #18 SHLD.,4-1PR. #18 SHLD., 2"C.INSTRUMENTATIONMANHOLE 2 HIGH LEVELALARMLSH-IMH2-001LSH-IMH2-01C2 #14, #14G., 1"C.ELECTRICAL MANHOLE 2 HIGHLEVEL ALARMLSH-EMH2-001LSH-EMH2-01C2 #14, #14G., 1"C.ELECTRICAL MANHOLE 3 HIGHLEVEL ALARMLSH-EMH3-001LSH-EMH3-01C2 #14, #14G., 1"C.PLC-08 (POC)INSTRUMENTATIONMANHOLE 4 HIGH LEVELALARMLSH-IMH4-001LSH-IMH4-01C2 #14, #14G., 1"C.ELECTRICAL MANHOLE 6 HIGHLEVEL ALARMLSH-EMH6-001LSH-EMH6-01C2 #14, #14G., 1"C.PBLSH-IMH4-01C4 #14, #14G., 1"C.LSH-EMH6-01CZSI-F-01C4 #14, #14G., 1"C.CHEMICAL CHASE SUMPPUMP HIGH LEVELLSH-CCSP-01LSH-CCSP-01C2 #14, #14G., 1"C.PLC-09FILTERS WEST EXHAUST FANRUNNINGZSI-F-01AZSI-F-01C4 #14, #14G., 1"C.ZSI-F-01BPLC-10PLC-09FILTERS EAST EXHAUST FANRUNNINGZSI-F-02C4 #14, #14G., 1"C.ZSI-F-02AZSI-F-02C4 #14, #14G., 1"C.ZSI-F-02BFIT-BWS2-01A1PR. #18 SHLD., 1"C.FIT-BWS1-01A1PR. #18 SHLD., 1"C.FIT-BWS-1FIT-BWS-2TO PLC-10(FILTER 5-8)PLC-05 (MAIN
ELECTRICAL
BUILDING)PLC-04 (HSPS)GENERATOR 1 NETWORKCARDMEB-GEN-01D1-CAT5e, 3/4"C.GENERATOR 2 NETWORKCARDMEB-GEN-02D1-CAT5e, 3/4"C.MEB-ATO-01D1-CAT5e, 3/4"C.GENERATORATO MASTERCONTROLLERSWG2 MAIN AFEEDER PROTECTIONRELAY(HIGH SERVICE PUMPSTATION SWG)SWG2 MAIN BFEEDER PROTECTIONRELAYXFM2 FEEDERPROTECTION RELAYSWG2 A FEEDERPROTECTION RELAYSWG2 B FEEDERPROTECTION RELAYXFM1 FEEDERPROTECTION RELAYFPR2-HS-01D2-CAT5e, 3/4"C.FPR2-HS-01DPLC-13 (TPS
ELECTRICAL BUILDINGPLC03-01D1-CAT5e, 3/4"C.TO PLC-03 (EXISTING TPSELECTRICAL BUILDING PLC)PLC-12 (HSPS
VFD BUILDING)XFM4 MONITORINGLSL-XFM4-01C12 #14, #14G., 2"C.(6 #14 SPARE)XFM4TSL-XFM4-01CPSH-XFM4-01CFILTERS 1-4 POWER/CONTROLBUILDING HIGHTEMPERATURETIT-FPCB1-01A1-1PR. #18 SHLD., 3/4"C.TIT-FPCB1-01LSH-F1-01C2 #14, #14G., 3/4"C.LSH-F1FILTERS 1-4 GALLERY HIGHLEVELPLC-09 (FILTERS 1-4
POWER/CONTROL
BUILDINGFILTERS 5-8 POWER/CONTROLBUILDING HIGHTEMPERATURETIT-FPCB2-01A1-1PR. #18 SHLD., 3/4"C.TIT-FPCB2-01LSH-F2-01C2 #14, #14G., 3/4"C.LSH-F2FILTERS 5-8 GALLERY HIGHLEVELPLC-09 (FILTERS 5-8
POWER/CONTROL
BUILDINGMANUFACTURERSUPPLIED CABLE, 1"C.AE-6410-01IOC OZONE RESIDUALANALYZERPLC-11 (INTERMEDIATE
OZONE CONTACTORS)AIT-6410-01A1-1PR. #18 SHLD., 3/4"C.AIT-6410-01MANUFACTURERSUPPLIED CABLE, 1"C.AE-6411-01IOC OZONE RESIDUALANALYZERAIT-6411-01A1-1PR. #18 SHLD., 3/4"C.AIT-6411-01SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:50 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR05.dwg Last Saved: 10/4/2022 9:15 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-INTR05.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR05.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS VE-77POL
JTR
.
JWM 10-16-2023261
*
LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING AND SHALL REMAIN.EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THISCONTRACT.2.ACTUATOR CONNECT CABLING SHALL BE ROUTE AND INSTALLEDPER THE MANUFACTURERS REQUIREMENTS.MASTER STATION 1CONTROL LOOPPLC-10 (FILTERS 5-8)
POWER/CONTROL
BUILDINGMS1-02D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-01D2PR. #16 SHLD., 1"C.(1PR. SPARE)MASTER STATION 1MS1-03D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-H-01D1-CAT5e, 3/4"C.BFV-F-209BFV-F-220MS1-04D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-219BFV-F-218MS1-07D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-06D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-08D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-208BFV-F-197MS1-09D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-196BFV-F-185MS1-05D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-207MS1-12D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-11D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-13D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-198BFV-F-187MS1-14D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-188BFV-F-189MS1-10D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-186MS1-17D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-16D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-18D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-200BFV-F-210MS1-19D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-211BFV-F-221MS1-15D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-199MS1-22D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-21D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-23D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWSF-5BFV-BWSF-6MS1-24D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWSF-7BFV-BWSF-8MS1-20D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-222MS1-27D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-26D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-28D2PR. #16 SHLD., 1"C.(1PR. SPARE)TV-FS-1BFV-BB-441MS1-29D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BB-444BFV-WR-281MS25D2PR. #16 SHLD., 1"C.(1PR. SPARE)MV-FS-1MS1-32D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-31D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-33D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWS-3PV-TP-249MS1-34D2PR. #16 SHLD., 1"C.(1PR. SPARE)WG-TP-1BFV-BWS-1MS1-30D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-WR-282MS1-36D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS1-35D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWS-2LOOPEQUIPMENT DESCRIPTIONFIELD DEVICE/FIELD WIRINGINTERCONNECTION DIAGRAMMASTER STATION 2CONTROL LOOPPLC-09 (FILTERS 1-4)
POWER/CONTROL
BUILDINGMS2-02D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-01D2PR. #16 SHLD., 1"C.(1PR. SPARE)MASTER STATION 2MS2-03D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-H-01D1-CAT5e, 3/4"C.BFV-F-154BFV-F-143MS2-04D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-142BFV-F-141MS2-07D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-06D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-08D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-153BFV-F-164MS2-09D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-163BFV-F-174MS2-05D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-152MS2-12D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-11D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-13D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-176BFV-F-165MS2-14D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-178BFV-F-177MS2-10D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-175MS2-17D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-16D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-18D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-166BFV-F-156MS2-19D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-155BFV-F-145MS2-15D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-167MS2-22D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-21D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-23D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWSF-1BFV-BWSF-2MS2-24D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-BWSF-3BFV-BWSF-4MS2-20D2PR. #16 SHLD., 1"C.(1PR. SPARE)BFV-F-144MS2-27D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-26D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-28D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-IOC-6SLG-IOC-4MS2-29D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-IOC-3SLG-IOC-2MS25D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-IOC-5MS2-32D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-31D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-33D2PR. #16 SHLD., 1"C.(1PR. SPARE)MV-FS-2TV-FS-2MS2-34D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-POC-6SLG-POC-5MS2-30D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-IOC-1MS2-36D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-35D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-POC-1MS2-37D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-POC-2MS2-38D2PR. #16 SHLD., 1"C.(1PR. SPARE)MS2-39D2PR. #16 SHLD., 1"C.(1PR. SPARE)SLG-POC-3SLG-POC-4BFV-WR-292MS1-36D2PR. #16 SHLD., 1"C.(1PR. SPARE)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:50 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR06.dwg Last Saved: 9/27/2023 7:25 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-DG-INTR06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-INTR06.dwg
ELECTRICAL
.
INTERCONNECTION DIAGRAMS VIE-78POL
JTR
.
JWM 10-16-2023262
*
480VAC120VACWPOWER ONPTTCR7X0000XAUTOHANDPUMP 1OFFPUMP 1STOPPUMP 1STARTCR1M1START/STOPX0000XAUTOHANDPUMP 2OFFPUMP 2STOPPUMP 2STARTSTART/STOPCR2CR8X0000XAUTOHANDPUMP 3OFFPUMP 3STOPPUMP 3STARTSTART/STOPCR3CR9ETMLOW LEVELM1M1RPUMP 1RUNNINGPTTGPUMP 1STOPPEDPTTPUMP 1PUMP 1RESETPUMP SEALAND OVERTEMPRELAYPUMP DOWNN.C.N.O.FROM PUMPSENSORSAPUMP 1LEAKPTTCR7PUMP 3PUMP 3RESETPUMP SEALAND OVERTEMPRELAY1OVERTEMPN.C.N.O.LEAKAGEN.O.N.C.FROM PUMPSENSORSAPUMP 3OVERTEMPPTTAPUMP 3LEAKPTTCR9MAIN DRAIN SUMP PUMP STATIONCONTROL PANEL CONTROL SCHEMATICNOT TO SCALE1-NO.1 GENERAL NOTES:1.CONTRACTOR WILL PROVIDE MAIN DRAIN SUMP PUMP CONTROL PANEL.2.PROVIDE RECEPTACLE IN CONTROL PANEL.3.PROVIDE PHASE FAILURE RELAY ON INCOMING PANEL CIRCUIT.4.CONTROL PANEL WILL BE DOOR-IN-DOOR CONSTRUCTION.NO.1 NOTES BY SYMBOL " "1.CONTRACTOR TO VERIFY PROPER OPERATION OF PUMP SEAL ANDOVERTEMPERATURE RELAY, RELAY PROVIDED BY PUMP MANUFACTURER.2.FIELD VERIFY EXACT PUMP SEAL RELAY MODULE BEING USED FOR TWOEXISTING PUMPS. ENERGIZE THE CONTACT ONCE MOISTURE HAS BEENDETECTED, THEN RESET CONTACT POSITION ONCE RESET PUSHBUTTONHAS BEEN PRESSED.CR3PUMP 3RUNNINGCR8PUMP 2FAILURECR9PUMP 3FAILURECR10LOW LEVELCUTOFFCR4HIGH LEVELALARMCR2PUMP 2RUNNINGCR7PUMP 1FAILURECR1PUMP 1RUNNINGTO PLC-130-60SECSET @ 10SECTR10-30MINSET @ 20MINTR2ALOW LEVELCUTOFFPTTHIGH LEVEL0-60SECSET @ 10SECTR3AHIGH LEVELPTTCR4TR3CR4CR5TESTALARMSILENCECR5CR5ALARMHORNTR1ALARMRESETWALARMSILENCEDPTTLOW LEVELOVERRIDE0-30MINSET @10MINTR4FROM PLC-13FROM FIELDPUMP 1HOAREMOTEENABLED00XPUMP 2HOAREMOTEENABLED00XPUMP 3HOAREMOTEENABLED00XTR2TR4E.STOPPFRRALARMBEACONCR13OL'SM23OL'SM33OL'SETMM2M2RPUMP 2RUNNINGPTTGPUMP 2STOPPEDPTTCR2ETMM3M3RPUMP 3RUNNINGPTTGPUMP 3STOPPEDPTTCR3LLC5 SERIESPUMP 2PUMP 1RESETPUMP SEALAND OVERTEMPRELAYPUMP DOWNN.C.N.O.FROM PUMPSENSORSAPUMP 2LEAKPTTCR8LLC5 SERIESCR1022SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:43 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL01.dwg Last Saved: 8/2/2023 9:55 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SM-CTRL01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL01.dwg
ELECTRICAL
.
CONTROL SCHEMATICS IE-79POL
JTR
.
JWM 10-16-2023263
*
CVLS-1OVLS-2@PUMPCONTROL VALVEKEYPADINTERFACE 4-20mASPEEDSETPOINTFROMSCADA4-20mASPEEDINDICATIONTO SCADAVFD CONTROLLERINVERTER CONVERTERDC BUS2 MOTOR BEARING RTDS,6 MOTOR WINDINGS RTDSMOTORTO PCV CONTROLENCLOSUREVFD BLOCK DIAGRAMNOT TO SCALE2-PLC-12TO VENT FANSTARTER (IN MCC)PLC-12VFD CONTROL SCHEMATIC (CONT.)NOT TO SCALE (TYP "HSP P-1 VFD", HSP P-2 VFD")1-IR4PUMPSTOPCR7VALVEMAINTENANCEMODEREMOTEENABLE0X04160VAC120VACAPOWER ONPTTCR1CR31-30 MINSET @ 15 MINTR1E.STOPREMOTEE.STOPMPRTRIPVFDTRIPCR7CR@LOWPRESSURECUTOFFPLC-04TR3NOPRESSURETR4PUMPCONTROLVALVEFAILUREPLCSTARTMOM.PLCSTOPMOM.CR4CR5CR6CR8IR4CR120-10 MINTR3ANOPRESSUREPTT@ PUMPCONTROL VALVE@ PUMPCONTROL VALVE0-10 MINTR4WVALVEFAILUREPTTCR13REMOTERESETMOMIR4IR4CR6CR8CR8CR6CR3@ PUMPCONTROL VALVECVLS-3VIBRATION SENSORS@ MOTORMOTOR SPACE HEATERCR7RVALVE MAINT.MODEPTTVALVE MAINT.MODE@ PCVCONTROLENCLOSURECR12CR1IR2IR1CR10RVALVE OPENPTTCR9GVALVE CLOSEDPTTRPUMP STOPPTTETMGPUMP RUNPTT1-10 MINTR5WVIBRATION TRIP0-60 SECTR70-60 SECTR6@PUMPCONTROLVALVEGENERAL NOTES:1.EXISTING SHOWN LIGHT IS EXISTING AND SHALL REMAIN. EQUIPMENTSHOWN DARK SHALL BE PROVIDED UNDER THIS CONTRACT.E.STOPTR4TR4TR3TR3CR5CR6CR4CR5CR4ETHERNETTCP/IP TOSCADAIR4PUMPRUNIR2OPENIR1SLOWCLOSEMPRMPRALARMMPRMPRTRIPCR9VALVECLOSEDCR10VALVEOPENIR4PUMPRUNIR4OVLS-5CVLS-4CR8CR8TR7TR5TR5TR1VIBRATIONRESETVALVERESETPRESSURERESETVIBRATIONSWITCHESFORX-AXIS,Y-AXISSENSORS0XE.STOP0XENABLEX00OFFLOCALREMOTE00X0X0SPEED POTLOCALSTART/STOPVFDCR8MULTILIN869VIBRATION (SWITCHES X & Y AXES)LIMIT SWITCH POSITIONSVALVE POSITIONSWITCHNUMBERSLIMITOPENLIMITCLOSEINTERMEDIATEFUNCTIONSTART PERMISSIVESTOP PREMISSIVEVALVE OPENVALVE CLOSEDVALVE OPENCVLS-1OVLS-2CVLS-3CVLS-4OVLS-5PERCENT OPEN0%5%95%100%50%NOTES:1.INDICATES OPEN CONTACTS.2.INDICATES CLOSED CONTACTS.X00XATPUMPATVFDTR1BPUMPREADYTR7STARTSTOPSTARTSTOPNO.1 NOTES BY SYMBOL " "1.SET TIMING RELAY CLOSE TIME TO MATCH SETTING OF EXISTINGTIMING RELAY IN SOFT-STARTERS.2.CONTROL RELAY "CR13" SHALL BE PROVIDED WITH A MINIMUM OF4 N.O. & 4 N.C. SPARE CONTACTS.3.PROVIDE CIRCUIT BREAKER SIZED ACCORDING TO MOTOR SPACEHEATER WATTAGE.PUMP CONTROL VALVELIMIT SWITCH POSITION TABLENOT TO SCALE3-IR2CLOSECR14NOPRESSURECR15VALVEFAILURETR6TR7VIBRATIONALARMVIBRATIONALARMALARMSHUTDOWN1111123FROM PLC-12FROM FIELDMPRTRIPMPRTRIPMPRALARMVFDTRIPTR3CR14TR4CR15VFD CONTROL SCHEMATICNOT TO SCALE (TYP "HSP P-1 VFD", HSP P-2 VFD")1-SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:36 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL02.dwg Last Saved: 8/2/2023 9:56 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SM-CTRL02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL02.dwg
ELECTRICAL
.
CONTROL SCHEMATICS IIE-80POL
JTR
.
JWM 10-16-2023264
*
480VAC120VACWPOWER ONPTTCR1PUMP 1STOPPUMP 1STARTCR1PUMP 2STOPPUMP 2STARTCR2CR2CR1PUMP 1LUBECR1CR3M13OL'SM1RPUMP 1RUNNINGPTTETMCR2PUMP 2LUBECR2CR4M23OL'SM2RPUMP 2RUNNINGPTTETMCR3PUMP 1LUBEFLOWRPUMP 1LUBEPTTCR4PUMP 2LUBEFLOWRPUMP 2LUBEPTTLOW LEVELFLOAT SWITCHM1PUMP 1RUNNINGM2PUMP 2RUNNINGTO PLCCHEMICAL CONTAINMENT PITCONTROL PANEL CONTROL SCHEMATICNOT TO SCALE3-NO.3 GENERAL NOTES:1.CONTRACTOR WILL PROVIDE PANEL.2.CONTROL PANEL WILL BE DOOR-IN-DOORCONSTRUCTION.FROM 120VPANELBOARDNO.1 GENERAL NOTES:1.CONTACTS SHALL BE RATED FOR 30 AMPS AT 120V.2.NOT ALL LIGHTING CIRCUITS ARE SHOWN ON SCHEMATIC.REFER TO ELECTRICAL DRAWINGS TO DETERMINE THENUMBER OF CIRCUITS WITH HOME RUNS ROUTED THROUGHEACH LIGHTING CONTACTOR 3, PROVIDE MINIMUM OF 3SPARE CONTACTS.LIGHTING CONTACTORCONTROL SCHEMATICNOT TO SCALE (TYP ALL LIGHTING CONTACTORS)1-PHOTOCELLX0000XAUTOHANDEXTERIORLIGHTSOFFC1EXTERIOR LIGHTINGENCLOSUREWPOWER120V03 AMBIENTANALYZERCONTACTCR2ALARMHORNTESTACKNOWLEDGECR2CR2RESETCR2WALARMSILENCEDPTTRHIGH AMBIENTOZONEPTTNO.2 GENERAL NOTES:1.CONTROLS SHOWN ARE A PARTIAL CONTROL SCHEMATIC FORPLC-08 AND PLC-11.2.CONTROLS SHOWN ARE FOR HIGH AMBIENT OZONEALARMING ONLY.O3 AMBIENT ALARM PANELCONTROL SCHEMATICNOT TO SCALE (TYP OF 2)2-FROM 120VPANELBOARDALARMHORNRALARMBEACONHIGH LEVELAHIGH LEVELPTTCR5CR6TESTALARMSILENCECR6CR6ALARMHORNALARMRESETWALARMBEACON120VACCR5OL'SPUMP 1OVERLOADOL'SPUMP 2OVERLOADCR5HIGH LEVELALARMCR1 TORKEWZ0101 CH1SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:52 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL03.dwg Last Saved: 9/14/2023 5:31 PM Saved By: 08380Filename: N:\ELEC\EL-ALL-SM-CTRL03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL03.dwg
ELECTRICAL
.
CONTROL SCHEMATICS IIIE-81POL
JTR
.
JWM 10-16-2023265
*
WPOWER ONPTTPUMP 1STOPPUMP 1STARTCR1CR1WASHWATER RECLAMATION BASIN LOCAL CONTROL PANEL CONTROL SCHEMATICNOT TO SCALE1-LOW LEVEL0-30MINSET @ 20MINTR2ALOW LEVELCUTOFFPTTHIGH LEVEL0-60SECSET @ 10SECTR3AHIGH LEVELPTTCR7TR3CR7CR7CR8TESTALARMSILENCECR8CR8ALARMHORNHIGH LEVELRESETRALARMBEACONLOW LEVELOVERRIDE0-30MINSET @10MINTR40-60SECSET @ 10SECTR1BLOCALENABLEDPTTPUMP 1PUMP 1RESETPUMP SEALAND OVERTEMPRELAYOVERTEMPN.C.N.O.LEAKAGEN.O.N.C.FROM PUMPSENSORSAPUMP 1OVERTEMPPTTAPUMP 1LEAKPTTCR4FROM MCCFROM FIELDTO PLCTR2PUMP 2PUMP 2RESETPUMP SEALAND OVERTEMPRELAYOVERTEMPN.C.N.O.LEAKAGEN.O.N.C.FROM PUMPSENSORSAPUMP 2OVERTEMPPTTAPUMP 2LEAKPTTCR5PUMP 3PUMP 3RESETPUMP SEALAND OVERTEMPRELAYOVERTEMPN.C.N.O.LEAKAGEN.O.N.C.FROM PUMPSENSORSAPUMP 3OVERTEMPPTTAPUMP 3LEAKPTTCR6PUMP 2STOPPUMP 2STARTCR2CR2PUMP 3STOPPUMP 3STARTCR3CR3RPUMP 1RUNNINGPTTPUMP 1RUNNINGCR7HIGH LEVELALARMTO PUMP 1 STARTER(IN MCC)CR1PUMP 1STARTCR4PUMP 1FAILURECR9LOW LEVELCUTOFF120VACPUMP 1LOCALENABLEDBLOCALENABLEDPTTPUMP 2LOCALENABLEDBLOCALENABLEDPTTPUMP 3LOCALENABLEDRPUMP 3RUNNINGPTTPUMP 3RUNNINGRPUMP 2RUNNINGPTTPUMP 2RUNNINGE.STOPCR10PUMP 1E.STOPNO.1 GENERAL NOTES:1.CONTRACTOR WILL PROVIDE PANEL.2.CONTROL PANEL WILL BE DOOR-IN-DOOR CONSTRUCTION.TR1CR9LOW LEVELCUTOFFCR10CR10CR11LOW LEVELOVERRIDELOCAL CONTROLLOW LEVEL OVERRIDECR11CR9TO PUMP 2 STARTER(IN MCC)CR2PUMP 2STARTCR5PUMP 2FAILURECR9LOW LEVELCUTOFFCR10PUMP 2E.STOPCR11LOW LEVELOVERRIDETO PUMP 3 STARTER(IN MCC)CR3PUMP 3STARTCR6PUMP 3FAILURECR9LOW LEVELCUTOFFCR10PUMP 3E.STOPCR11LOW LEVELOVERRIDESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:00 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL04.dwg Last Saved: 8/2/2023 9:58 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SM-CTRL04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL04.dwg
ELECTRICAL
.
CONTROL SCHEMATICS IVE-82POL
JTR
.
JWM 10-16-2023266
*
480VAC120VACWPOWER ONPTTSTOPSTARTCR1START/STOPX00XSCADAHANDSTART/STOPMLOWLEVELLOCKOUTCR1CR1RPUMPRUNNINGPTTGPUMPSTOPPEDPTTPUMPLDSAPUMPFAILUREPTTWASHWATER RECLAMATION BASINMCC MOTOR STARTER CONTROL SCHEMATICNOT TO SCALE (TYP OF 3)1-CR1PUMPSTOPPEDCR1PUMPRUNNING120VACWPOWER ONPTTX00XREMOTELOCALAOVERTORQUEPTTGCLOSEDPTTLSOAIR SCOUR VALVE REMOTE PANEL (BV-LCS-01)CONTROL SCHEMATICNOT TO SCALE2-OPENCLOSECR1CR2OPENCLOSETORQUE SWITCHOPENTORQUE SWITCHCLOSEDLSCCR3ROPENPTTCR4TO PLCCR3OPENEDCR4CLOSEDFROM PLCREMOTEENABLE0XTO ACTUATORCR1OPENCR2CLOSEX0000XR LOFROM LOCAL CONTROL PANELFROM PLCTO PLC3OL'SCR2MCR1ETMTO LCPL/O/RLOCALENABLEDX0L/O/RH/S0X00XREMOTE AND SCADAENABLEDCR2PUMPFAILUREOL'SMOTOROVERLOADCR1PUMPRUNNINGE.STOPE.STOPNO.2 GENERAL NOTES:1.AIR SCOUR REMOTE PANEL SHALL BE POWERED FROM THESAME 120V CIRCUIT POWERING THE ACTUATOR.BPUMPREADYLOWLEVELLOCKOUTCR2LOCAL CONROLLOW LEVEL OVERRIDESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:37 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL05.dwg Last Saved: 8/2/2023 9:59 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SM-CTRL05.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL05.dwg
ELECTRICAL
.
CONTROL SCHEMATICS VE-83.POL
JTR
.
JWM 10-16-2023267
*
SOFT STARTER FEEDERSCHEMATIC (TYP SS-P1 & SS-P2)NOT TO SCALE1-SOFT STARTER BREAKERSCHEMATIC (TYP SS-P1 & SS-P2)NOT TO SCALE2-GENERAL NOTES:1.EXISTING HSPS MV SWITCHGEAR "SWG" HOUSES THE EXISTING CIRCUITBREAKER FEEDING THE EXISTING SOFT STARTERS. EXISTING SOFT STARTERBUCKETS ARE TO BE REPLACED WITH PROPOSED BUCKETS FOR HSPSSWITCHGEAR "SWG2" FEEDERS. COORDINATE WITH SIEMENS FOR WIRINGINFORMATION AND ADDITIONAL COMPONENTS THAT MAY BE REQUIRED.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:00 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRL06.dwg Last Saved: 9/15/2023 11:14 AM Saved By: 08380Filename: N:\ELEC\EL-ALL-SM-CTRL06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL06.dwg
ELECTRICAL
.
CONTROL SCHEMATICS VIE-84.POL
JTR
.
JWM 10-16-2023268
*
WPOWER ONPTTCR2AIT-5290AIT-5292AIT-5390AIT-5292CR2RALARMBEACONCR4RALARMBEACONRALARMBEACONRALARMBEACONCR4TESTCR2CR3ALARMHORNCR3CR4ACKNOWLEDGECR3RESETRALARMBEACONOZONE GENERATOR BUILDING O3 AMBIENTALARM CONTROL SCHEMATICNOT TO SCALE1-120VNO.1 NOTES BY SYMBOL " "1.PROVIDE PUSH/PULL TYPE PUSH BUTTON.1ALARMHORNOZONE RETURN SAMPLE PUMPCONTROL SCHEMATICNOT TO SCALE (TYP OF 2 PUMPS)2-TO PCL-11CR1COMMON ALARMMPUMPALARMINGNO.2 NOTES BY SYMBOL " "1.UTILIZE LINE SIDE OF ASSOCIATED 120V MOTOR CIRCUIT FOR CONTROL POWER.120VE.STOPCR1RRUNNINGPTTOFFONPSHOL0-5MINSET AT 30SECTR1TR1MCR1OLNO.3 GENERAL NOTES:1.CLOSING SPRINGS DISCHARGED.2.BREAKER OPEN.3.BREAKER LOCATED IN TEST, CONNECT OR WITHDRAWN POSITION.TRIP UNITCAPACITOR(MOTORCUTOFFSWITCH)(SPRINGCHARGEDSWITCH)(SPRINGDUMPSWITCH)LS1LS4LS2LS3WCHARGEDPTT52b52Y52Y52Y52b52a52a52aGOPENPTTRCLOSEDPTTCLOSETRIPTCTRIPCOIL52YANTI PUMPRELAYCCCLOSINGCOILMSPRINGCHARGINGMOTOR4160VACMETAL CLAD SWITCHGEARBREAKER CONTROL SCHEMATICNOT TO SCALE (TYP FOR "SWG2")3-240VACNO.1 NOTES BY SYMBOL " "1.CONTACT FROM REMOTE RACKING DEVICE.1FEEDER PROTECTIONRELAY (FPR)11SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:19 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-SM-CTRL07.dwg Last Saved: 1/23/2024 8:10 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-SM-CTRL07.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SM-CTRL07.dwg
ELECTRICAL
.
CONTROL SCHEMATICS VIIE-85POL
JTR
.
JWM
1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24
01-24-2024269
*
SOFT STARTERSS-P2FEEDERSOFT STARTERSS-P1FEEDERGENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENTSHOWN DARK AND HATCHED TO BE DEMOLISHED. EQUIPMENT SHOWNDARK TO BE PROVIDED UNDER THIS CONTRACT.2.EQUIPMENT DIMENSIONS ARE MAXIMUM ALLOWED. CONTRACTOR TOFIELD VERIFY EXACT DIMENSIONS.NOTES BY SYMBOL " "1.DEMOLISH FEEDER PROTECTION RELAY AND FEEDER CONDUCTORS TOSOFT-STARTER. 1200A CIRCUIT BREAKER TO REMAIN.2.REPLACE MULTILIN SR735 WITH GE MULTILIN 850 FEEDER PROTECTIONRELAY IN ITS PLACE. MODIFY SWITCHGEAR AS REQUIRED.3.CONTRACTOR TO PROVIDE DOOR WITH NEW NAMEPLATES,PUSHBUTTONS, INDICATOR LIGHTS, SWITCHES AND ALL OTHERCOMPONENTS FOR FULL FUNCTIONALITY AS BEFORE THE DOOR WASREMOVED. NAMEPLATES TO BE WHITE LETTERING ON BLACKBACKGROUND.4.MOUNT POWER METER, PROTECTION RELAYS, GRAPHIC USERINTERFACE, PILOT DEVICES, ETC. A MAXIMUM OF 5'-6" AFF. INCLUDEHOUSEKEEPING PAD IN THE TOTAL MOUNTING HEIGHT.5.DEMOLISH FRONT DOOR OF BUCKET INCLUDING PUSHBUTTONS,INDICATOR LIGHTS, SWITCHES, AND OTHER COMPONENTS OF THEDOOR.6.OUTPUT FILTER SECTION TYPE WILL DEPEND ON VFD MANUFACTURERSELECTED."SWG2"SWITCHGEAR 2FEEDER BINCOMING VT'SCPTBMAIN BTIEBREAKERINCOMING VT'SCPTAMAIN A"SWG2"SWITCHGEAR 2FEEDER AXFM21500 KVA FDRMAIN BBREAKER83AUTO-TRANSFERSWITCHMAIN ABREAKERXMF11500 KVA FDRHIGH SERVICE PUMP STATION4160V SWITCHGEAR ELEVATIONNOT TO SCALE (TYP "SWG2")3-15'-0"7'-8""XFM4"FEEDERBREAKERINCOMING VT'SCPTBMAIN BTIEBREAKERINCOMING VT'SCPTAMAIN AVOLTAGETRANSFORMER5KV"HSP P-2 VFD"FEEDERBREAKERMAIN BBREAKERMAIN ABREAKER"HSP P-1 VFD"FEEDERBREAKEREXISTING 4160V SWITCHGEAR ELEVATIONNOT TO SCALE (TYP "SWG")1-INCOMING VT'SCPTBMAIN BTIEBREAKERINCOMING VT'SCPTAMAIN AXFM21500 KVA FDRMAIN BBREAKER83AUTO-TRANSFERSWITCHMAIN ABREAKERXMF11500 KVA FDR22HIGH SERVICE PUMP STATION 4160V VFD ELEVATIONNOT TO SCALE (TYP "HSP P-1 VFD", "HSP P-2 VFD")4-1A2A3A4A5A2B3B4B5B1B2A3A4A2B3B4B5B1B1A5A33HOUSEKEEPING PAD4"2"HOUSEKEEPING PADMODIFICATIONS TO 4160V SWITCHGEAR ELEVATIONNOT TO SCALE (TYP "SWG")2-HOUSEKEEPING PAD3'-0"55191"HOUSEKEEPING PADINVERTERUNIT 2DUNIT 3DUNIT 1DK1K1K2K3K4K5K2WINDOW12345678CTBK3K4DV/DT OUTPUTFILTER123124"61 1
/4
"4116SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:55 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ELEV01.dwg Last Saved: 10/21/2022 7:11 AM Saved By: 02417Filename: N:\ELEC\EL-ALL-DG-ELEV01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ELEV01.dwg
ELECTRICAL
.
PLANT ELEVATIONS IE-86POL
JTR
.
JWM 10-16-2023270
*
TELESCOPINGVALVE NO.2MUD VALVENO.2CAUSTIC RECIRC.PUMP NO.2CAUSTIC RECIRC.PUMP NO.1TELESCOPINGVALVE NO.1MUD VALVENO.1GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.EXISTING OPERATIONS BUILDING MCC (MCC OP) ELEVATIONNOT TO SCALE1-SIEMENS 4300SBS 1600MAIN CBVFD 1ABVFD 2ABSPACEVFD 3ABPANELBOARDHA3 CBSPACESPACEHC PANELPANELBOARDHA5 CBSPACESEDIMENTATIONCROSS COLLECTORDRIVE NO.1STREET ANDAREA LIGHTINGRAPID MIXINGPUMP NO.1SEDIMENTATIONON BASIN DRIVENO.1 SLUDGE VFDSEDIMENTATIONON BASIN DRIVENO.2 SLUDGE VFDSPACESPACESBS 1600MAIN CBSEDIMENTATIONON CROSSCOLLECTOR DRIVENO.2SEDIMENTATIONON BASIN DRIVENO.3 SLUDGE VFDSEDIMENTATIONON BASIN DRIVENO.4 SLUDGE VFDSPACEPANELBOARDHA4 CBPANELBOARDHA3 CBRAPID MIXINGPUMP NO.2PANELBOARD LA3& LB3 XFMRPRIMARY CBPANELBOARD LE3XFMR PRIMARYCBVFD 1CDVFD 2CDSTREET ANDAREA LIGHTINGVFD 3CDMODBUSCONVERTERSIEMENS 4300SBS 160 MAIN CBNOTES BY SYMBOL " "1.MUD VALVE NO.1 CIRCUIT BREAKER TO REMAIN. DEMOLISH BRANCH CIRCUITFEEDER CONDUCTORS.2.TELESCOPING VALVE NO.1 CIRCUIT BREAKER TO REMAIN. DEMOLISH BRANCHCIRCUIT FEEDER CONDUCTORS.3.TELESCOPING VALVE NO.2 CIRCUIT BREAKER TO REMAIN. DEMOLISH BRANCHCIRCUIT FEEDER CONDUCTORS.4.MUD VALVE NO.2 CIRCUIT BREAKER TO REMAIN. DEMOLISH BRANCH CIRCUITFEEDER CONDUCTORS.5.UTILIZE EXISTING CIRCUIT BREAKER.TELESCOPINGVALVE NO.2MUD VALVENO.2CAUSTIC RECIRC.PUMP NO.2CAUSTIC RECIRC.PUMP NO.1TELESCOPINGVALVE NO.1MUD VALVENO.1OPERATIONS BUILDING MCC (MCC OP) ELEVATIONNOT TO SCALE2-SIEMENS 4300SBS 1600MAIN CBVFD 1ABVFD 2ABSPACEVFD 3ABPANELBOARDHA3 CBSPACESPACEHC PANELPANELBOARDHA5 CBSPACESEDIMENTATIONCROSS COLLECTORDRIVE NO.1STREET ANDAREA LIGHTINGRAPID MIXINGPUMP NO.1SEDIMENTATIONON BASIN DRIVENO.1 SLUDGE VFDSEDIMENTATIONON BASIN DRIVENO.2 SLUDGE VFDSPACESPACESBS 1600MAIN CBSEDIMENTATIONON CROSSCOLLECTOR DRIVENO.2SEDIMENTATIONON BASIN DRIVENO.3 SLUDGE VFDSEDIMENTATIONON BASIN DRIVENO.4 SLUDGE VFDSPACEPANELBOARDHA4 CBPANELBOARDHA3 CBRAPID MIXINGPUMP NO.2PANELBOARD LA3& LB3 XFMRPRIMARY CBPANELBOARD LE3XFMR PRIMARYCBVFD 1CDVFD 2CDSTREET ANDAREA LIGHTINGVFD 3CDMODBUSCONVERTERSIEMENS 4300SBS 160 MAIN CB31245555SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:52 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ELEV02.dwg Last Saved: 10/10/2022 4:02 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ELEV02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ELEV02.dwg
ELECTRICAL
.
PLANT ELEVATIONS IIE-87POL
JTR
.
JWM 10-16-2023271
*
GENERAL NOTES:1.EQUIPMENT SHOWN LIGHT IS EXISTING TO REMAIN. EQUIPMENT SHOWNDARK AND HATCHED SHALL BE DEMOLISHED. EQUIPMENT SHOWN DARK IS TOBE PROVIDED UNDER THIS CONTRACT.2.DEMOLISH EQUIPMENT, CONDUIT, CABLING AND SUPPORTS BACK TO SOURCEFOR EQUIPMENT CALLED TO BE DEMOLISHED.3.REFER TO ONE-LINE AND INTERCONNECTION DIAGRAMS FOR NECESSARYPOWER, CONTROL AND INSTRUMENTATION EQUIPMENT INFORMATION.NOTES BY SYMBOL " "1.DEMOLISH WASHWATER RECLAMATION BASIN PUMP NO.1 AND 2 MCCBUCKETS, STARTERS, CIRCUIT BREAKERS, AND CONTROL WIRING.2.DEMOLISH MCC BUCKET, CIRCUIT BREAKER, AND CONTROL WIRING FOR MAINDRAIN SUMP PUMPS.3.PROVIDE NECESSARY EQUIPMENT FOR ENERGIZING, CONTROL ANDMONITORING OF WASH WATER RECLAMATION PUMP NO.1, 2 & 3.4.PROVIDE MCC BUCKET, CIRCUIT BREAKER, AND NECESSARY CIRCUITRY FORMAIN DRAIN SUMP PUMPS.5.PROVIDE CIRCUIT BREAKER FOR PANELBOARD "HA7". CIRCUIT BREAKER AICRATING SHALL MATCH THAT OF EXISTING MCC. MODIFY MCC BUCKET ASREQUIRED.6.PROVIDE CIRCUIT BREAKER FOR PANELBOARD "HB7". CIRCUIT BREAKER AICRATING SHALL MATCH THAT OF EXISTING MCC. MODIFY MCC BUCKET ASREQUIRED.7.DEMOLISH FILTER RECYCLE PUMP CONTROL PANEL BUCKET, CIRCUIT BREAKERAND CONTROL WIRING.8.PROVIDE CIRCUIT BREAKER FOR FILTER RECYCLE PUMP CONTROL PANEL.CIRCUIT BREAKER AIC RATING SHALL MATCH THAT OF THE EXISTING MCC.MODIFY MICC BUCKET AS REQUIRED.EXISTING TRANSFER PUMP STATION MCCELEVATION BUS ANOT TO SCALE1-MCC TPINCOMING LINEFROM PADTRANSFORMERNO.1TX-3A1500KVAMAINSWITCHGEARTRANSFERPUMP NO.1TRANSFERPUMP NO.2TRANSFERPUMP NO.32000A TIEBREAKERCIRCUITSPACESPACEMAIN VFDPUMP 1, 2, & 3SPACEACSTREET ANDAREA LIGHTINGPANELBOARDHA2 CBPANELBOARDLA2 CBEXISTING TRANSFER PUMP STATION MCCELEVATION BUS BNOT TO SCALE3-MCC TPINCOMING LINEFROM PADTRANSFORMERNO.2TX-3B1500KVAMAINSWITCHGEAR2000A TIEBREAKERCIRCUITBLOWERNO.1BLOWERNO.2SPACESPACESPACEWASHWATERRECLAMATIONBASIN PUMPNO.2SPACESPACESPACEWASHWATERRECLAMATIONBASIN PUMPNO.1SPACESPACESPACENOT LABELEDIN THE FIELDNOT LABELEDIN THE FIELDNOT LABELEDIN THE FIELDFILTER RECYCLESUMP PUMPSSPACESPACEMAIN DRAINSUMP PUMPSPANELBOARDLB1 C.B.PANELBOARDHB2 C.B.SPACESPACESPACETRANSFER PUMP STATION MCCELEVATION BUS A MODIFICATIONSNOT TO SCALE2-MCC TPINCOMING LINEFROM PADTRANSFORMERNO.1TX-3A1500KVAMAINSWITCHGEARTRANSFERPUMP NO.1TRANSFERPUMP NO.2TRANSFERPUMP NO.32000A TIEBREAKERCIRCUITPANELBOARDHA2 CBMAIN VFDPUMP 1, 2, & 3SPACEPANELBOARDLA2 CBACSTREET ANDAREA LIGHTINGTRANSFER PUMP STATION MCCELEVATION BUS B MODIFICATIONSNOT TO SCALE4-MCC TPINCOMING LINEFROM PADTRANSFORMERNO.2TX-3B1500KVAMAINSWITCHGEAR2000A TIEBREAKERCIRCUITBLOWERNO.1BLOWERNO.2SPACESPACESPACESPACEWASHWATERRECLAMATIONBASIN PUMPNO.2SPACESPACESPACENOT LABELEDIN THE FIELDFILTER RECYCLESUMP PUMPSSPACESPACEMAIN DRAINSUMP PUMPSPANELBOARDLB1 C.B.PANELBOARDHB2 C.B.SPACESPACESPACENOT LABELEDIN THE FIELDNOT LABELEDIN THE FIELDSPACESPACE4321WASHWATERRECLAMATIONBASIN PUMPNO.3336PANELBOARD"HB7"PANELBOARD"HA7"5WASHWATERRECLAMATIONBASIN PUMPNO.13SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:41 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ELEV03.dwg Last Saved: 10/10/2022 4:02 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-DG-ELEV03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DG-ELEV03.dwg
ELECTRICAL
.
PLANT ELEVATIONS IIIE-88POL
JTR
.
JWM 10-16-2023272
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:38 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC01.dwg Last Saved: 8/2/2023 10:02 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SH-MISC01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC01.dwg
ELECTRICAL
.
LIGHT FIXTURE SCHEDULEE-89POL
JTR
.
JWM 10-16-2023273
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/16/2023 10:30 AM Plot By: 03887 Filename: N:\ELEC\EL-ALL-SH-MISC02.dwg Last Saved: 10/16/2023 10:20 AM Saved By: 03887Filename: N:\ELEC\EL-ALL-SH-MISC02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC02.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES IE-90POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.11111111111110-16-2023274
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:54 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC03.dwg Last Saved: 7/31/2023 11:19 AM Saved By: 04169Filename: N:\ELEC\EL-ALL-SH-MISC03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC03.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES IIE-91POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.11111110-16-2023275
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:57 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC04.dwg Last Saved: 10/9/2023 11:10 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-SH-MISC04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC04.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES IIIE-92.POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.1111111111111111110-16-2023276
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/13/2023 5:38 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC05.dwg Last Saved: 7/31/2023 11:17 AM Saved By: 04169Filename: N:\ELEC\EL-ALL-SH-MISC05.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC05.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES IVE-93POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.1111110-16-2023277
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:50 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC06.dwg Last Saved: 7/31/2023 11:18 AM Saved By: 04169Filename: N:\ELEC\EL-ALL-SH-MISC06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC06.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES VE-94POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.11111111111111111110-16-2023278
*
SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/16/2023 11:40 AM Plot By: 03887 Filename: N:\ELEC\EL-ALL-SH-MISC07.dwg Last Saved: 9/27/2023 12:58 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-SH-MISC07.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-SH-MISC07.dwg
ELECTRICAL
.
PANELBOARD SCHEDULES VIE-95POL
JTR
.
JWM NOTES BY SYMBOL " "1.PROVIDE CIRCUIT BREAKER.CONTRACTOR PERMITTED TOUTILIZE SPARE CIRCUIT BREAKERSIF AVAILABLE.11110-16-2023279
*
DUCT BANK DETAILNOT TO SCALE1-1SWG2-01P4"C.2SWG2-01P4"C.3SWG2-02P4"C.4SWG2-02P4"C.5SPARE4"C.6SPARE4"C.7SPARE4"C.8SPARE4"C.1PLC13-01F2"C.2SPARE2"C.3SPARE2"C.4SPARE2"C.314256784321DUCT BANK DETAILNOT TO SCALE2-1SWG2-01P4"C.2SWG2-01P4"C.3SWG2-02P4"C.4SWG2-02P4"C.5LP2-111"C.6LP2-131"C.7SPARE4"C.8SPARE4"C.9SPARE4"C.10SPARE4"C.1PLC013-01F2"C.2LSH-EMH1-01C1"C.3LSH-IMH1-01C1"C.4SPARE2"C.5SPARE2"C.6SPARE2"C.415243211VFD1-01P4"C.2VFD2-02P4"C.3SPARE4"C.4SPARE4"C.DUCT BANK DETAILNOT TO SCALE3-DUCT BANK DETAILNOT TO SCALE4-1VFD1-01P4"C.2SPARE4"C.1DUCT BANK DETAILNOT TO SCALE5-4152631XFM4-01P4"C.2HP2-01P2"C.3HP2-01P2"C.4SPARE4"C.5SPARE2"C.6SPARE2"C.DUCT BANK DETAILNOT TO SCALE7-1HB7-01P2"C.2P-WR1-01P2"C.3P-WR2-01P2"C.4P-WR3-01P2"C.5LB1-5LB1-33LB1-372"C.6MDSCP-01P2"C.7HA7-01P2"C.8HA2-97, 99, 1012"C.9HA2-103, 105, 1072"C.10HS2-109, 111, 1132"C.11LB1-151"C.12LB1-71"C.13HA2-115,117,1192"C.14P-FRSP-01P2"C.15HS2-1, 3, 51"C.16LB1-35LB1-382"C.17LB1-402"C.18HA2-43,45,47,2"C.19SPARE2"C.20SPARE2"C.21SPARE2"C.22SPARE2"C.23SPARE2"C.24SPARE2"C.DUCT BANK DETAILNOT TO SCALE10-1CP-WR-01C2"C.2LIT-289-01A2"C.3CR-WR-02C2"C.4LIT-MDS-01A2"C.5CP-MDS-01C2"C.6MS1-32D2"C.7MS1-36D2"C.8SPARE2"C.9SPARE1"C.10SPARE1"C.11LSHH-FRSP-01C2"C.12LSH-IMH2-01C1"C.13LSH-EMH2-01C1"C.14SPARE2"C.15SPARE2"C.16SPARE2"C.17SPARE2"C.95110627384111410615117161281395234117DUCT BANK DETAILNOT TO SCALE9-1XFM4-01P4"C.2SPARE4"C.121HP2-01P2"C.2HP2-01P2"C.3SPARE2"C.4SPARE2"C.3142DUCT BANK DETAILNOT TO SCALE8-1218"MIN18"MIN18"MIN63187.5"MIN7.5"MIN7.5"MIN7.5"MIN7.5"MIN7.5"MIN7.5"MIN27.5"MIN1LCS-P1-01CVSH-261-01CPCV-P1-01CVF1-P1-01CLPS-P1-01C2"C.2MSH-P1-01C2"C.3TE-261-01C2"C.4PCV-P1-01CPCV-P2-01A2"C.5SPARE2"C.7.5"MIN1VFD1-01P4"C.2SPARE4"C.127.5"MIN1LCS-P2-01CVSH-262-01CPCV-P2-01CVF1-P2-01CLPS-P2-01C2"C.2MSH-P1-01C2"C.3TE-261-01C2"C.4SPARE2"C.123418"MIN124518"MIN37.5"MIN7.5"MIN7.5"
MIN
192013141PSH-XFM4-01CLSL-XFM4-01CTSH-XFM4-01C2"C.2SPARE2"C.18"MIN1224232221171516DUCT BANK DETAILNOT TO SCALE6-1SPARE2"C.2SPARE2"C.1210621173128495115167.5"MIN 7.5"MIN 7.5"MIN7.5"MIN7.5"MIN7.5"MIN11SPARE4"C.12SPARE4"C.13SPARE4"C.14SPARE4"C.131478911SPARE2"C.SPARE2"C.SPARE2"C.789SPARE4"C.SPARE4"C.151611SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:19 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-DT-DUCT01.dwg Last Saved: 1/23/2024 8:14 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-DUCT01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-DUCT01.dwg
ELECTRICAL
.
DUCT BANK DETAILS IE-96POL
JTR
.
JWM
1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24
01-24-2024280
*
1P-WR1-01P2"C.2P-WR2-01P2"C.3P-WR3-01P2"C.4LB1-5LB1-33LB1-372"C.5MDSCP-01P2"C.6HA7-01P2"C.7HA2-103,105,1072"C.8HA2-97,99,1012"C.9SPARE2"C.10SPARE2"C.11SPARE2"C.12SPARE2"C.106211731284DUCT BANK DETAILNOT TO SCALE11-9511CP-WR-01C2"C.2LIT-289-01A2"C.3CR-WR-01C2"C.4LIT-MDS-01A2"C.5CP-MDS-01C2"C.6MS1-29D2"C.7MS1-31D2"C.8SPARE2"C.9SPARE2"C.10SPARE2"C.11SPARE2"C.12SPARE2"C.9511062738411DUCT BANK DETAILNOT TO SCALE12-1321MS1-29D2"C.2MS1-31D2"C.3SPARE2"C.1231HA2-97,99,1012"C.2HA2-103,105,1072"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE13-1MS1-30D2"C.1HA2-103, 105, 1072"C.1DUCT BANK DETAILNOT TO SCALE15-1P-WR1-01P2"C.2P-WR2-01P2"C.3P-WR3-01P2"C.4LB1-5LB1-35LB1-372"C.5SPARE2"C.1CP-WR-01C2"C.2LIT-289-01A2"C.3CP-WR-02C2"C.4SPARE2"C.3142543211P-WR1-01P2"C.2P-WR2-01P2"C.3P-WR3-01P2"C.4LB1-5LB1-35LB1-372"C.5SPARE2"C.6MDSCP-01P2"C.7HA7-01P2"C.8SPARE2"C.9SPARE2"C.6297384DUCT BANK DETAILNOT TO SCALE14-511CP-WR-01C2"C.2LIT-289-01A2"C.3CP-WR-02C2"C.4LIT-MDS-01A2"C.5CP-MDS-01C2"C.6SPARE2"C.7SPARE2"C.51627341MDSCP-01P2"C.2HA7-01P2"C.3SPARE2"C.4SPARE2"C.DUCT BANK DETAILNOT TO SCALE16-1LIT-MDS-01A2"C.2CP-MDS-01C2"C.3SPARE2"C.1234321DUCT BANK DETAILNOT TO SCALE17-1CP-MDS-01C2"C.2LIT-MDS-01A2"C.3SPARE2"C.123DUCT BANK DETAILNOT TO SCALE18-1HA7-01P2"C.2SPARE2"C.121HA7-01P2"C.2LA7-401"C.3SPARE2"C.4SPARE2"C.5SPARE3"C.4152DUCT BANK DETAILNOT TO SCALE19-DUCT BANK DETAILNOT TO SCALE20-1HB7-01P2"C.2SPARE2"C.3LB1-402"C.4P-FRSP-01P2"C.312DUCT BANK DETAILNOT TO SCALE21-1HB7-01P2"C.2SPARE2"C.121HA1-110,112,1142"C.2HA1-56,58,602"C.3LB2-11LB2-49LB2-512"C.4LB2-54LB2-62LB2-642"C.5HA1-115,117,1192"C.6LB2-601"C.7SPARE2"C.8SPARE2"C.DUCT BANK DETAILNOT TO SCALE22-1PLC11-01D2"C.2SPARE2"C.1274321651LB2-11LB2-49LB2-512"C.2LB2-62LB2-642"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE23-1PLC11-01D2"C.2LSH-EMH5-01C1"C.3LSH-IMH3-01C1"C.4SPARE2"C.123211MDSCP-01P2"C.2SPARE2"C.12128318"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN481LSH-EMH4-01C1"C.18"MIN1LSHH-FRSP-01C2"C.18"MIN1LSH-EMH3-01C2"C.118"MIN34122MS1-30D2"C.2MS2-40D2"C.122MS1-36D2"C.12SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:39 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-DUCT02.dwg Last Saved: 7/31/2023 7:56 PM Saved By: 08380Filename: N:\ELEC\EL-ALL-DT-DUCT02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-DUCT02.dwg
ELECTRICAL
.
DUCT BANK DETAILS IIE-97POL
JTR
.
JWM 10-16-2023281
*
1HA4-97,99,1012"C.2HA4-103,105,1072"C.3LE3-17LE3-24LE3-282"C.4LE3-192"C.5HA4-109,111,1132"C.6LE3-551"C.7LE3-571"C.8LE3-21LE3-392"C.9SPARE2"C.10SPARE2"C.DUCT BANK DETAILNOT TO SCALE24-1MS2-40D3"C.2MS2-39D3"C.3SPARE3"C.1274321651LE3-17LE3-24LE3-282"C.2LE3-19LE3-21LE3-222"C.3LE3-571"C.4LE3-551"C.5SPARE2"C.DUCT BANK DETAILNOT TO SCALE25-1MS2-33D2"C.2SPARE3"C.4321HA5-1,3,52"C.2LE3-592"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE26-1LIT-CCP1-01A2"C.2CCPCP-01C2"C.121285DUCT BANK DETAILNOT TO SCALE28-1HA4-97,99,1012"C.2HA4-103,105,1072"C.3SPARE2"C.4LE3-21LE3-392"C.5HA4-109,111,1132"C.1231HA2-115,117-1192"C.2HA2-109,111,1132"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE29-1MS1-27D2"C.2MS1-29D2"C.12DUCT BANK DETAILNOT TO SCALE30-1MS1-29D2"C.2LSHH-FRSP-01C2"C.3MS1-36D2"C.4SPARE2"C.1MS1-21D2"C.2MS1-25D2"C.DUCT BANK DETAILNOT TO SCALE31-1BWSF-5-01PBWSF-6-01PBWSF-7-01PBWSF-8-01P2"C.2SPARE2"C.3SPARE2"C.4SPARE2"C.1MS1-32D2"C.2MS1-34D2"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE32-121HA2-121,123,1252"C.2SPARE2"C.3SPARE2"C.32112DUCT BANK DETAILNOT TO SCALE33-1MS2-39D2"C.2MS2-40D2"C.1HA4-98,100,1022"C.2SPARE2"C.121HB7-01P2"C.2LB1-402"C.3HA2-115,117,1192"C.4HA2-109,111,1132"C.5P-FRSP-01P2"C.6SPARE2"C.7SPARE2"C.8SPARE2"C.54321121HA2-121,123,1252"C.2HB2-85,87,89HB2-91,93,952"C.3LB1-13LB1-312"C.4LA2-2LA2-4LA2-62"C.5LA2-8LA2-10LA2-222"C.6SPARE2"C.7SPARE2"C.8SPARE2"C.9SPARE2"C.DUCT BANK DETAILNOT TO SCALE34-1MS1-36D2"C.2FIT-BW1-01AFIT-BW2-01ALIT-BW-01A2"C.3MS1-32D2"C.4SPARE2"C.5SPARE2"C.6SPARE2"C.5432165432161HB2-85,87,892"C.2LB1-13LB1-312"C.3HB2-91,93,952"C.4SPARE2"C.5LA2-2LA2-4LA2-62"C.6LA2-8LA2-10LA2-222"C.7LB1-412"C.8SPARE2"C.9SPARE2"C.DUCT BANK DETAILNOT TO SCALE35-1FIT-BW1-01AFIT-BW2-01ALIT-BW-01A2"C.2MS1-34D2"C.3MS1-36D2"C.4SPARE2"C.43253214DUCT BANK DETAILNOT TO SCALE36-2MS1-21D2"C.2SPARE2"C.1218"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN18"MIN6433116791034325178321497878944SPARE3"C.432513MS2-39D2"C.4PLC08-01D3"C.5SPARE3"C.32143MS2-36D2"C.4SPARE3"C.3213SPARE2"C.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:51 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-DUCT03.dwg Last Saved: 10/10/2022 4:03 PM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-DUCT03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-DUCT03.dwg
ELECTRICAL
.
DUCT BANK DETAILS IIIE-98POL
JTR
.
JWM 10-16-2023282
*
1HA7-01P2"C.2LA7-401"C.3BWSF-1-01PBWSF-2-01PBWSF-3-01PBWSF-4-01P2"C.4LA7-301"C.5SPARE2"C.6SPARE2"C.7SPARE2"C.DUCT BANK DETAILNOT TO SCALE37-1MS2-21D2"C.2LSH-CCSP-01C2"C.3LSH-EMH4-01C1"C.4MS2-40D2"C.63252114DUCT BANK DETAILNOT TO SCALE38-1HA1-56,58,602"C.2HA1-115,117,1192"C.3HA1-110,112,1142"C.4SPARE2"C.123DUCT BANK DETAILNOT TO SCALE39-1HA1-56,58,602"C.2SPARE2"C.12DUCT BANK DETAILNOT TO SCALE40-1HA1-110,112,1141"C.2HA1-115,117,1191"C.3SPARE2"C.121HA1-110,112,1142"C.2HA1-56,58,602"C.3LB2-11LB2-49LB-512"C.4LB2-62LB2-642"C.5HA1-115,117,1192"C.6SPARE2"C.7SPARE2"C.DUCT BANK DETAILNOT TO SCALE41-1PLC11-01D2"C.2LSH-EMH4-01C1"C.3LSH-IMH3-01C1"C.4SPARE2"C.127432165DUCT BANK DETAILNOT TO SCALE42-1MOV-RW-01C2"C.118"MIN18"MINDUCT BANK DETAILNOT TO SCALE43-1P-FRSP-01P2"C.11BFV-RW-011C2"C.2BV-RW010-01C2"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE44-121HA6-14,16,181"C.2SPARE1"C.3SPARE1"C.4SPARE1"C.212118"MIN3DUCT BANK DETAILNOT TO SCALE45-DUCT BANK DETAILNOT TO SCALE46-1SPARE - FUTURE POWERTO BFV-RW-0122"C.118"MIN1BFV-RW012-01CBFV-RW011-01C2"C.1DUCT BANK DETAILNOT TO SCALE47-371LA7-301"C.118"MIN1LSH-CCSP-01C1"C.431MS1-31D2"C.2MS1-32D2"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE48-121HA2-43,45,472"C.2LB1-35LB1-382"C.3SPARE2"C.212118"MIN334418"MIN1LSHH-FRSP-01C2"C.1341PLC08-01D2"C.2LSH-EMH6-01C2"C.3LSH-IMH4-01C2"C.1LE3-192"C.2LE3-17LE3-24LE3-282"C.3SPARE2"C.12318"MIN3432515MS2-39D2"C.5MS2-39D2"C.122MS2-40D2"C.DUCT BANK DETAILNOT TO SCALE49-1MS1-35D2"C.2MS1-36D2"C.3SPARE2"C.123DUCT BANK DETAILNOT TO SCALE50-1MS2-22D2"C.1DUCT BANK DETAILNOT TO SCALE51-1MS1-23D2"C.1DUCT BANK DETAILNOT TO SCALE52-1MS1-24D2"C.1SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:56 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-DUCT04.dwg Last Saved: 8/1/2023 12:12 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-DT-DUCT04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-DUCT04.dwg
ELECTRICAL
.
DUCT BANK DETAILS IVE-99POL
JTR
.
JWM 10-16-2023283
*
1LSHH-FRSP-01C2"C.2MS1-36D2"C.121P-FRSP-01P2"C.118"MINDUCT BANK DETAILNOT TO SCALE53-DUCT BANK DETAILNOT TO SCALE54-1MS1-36D2"C.1DUCT BANK DETAILNOT TO SCALE55-1MS2-22D2"C.1DUCT BANK DETAILNOT TO SCALE56-1MS2-23D2"C.1DUCT BANK DETAILNOT TO SCALE57-1MS2-24D2"C.1DUCT BANK DETAILNOT TO SCALE58-1MS1-25D2"C.1DUCT BANK DETAILNOT TO SCALE59-1MS2-25D2"C.1MS2-40D2"C.121234DUCT BANK DETAILNOT TO SCALE60-1MS1-25D2"C.2MS2-25D2"C.3MS2-40D2"C.4SPARE2"C.1PLC11-01D2"C.2LSH-EMH5-01C1"C.3LSH-IMH3-01C1"C.4SPARE2"C.5MS2-40D2"C.6MS1-25D2"C.7MS2-25D2"C.4321567123211LB2-11LB2-49LB2-512"C.2LB2-62LB2-642"C.3SPARE2"C.DUCT BANK DETAILNOT TO SCALE61-1234DUCT BANK DETAILNOT TO SCALE62-1MS1-25D2"C.2MS2-25D2"C.3MS2-40D2"C.4SPARE2"C.123DUCT BANK DETAILNOT TO SCALE63-1MS2-33D2"C.2SPARE2"C.3MS2-40D2"C.1HA4-97,99,1012"C.2HA4-103,105,1072"C.3LE3-17LE3-24LE3-282"C.4LE3-192"C.5HA4-109,111,1132"C.6LE3-551"C.7LE3-571"C.8LE3-21LE3-392"C.9SPARE2"C.10SPARE2"C.1MS2-33D2"C.2SPARE3"C.3MS2-39D2"C.4PLC08-01D3"C.5SPARE3"C.74321658910DUCT BANK DETAILNOT TO SCALE64-4325118"MIN18"MINSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:53 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-DUCT05.dwg Last Saved: 8/1/2023 12:12 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-DT-DUCT05.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-DUCT05.dwg
ELECTRICAL
.
DUCT BANK DETAILS VE-100POL
JTR
.
JWM 10-16-2023284
*
RE: 2/E-4NEMA 4X SS ENCLOSURE,SECURE ENCLOSURE TOSTANCHION W/SS BOLTS, NUTS& WASHERSNO.1 GENERAL NOTES:1.ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.2.PROVIDE EXPANSION FITTINGS FOR UNDERGROUND CONDUITSTERMINATING TO ENCLOSURES ON THE EQUIPMENT RACK.3.PROVIDE CONCRETE PAD FOR INSTRUMENT RACK.5'-0"1'-6"TO SUITINSTRUMENT
1(TYP)NO.1 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2" DIA. 304 STAINLESS STEEL KWIKBOLT III WITH 3 1/2" EMBEDMENT. DO NOT DAMAGEEXISTING STRUCTURE DURING ANCHORING INSTALLMENT.INSTRUMENT MOUNTINGNOT TO SCALE1-STRUT POST BASEW/304 SS ANCHORSGFCI RECEPTACLE W/IN-USE WP COVERPOWERPBANALOGPB11/4" 304 STAINLESSSTEEL HARDWARE1'-9"MINTOP OF SLAB304 SS SLOTTED DOUBLECHANNEL304 SS DOUBLE CHANNELPOST BASE B-LINE B281SQOR EQUAL1" NON SHRINK GROUT304 SS BOLT,NUT & WASHERS(TYP)NO.2 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2" DIA. 304 STAINLESS STEEL KWIKBOLT III WITH 3 1/2" EMBEDMENT. DO NOT DAMAGEEXISTING STRUCTURE DURING ANCHORINGINSTALLMENT (TYP OF 4).1FREE STANDING SUPPORT DETAILNOT TO SCALE2-3"6"1JUNCTION BOX MOUNTEDAS HIGH AS POSSIBLE3NO.3 NOTES BY SYMBOL " "1.SEAL ALL CONDUITS ENTERING ENCLOSURES WITH REMOVABLESILICON CAULK.2.APPLY RUBBER ELECTRICAL TAPE TO ALL EXPOSED METAL CONDUITOR CONDUIT THREADS. EXTEND TAPE A MINIMUM 2" IN BOTHDIRECTIONS BEYOND EXPOSED CONDUIT.3.ALLOW MINIMUM OF 12" OF WIRES SLACK IN JUNCTION BOX TOACCOMMODATE EXPANSION JOINT.4.SELECT BACKFILL TO BE CLASS 4 EARTH FILL. FILL SHALL CONSIST OFMATERIALS WHICH ARE CLASSIFIED AS SP, SM, SC, CL OR DUALCLASSIFICATIONS THEREOF, WHICH HAVE A LIQUID LIMIT LESS THANOR EQUAL TO 35 AND A PLASTICITY INDEX OF A MINIMUM OF 4 ANDA MAXIMUM OF 15, WHICH ARE FREE OF ORGANIC MATERIALS.ABOVE GRADE CONDUIT TERMINATIONNOT TO SCALE3-REFER TO APPLICABLEWALL PENETRATIONDETAILS, THIS SHEETCONCRETE SLOPED AWAYFROM BUILDING, 1"CHAMFER ALL AROUNDALUM CONDUITALUM EXPANSION FITTING2PVC COATED CONDUITCOUPLING. TAPETRANSITION AT EACH ENDWITH 1/2 LAPPED TO 3"BEYOND TRANSITION (TYP)SCHEDULE40 PVCCOMPRESSIBLEJOINT FILLEREXISTING/NEWFOOTING ORFOUNDATIONPVC COATEDALUMINUM CONDUITPVC COATED ALUMLONG SWEEP ELBOW304 SSCONDUIT CLAMP304 SSCHANNEL STRUTLB FITTING (TYP)CAULK ALL AROUNDW/SEALANT PRIOR TOINSTALLING BUSHINGFILL VOID WITH GROUTAFTER INSTALLATIONCORE DRILLED HOLEFLANGED TYPESEALING BUSHINGCONDUITCONCRETE WALLOR FOUNDATIONSTRUCTURES ABOVE OR BELOW GRADEWATERTIGHT CONDUIT PENETRATIONNOT TO SCALE6-3'-0"MAX
1"(TYP)(TYP)304 SS CHANNELUNISTRUTCONDUIT304 SS CONDUITCLAMP, NUMBER &SIZE AS REQUIRED (TYP)NO.5 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2"DIA STAINLESS STEEL KWIK BOLT IIIWITH 3 1/2" EMBEDMENT. DO NOT DAMAGE EXISTINGSTRUCTURE DURING ANCHOR INSTALLMENT.1WALL MOUNTED CONDUIT RACKNOT TO SCALE5-1PROVU PD6000PROCESS METER OR EQUALSMITH AND LOVELESS SHADEAIDE HMI PROTECTOR OR EQUALBACKFILL & COMPACTW/SELECT MATERIAL4UNDERGROUND-LINEWARNING TAPE1"(TYP)304 SS CHANNELUNISTRUTCONDUIT304 SS CONDUITCLAMP, NUMBER &SIZE AS REQUIRED (TYP)FLOOR MOUNTED CONDUIT RACKNOT TO SCALE4-NO.4 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2" DIA. 304 STAINLESS STEEL KWIK BOLT IIIWITH 3 1/2" EMBEDMENT. DO NOT DAMAGE EXISTINGSTRUCTURE DURING ANCHORING INSTALLMENT.TYPICALMOUNTEDEQUIPMENTRE: 2/E-4 FORSUPPORT DETAILDOUBLE SLOTTED CHANNELSTRUT POST, 304 STAINLESSSTEEL (TYP)FOUR HOLE 90DEGREEFITTING, 304 STAINLESSSTEEL (TYP)30" MIN DOUBLE SLOTTEDCHANNEL STRUT, 316STAINLESS STEEL (TYP)SMALL EQUIPMENT RACK DETAIL NOT TO SCALE7-1'-0"0'-10 1/2"2'-6"MAX1'-3"SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:47 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC01.dwg Last Saved: 8/2/2023 10:20 PM Saved By: 04169Filename: N:\ELEC\EL-ALL-DT-MISC01.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC01.dwg
ELECTRICAL
.
DETAILS IE-101POL
JTR
.
JWM 10-16-2023285
*
PVC COATED CONDUITCONDUIT CLAMP316 STAINLESS STEELCHANNEL STRUTFILL SPACE BETWEENCONDUIT & HOLEW/NON-SHRINK GROUTFLOORLB FITTING (TYP)PVC COATED RIGIDALUMINUM CONDUITTAPE TRANSITIONS SUCHTHAT NO ALUMINUMCONDUIT IS IN CONTACTWITH CONCRETECONCRETE ENCASEDDUCT BANKPVCCONDUIT3"12" MINUNDERGROUND CONDUIT STUBUP DETAILNOT TO SCALE1-5'-0"MAX BETWEEN RODSCONCRETE INSERTPLASTIC END CAPS(TYP)TYPE 316 STAINLESS STEEL 1/2" FULLTHREADED ROD (TYP)JAMB NUT AND FLAT PLATEFITTING (TYP)CHANNEL UNISTRUT P1000-STOR EQUALCONDUIT (TYP)CONDUIT CLAMP, NUMBER AND SIZEAS REQUIRED (TYP)6"MIN5"MIN
9"MIN
1"MIN1"(TYP)CONCRETERIB SLAB1/2" FULLTHREADED RODDRILL & EPOXY 3"MIN EMBEDDEDNO.2 GENERAL NOTES:1.PROVIDE SUPPORT SYSTEM AT 5'-0" MAX SPAN.CEILING MOUNTED CONDUIT RACK DETAILNOT TO SCALE2-NO.1 NOTES BY SYMBOL " "1.PROVIDE EXPANSION FITTING FOR ALL CONDUITTRANSITIONING FROM BELOW GRADE TO ABOVE GRADE.316L SS SLOTTEDCHANNEL STRUTEXPANSION FITTING1NO.1 GENERAL NOTES1.FOR SPARE CONDUITS STUBBED UP ALONG BUILDING EXTERIOR,EXTEND BEYOND FIRST SLOTTED CHANNEL STRUT AND CAP.~~3/4"x10'-0" COPPER CLADCONTINUOUS GROUND RODCAST IRON LID WITH 1/2"LIFTING ROD9 1/2"10'
3"
5"WELD CONDUCTORS TO RODEXOTHERMICALLY (1 PLACE)BROOKS MODEL 3-RT OREQUALCONTINUOUS LOOPGRADEANY CONDUITEXPOSED OUTDOORSTO EQUIPMENT316 STAINLESS STEELCONDUIT DRAINGROUND ROD DETAILNOT TO SCALE3-CONDUIT DRAIN DETAILNOT TO SCALE4-NO.4 GENERAL NOTES:1.PROVIDE CONDUIT DRAIN FOR ALL CONDUIT ENTERINGELECTRICAL EQUIPMENT LOCATED OUTDOORS.L 2 1/2"x2"x1/4" ALUMLENGTH TO SUITINSTRUMENTMOUNTING HOLES TOSUIT INSTRUMENT,SECURE INSTRUMENTTO STANCHION W/SSBOLTS, NUTS &WASHERSNO.5 GENERAL NOTES:1.ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.2.PAINT ALUMINUM IN CONTACT WITH CONC. ACCORDING TOSPECIFICATIONS FOR PAINTING.5'-0"TO SUIT
INSTRUMENT
3/16NO.5 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2"DIA 316 STAINLESS STEEL KWIK BOLT IIIWITH 3 1/2" EMBEDMENT. DO NOT DAMAGE EXISTINGSTRUCTURE DURING ANCHOR INSTALLMENT.IN
S
T
R
U
M
E
N
T
INSTRUMENT MOUNTING DETAILNOT TO SCALE5-ALUM HOODRE:7/E-1011BRACKETUNISTRUT RACKLV CABLE TRAYTO DEVICELB FITTINGTRENCH COVERING SECURELY FASTEN COVERTO PREVENT MOVEMENTFLEX CONDUIT TO PUMP MOTORS (TYP.)THREADED TERMINATION BUSHING (TYP.)WIREWAYBRACKETMV CABLE TRAY480V CONDUCTORS (TYP.)EXISTING 4160V CONDUCTORS (TYP.)ALUMINUM LADDER WITH 9"SPACING AND 9" DEPTHELECTRICAL TRENCH SECTIONNOT TO SCALE6-SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:55 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC02.dwg Last Saved: 9/15/2023 2:46 PM Saved By: 08380Filename: N:\ELEC\EL-ALL-DT-MISC02.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC02.dwg
ELECTRICAL
.
DETAILS IIE-102POL
JTR
.
JWM 10-16-2023286
*
FLOAT SWITCH DETAILNOT TO SCALE1-1/2" EPOXY ANCHORWITH EYE NUTFLOAT SWITCH (SEEP&IDS FOR QUANTITY)J-CLAMP PLATE WITHU-BOLT AND SADDLE.FS-CCLAMP ORAPPROVED EQUALWET WELL TOP SLAB1/4" 316 STAINLESSSTEEL CABLE15LB PVC COATED CABLEFLOAT.SUSPEND 6" FROM WETWELL FLOOR4"4"3/4" LIQUID TIGHT FLEXIBLECONDUIT, PROVIDESUFFICIENT SPARE CONDUITCONTRACTOR SHALLCOORDINATE CONDUITSTUB-UP LOCATIONW/HANDRAIL & KICKPLATE LOCATION1/4" ALUMINUM PLATENO.3 GENERAL NOTES:1.ALL MOUNTING HARDWARE SHALL BE 304 STAINLESS STEEL. POWER ANDANALOG SIGNALS SHALL BE ROUTED IN SEPARATE CONDUITS.1" SQUARE 304 SSTUBING, 16GA6"1 1/4" SQUARE304 SS, 16GAWELDLEVEL TRANSMITTER ASSPECIFIED, MOUNTING HOLESIZE SHALL BE AS REQ'D BY MFR1(TYP)NO.3 NOTES BY SYMBOL " "1.ANCHORS SHALL BE 1/2"DIA 304 STAINLESS STEEL KWIK BOLT III WITH 3 1/2"EMBEDMENT. DO NOT DAMAGE EXISTING STRUCTURE DURING ANCHORINSTALLMENT.TRANSDUCER MOUNTING DETAILNOT TO SCALE3-NEMA 4X 316 SS PULL BOX, MOUNTON TOP OF TANK, FIELD VERIFY EXACTLOCATIONTO TRANSMITTERPROBE CABLE (MFR'SSUPPLIED) CABLE INCONDUIT1" ALUMINUM CONDUITULTRASONIC LEVEL SENSORCONDUIT ADAPTERCONDUIT LOCK NUT6"DIA 316 SS BLINDFLANGE W/BOLTS & NUTSPROVIDED BY OTHERSTANK LEVEL9"±XULTRASONIC/RADARSENSOR MOUNTING DETAILNOT TO SCALE4-TO PUMPNO.2 NOTES BY SYMBOL " "1.RE: 8/E-101 FOR EQUIPMENT RACK DETAILS.2.DEPENDING ON PUMP MANUFACTURER SELECTED, EITHER ONE OR TWO CABLES WILL BE SUPPLIED WITH EACH PUMP. IF POWERAND CONTROLS ARE ROUTED IN A SINGLE PUMP CABLE, PROVIDE ONE CORE DRILL THROUGH TOP SLAB FOR PUMP CABLE.WASHWATER RECLAMATION BASIN EQUIPMENT RACK DETAILNOT TO SCALE2-TO PUMP2"MIN
FRONT VIEWSIDE VIEWTO ELECTRICALPULL BOX INPIPE VAULTTO ELECTRICALPULL BOX INPIPE VAULTTO WASHWATERRECLAMATION BASINCONTROL PANELTO PUMPS2" COREPOWER CONDUIT (TYP)CONTROL CONDUIT (TYP)316 SS WIRE MESH GRIPFOR CABLE STRAIN RELIEFNEMA 4X 316 SS PUMPTERMINATION CABINET316 SS DOUBLE SLOTTEDCHANNELTOP OFWET WELL1(TYP)NEMA 4X 316 SSSAFETY DISCONNECT,SIZE AS REQUIREDFOR EQUIPMENTNEMA 4X 316 SSSAFETY DISCONNECT,SIZE AS REQUIREDFOR EQUIPMENT600V, 20ATERMINAL BLOCKFOR CONTROLMYERS HUB (TYP)600V, 60A TERMINALBLOCK FOR POWER600V, 60A TERMINALBLOCK FOR POWERCGB CONNECTORWITH 316 SS WIREMESH GRIP (TYP)GENERAL NOTES:1.PROVIDE PUMP CABLE STRAIN RELIEF IN PIPE VAULT GALLERY BEFORE ROUTING CABLE TO PUMP TERMINATION CABINET.2" CORE2" CORE2"CORE2"CORE22PIPE VAULT LOCATEDBELOW TOP SLABTOP LEVEL SLABPUMP TERMINATIONCABINETTERMINAL BLOCKSMOUNTED TOBACKPLANE (TYP)20'
-
0
"
E
A
C
H
S
I
D
E
PANELGROUND BUSGROUND MATNOT TO SCALE5-GG3/4"X10'-0" COPPER CLADGROUND ROD (TYP)GROUND ROD TEST WELLBARE CU (TYP)TO TRANSFORMER XOSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:04 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC03.dwg Last Saved: 7/31/2023 10:51 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-MISC03.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC03.dwg
ELECTRICAL
.
DETAILS IIIE-103.POL
JTR
.
JWM 10-16-2023287
*
BOTTOM PLAN3/4" HOLE FORGROUND RODALUM GRATINGAND FRAME4'-0"MIN 4'-0"MINSECTION8"TO PLANT DRAIN2" PVC PIPE2" BALLVALVE8"2" UNION2" CHECKVALVEAS REQ'DBY NEC8"2'-0"FLEX HOSE8"3 1/2"PULL-IN-IRONS3'-0"DIA MANHOLECOVER AS SPECIFIED6'-0"3" CI SLEEVEIN WALLCONDUIT END BELLS2" QUICKCONNECTMANHOLE WITH SUMP PUMP DETAILNOT TO SCALE1-HIGH LEVEL SWITCH AT 3" AFFKNOCKOUT WALLGFCI RECEPTACLE WITH IN-USEWEATHERPROOF COVER4" FROM TOP OFMANHOLE TO GRADE2'-0" FROM BOTTOM OF CONDUITTO BOTTOM OF MANHOLEHSPS MEDIUM VOLTAGE ANDCONTROLS PULL BOX DETAILNOT TO SCALE2-NO.2 GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS FOR CONDUIT STUB UP AND PENETRATIONS ANDSHALL MAKE ADJUSTMENTS FOR ACTUAL CONDITIONS.2.CONTRACTOR SHALL NOT PROVIDE CONDUIT SUPPORTS BELOW EXPANSION FITTINGS.3.CONTRACTOR SHALL OVERLAP PENETRATING CONDUITS 4" FROM END OF CABLE TRAY. PENETRATINGCONDUIT MUST BE LOCATED WITHIN CABLE TRAY RUNGS.4.CONTRACTOR SHALL PROVIDE SUPPORTING BRACKETS THAT PREVENT THE PULL BOX FROM WARPINGDURING CABLE PULLS.5.CONTRACTOR SHALL SIZE PULL BOX TO MEET NEC REQUIREMENTS AND MANUFACTURERS RECOMMENDEDMINIMUM BENDING RADIUS OF CABLES. MINIMUM 3'-0"x3'-0"x3'-0" PULL BOX REQUIRED.6.CONTRACTOR SHALL EXTEND MOW STRIP TO OVERLAP PULL BOX BY 4" ON EACH SIDE.7.EXTEND SPARE CONDUIT FROM DUCT BANK INTO PULL BOXES.MEDIUMVOLTAGEPULL BOXINSTRUMENTATIONPULL BOXINTERIOR I-BEAMALUMINUMRIGID CONDUIT3 1/4" BACK-TO-BACK STRUTEXPANSIONFITTINGPVC COATEDALUMINUMRIGID CONDUITEXTENDEDMOW STRIPINTERIORI-BEAM3'-0"MIN3'-0"MIN
3'-0"MIN3'-0"MIN
6'-1"2'-7"1'-11"FRONT VIEW3'-0"MIN3'-0"MIN
ALUMINUMRIGID CONDUIT3 1/4" BACK-TO-BACK STRUTEXPANSIONFITTINGPVC COATEDALUMINUMRIGID CONDUITEXTENSION OFBUILDING MOW STRIPSIDE VIEWEXISTINGBUILDINGMOW STRIPFFCABLE TRAYGROUNDBUSHING3"x3"x1/4" STEELPLATE W/WASHER & NUT4"MIN3/8" THREADEDROD (TYP)NON-SHRINK GROUTAROUND VOIDINTERIORI-BEAMNO.1 GENERAL NOTES:1.THE CONTRACTOR IS RESPONSIBLE FOR SIZING THE MANHOLESIN ACCORDANCE WITH NEC.2.MOUNT GFCI AND FLOAT CABLE JUNCTION BOX AS HIGH ASPOSSIBLE.PROVIDE J-HOOKSWITH VELCRO WRAPSHIGH LEVEL ALARMPUMP CORD AND PLUG24"MIN
NEMA 4X 316 SS JUNCTION BOXWITH CONDENSATE DRAINSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:01 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC04.dwg Last Saved: 7/31/2023 10:51 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-MISC04.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC04.dwg
ELECTRICAL
.
DETAILS IVE-104POL
JTR
.
JWM 10-16-2023288
*
NOTES BY SYMBOL " "1.PROVIDE ADAPTER PLATE TO SQUARE POLEWITH THE STRUCTURE.2.UTILIZE EXISTING BOLT ANCHORS.21.05.0 4.2526.0SECONDARY LEADS BELOWPREFERRED LOCATION FOR CUSTOMERLEFT HAND SIDE (OPTIONAL) ALLOW 6.0"FOR BREAKERWITHDRAWAL41.6294.047.753.252.0032.036.0SECTION436.0SECTION5DOOR SWING16.69" WIDE ACCESSORY CABINET, ALLOW 16" FOR 7.0036.0SECTION336.0SECTION236.0SECTION1FROM LOWER BREAKER THRU BOTTOM ORCUSTOMER PRIMARY CONNECTIONMAXIMUM AVAILABLE SPACE FOR UPPER BREAKER THRU TOP 1.25REARDOORHSPS "SWG 1" FLOOR PLANNOT TO SCALE3-NEMA 4X 316 SSSAFETY DISCONNECT,SIZE AS REQUIREDFOR EQUIPMENTNEMA 4X 316 SSSAFETY DISCONNECT,SIZE AS REQUIREDFOR EQUIPMENTANALOGDIGITALTO ELECTRICALPULL BOXMYERS HUB (TYP)TOP FILTER ACTUATOR RACKSNOT TO SCALE2-13'-0" INSTALLED HEIGHT - NOMINAL10".47"6"3.15"10.63"5.91"BBAA.79"TOP POLE SECTION = 9'-10"30"
11.72"13.78"TERMINAL RAIL2" WIDE3/4" NPT AT 16"CENTER FROM BASE OFPOLE ON BOTH SIDES3/4" NPT ON BACKSIDEOF POLE AT 10" ABOVEBASE ON CENTER4x.75"DIAON 8.35"DIA P.C.D.BASE PLATE DETAILSECTION B-BSECTION A-A21STRUCTURE POLE LIGHTINGNOT TO SCALE1-2'-0"(TYP)3/4" CHAMFER(TYP)#5 BARS @1'-0"C/C (TYP)TWO (2) #5 (TYP)1'-0"2'-0"
6"
6"6"#5 @ 1'-0"C/C,EW T&BTRANSFORMERGRAVEL1'-6"
1'-0"MV TRANSFORMER PADNOT TO SCALE4-PVC COATED ARCLB FITTINGFD BOX316SS 1/4" NUTSAND BOLTSPIPE VAULT LOCATEDBELOW TOP SLABNO.1 GENERAL NOTES:1.CONTRACTOR SHALL FIELD VERIFY EXISTING ANCHOR BOLT PATTERN PRIOR TOSUBMITTING BASE PLATE DETAIL FOR REVIEW. COORDINATE BASED PLATE DETAILAND ORIENTATION SUCH THAT LIGHT FIXTURES ARE ARRANGED OVER WALKWAYS.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 12:40 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC05.dwg Last Saved: 7/31/2023 10:51 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-MISC05.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC05.dwg
ELECTRICAL
.
DETAILS VE-105POL
JTR
.
JWM 10-16-2023289
*
316 STAINLESSSTEEL STRUTPULLBOXCGBSTRAIN RELIEFCABLE SUPPORTARCCONTROL PANELMAIN DRAIN SUMP PUMPEQUIPMENT RACKNOT TO SCALE1-SAFETY DISCONNECTSWITCH MOUNTING DETAILNOT TO SCALE2-NO.2 GENERAL NOTES:1.NEC REQUIRED CLEARANCE FOR THE DISCONNECT.2.PROVIDE EXPANSION FITTINGS FOR ALL CONDUITS EXTENDED BELOW GRADE TOEQUIPMENT.3.FOR VAULT APPLICATIONS, MOUNT RACK TO THE SIDE WALLS OF THE VAULT.NO.2 NOTES BY SYMBOL " "1.COORDINATE FUSE SIZE WITH VALVE OPERATOR MANUFACTURER.2.RE: 8/E-101 FOR DETAIL.ANALOG CONDUCTORSPULL BOXDISCRETE CONDUCTORSPULL BOXEXPANSION FITTING 6"ABOVE GRADE FOR ALLCONDUITS316 SS SLOTTEDDOUBLECHANNEL (TYP)BACK FORMED OFSINGLE SHEET 10GALVSTEEL, TACK WELD TOTOP & SIDES AS REQ'DTOP & SIDESFORMED OF SINGLESHEET 10GALV STEEL3"MIN 6"2'-0"MIN2'-0"MIN 6"1"6"NO.4 GENERAL NOTES:1.ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.2.MOUNT HOOD BETWEEN INSTRUMENT AND MOUNTING BRACKET. DRILL HOLES IN HOOD ASPER MOUNTING HOLES FOR INSTRUMENTS.3.MOUNT INSTRUMENT WITH 1" AIR SPACE BETWEEN BACK OF INSTRUMENT AND SUNSHADE.INSTRUMENT2"6"INSTRUMENT SUNSHADE DETAILNOT TO SCALE4-316 SS CONTINUOUSPIANO HINGEDSUNSHIELD FLAPHSPS VFD CONTROLCONDUIT PENETRATION DETAILNOT TO SCALE5-NEMA 4X 316 STAINLESSSTEEL PULL BOXALUMINUM RIGIDCONDUIT316 STAINLESSSTEEL STRUTINTERIOR I-BEAM316 STAINLESSSTEEL STRUTCONDUIT STRAPALUMINUMRIGID CONDUITCONDUIT STRAPCONDUIT STRAPALUMINUMRIGID CONDUITCONDUIT STRAP316 STAINLESSSTEEL STRUTNEMA 4X 316STAINLESSSTEEL PULL BOX316 STAINLESSSTEEL STRUTHSPS EXTERIOR WALLLOW VOLTAGE CONDUIT(AS REQUIRED)CONDUITCLAMP316 STAINLESS STEEL P1000UNISTRUT (TYP)120V AND CONTROLS CABLETRAY480V POWER CABLE TRAYELEV. VARIESELEV. VARIESCONDUIT CLAMP316 STAINLESS STEEL P1000UNISTRUT (TYP)316 STAINLESS STEEL P1000UNISTRUT (TYP)4160V POWERCONDUIT(AS REQUIRED)316 STAINLESS STEEL P1000UNISTRUT (TYP)CABLE TRAY SUPPORTDETAIL SECTION VIEWNOT TO SCALE3-5'-0"MAX12"Ø 316 STAINLESS STEELTHREADED ROD4160V POWER CABLE TRAYELEV. VARIESCONDUIT CLAMP316 STAINLESS STEEL P1000UNISTRUT (TYP)316 STAINLESS STEEL P1000UNISTRUT (TYP)480V POWERCONDUIT(AS REQUIRED)12DISCONNECT MOUNTING ONCONCRETE SLAB/FOUNDATIONNOT TO SCALE6-NO.6 GENERAL NOTES:1.NEC REQUIRED CLEARANCE FOR THE DISCONNECT.NO.6 NOTES BY SYMBOL " "1.COORDINATE FUSE SIZE WITH VALVE OPERATOR MANUFACTURER.2.ANCHORS SHALL BE 1/2"DIA 316 STAINLESS STEEL KWIK BOLT IIIWITH 3 1/2" EMBEDMENT. DO NOT DAMAGE EXISTINGSTRUCTURE DURING ANCHOR INSTALLMENT.SET HEIGHT BETWEEN
4'-0"MIN TO 5'-6"MAX
TO ℄ OF DISCONNECTCONDUIT TORECEPTACLE1CONDUIT TO ELECTRICALDISTRIBUTION EQUIPMENTWP,GFIRECEPTACLE316 SS SLOTTEDDOUBLE CHANNEL (TYP)NEMA 4X 316 SS30A/3P/FUSEDISCONNECT SWITCHCONDUIT TO VALVESTRUT POST BASEW/316 SS ANCHORS2SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/12/2023 1:04 AM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC06.dwg Last Saved: 7/31/2023 10:51 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-MISC06.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC06.dwg
ELECTRICAL
.
DETAILS VIE-106POL
JTR
.
JWM 10-16-2023290
*
1" CHAMFER ALL AROUND TOP4000 PSI CONCRETE#3 SPIRAL @ 6" PITCH ONE FLATTURN T&B8 #8 VERTICALSPVC COATED RIGID CONDUITNON-SHRINK GROUTHEADED ANCHOR BOLTSPOLE GROUNDING LUGPOLE, RE: LIGHTING FIXTURESCHEDULE FOR TYPEWIRE MESH STRAIN RELIEFLIGHT FIXTURE, RE: LIGHTINGFIXTURE SCHEDULE FOR TYPESHROUDSHROUDHINGENO.1 NOTES BY SYMBOL " "1.ANCHOR BOLTS. SIZE, LENGTH, NUMBER ANDPATTERN PER MANUFACTURER'S DATA.NO.1 GENERAL NOTES:1.ALL BOLTS, WASHERS, NUTS AND OTHER FASTENERSSHALL BE 316 STAINLESS STEEL.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZINGAND PROVIDING ALL PULL BOXES AS REQUIRED BY THENATIONAL ELECTRICAL CODE.HINGED LIGHT POLE & BASENOT TO SCALE1-GRADEPROVIDE PULL BOXFOR TRANSITIONOF CONDUITANCHOR BOLTHEX NUTFLAT WASHERBASE PLATEFLAT WASHERHEX NUTGROUT WITHDRAIN OPTIONALLEVEL FOUNDATIONBOLT PROJECTION
3'-0"VERIFY W/STRUCTURAL 12'-0"3"POWER CABLE TO TOP3"x5"MIN HANDHOLE1 6"3"2'-6"DIADRILLEDSHAFT1"C.#8 AWG GROUNDEXOTHERMIC WELD3/4"DIAx10'-0" COPPER CLADSTEEL GROUND ROD2"C.SECTION A-AHEADED ANCHOR BOLTSAADOOR FRAME POWERTRANSFER DEVICEPOWER SUPPLY FOR PUSHBAR DOOR LATCHW/ELECTRIC RETRACTION3/4"C. W/CABLESAS SPECIFIED120VAC POWER CIRCUITHINGE SIDE OF DOORDOOR FRAMEFINISHED FLOORSINGLE EXTERIOR DOOR WITH ACCESSPUSH BAR DOOR LATCHWITH ELECTRIC LATCHRETRACTION4"x4" JUNCTION BOX1'-0"x1'-0" JUNCTION BOXTO TEL/COMM ROOM3/4"C. W/CABLES ASSPECIFIEDDOOR CONTACT,COORDINATE WITHDOOR HARDWARECARD READER, WALLMOUNTED ON UNSECURESIDE OF DOOR, 4'-0"AFFFINISHED CEILINGDOOR ACCESS CONTROL DETAILNOT TO SCALE2-SCHEDULE 40 PVC CONDUIT(TYP)#4 CONTINUOUS REBAR @EACH REBAR HOLE IN SPACER(MIN OF FOUR (4), TYP)#4 STIRRUP @ 1'-6"C/C MAXSPACERS @ 8'-0"O/C (TYP)BACKFILL & COMPACTW/SELECT MATERIAL3000 PSI CONCRETEENCASEMENTFINISHED GRADELOCATION TAPE(1'-0" BELOW GRADE)4"4"MIN 1'-6"MIN
NO.3 NOTES BY SYMBOL " "1.SELECT BACKFILL TO BE CLASS 4 EARTH FILL. FILL SHALL CONSIST OFMATERIALS WHICH ARE CLASSIFIED AS SP, SM, SC, CL OR DUALCLASSIFICATIONS THEREOF, WHICH HAVE A LIQUID LIMIT LESS THANOR EQUAL TO 35 AND A PLASTICITY INDEX OF A MINIMUM OF 4 ANDA MAXIMUM OF 15, WHICH ARE FREE OF ORGANIC MATERIALS.1NO.3 GENERAL NOTES:1.CONTRACTOR SHALL PROVIDE CHAIRS FOR REBAR ROUTED ALONGBOTTOM OF DUCT BANK TO VERIFY THAT REBAR IS FULLY ENCASEDWITH 4" OF CONCRETE.CONCRETE ENCASEDDUCT BANK DETAILNOT TO SCALE3-8"MIN
#4 REBAR DRIVEN INTO SOLIDEARTH FOR ANCHOR (TYP)#4/0 BARE TINNED COPPERGROUND1SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
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0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/23/2024 8:20 AM Plot By: 03823 Filename: N:\ELEC\EL-ALL-DT-MISC07.dwg Last Saved: 1/23/2024 8:18 AM Saved By: 03823Filename: N:\ELEC\EL-ALL-DT-MISC07.dwgACAD Rel: 24.2
BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
EL-ALL-DT-MISC07.dwg
ELECTRICAL
.
DETAILS VIIE-107.POL
JTR
.
JWM
1 CSP NO.2 8141-2 BID PACKAGE MPS 1/19/24
01-24-2024291
*
PLANSIDEWALK MARKINGS SHALL BEGROOVED 1/2" DEEP ON WIDTHOF SW CENTERS3/4" EXPANSION JOINTS AT 25'MAXIMUM INTERVALS5'-0" (TYP.)SIDE ELEVATION3/4" THICKNESS PRE MOLDED EXPANSION JOINT FILLER SPACED AT 25'-0"5"WIDTH OF SWWIDTH OF SWWIDTH OF SWWIDTH OF SW2" SANDCUSHION3/4" EXP. JT(PREMOLDED)EXPANSION JOINTSECTION3-# 4 SMOOTH BARS 18"LONG, ONE ENDASPHALTED WITHINEXPANSION CAP6"CLTOOLED EDGESCONCRETE SIDEWALKNOT TO SCALENOTES:1.JOINTS SHALL BE EQUALLY SPACED BETWEENSIDEWALK INTERSECTION JOINTS. REFERENCE PLANFOR INTERSECTION JOINTS#3 BARS@ 12" OCEWNO. 3 BARS@ 15" O.C.3,000 PSI CLASS BCONCRETE4:13'1'-6"6"TREATED SUBGRADE15"TT/2(#6@30") SMOOTH@ 24"DOWELPAINT AND OIL ONEEND OF DOWELHOT POURED RUBBERJOINT SEALING COMPOUNDDO NOT EXTEND SEALERABOVE PAVING SERVICEEXPANSION CAP,SLIP FITNOTES:1. FOR EXISTING PAVEMENT - DRILL AND EPOXY DOWEL IN PLACE.2. EXPANSION JOINTS SHALL BE 3/4" THICK FOR FULL DEPTH OFPAVEMENT AND SHALL INCLUDE GREASED 30" SMOOTH 3/4" DIA.DOWEL STEEL BARS WITH CAPS.3. NO DOWEL REQUIRED FOR BUILDINGS, EQUIPMENT PADS, ANDSTRUCTURES.PROPOSEDPAVEMENTBUILDING,EQUIPMENT PADS,STRUCTURES, ANDPAVEMENT, SEE NOTE3SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
10/13/2023
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 1/22/2024 11:59 AM Plot By: 02944 Filename: N:\IF\Drawings\1. General\CV-PL-ALL-PAVE DETAILS.dwg Last Saved: 1/22/2024 11:57 AM Saved By: 02944Filename: N:\IF\Drawings\1. General\CV-PL-ALL-PAVE DETAILS.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
CV-PL-ALL-PAVE DETAILS.dwg
STANARD DETAILS
CIVIL PAVING DETAILSSD-C-1.IDW
IDW
.
.12"-4500 PSI CLASS ACONCRETE12"12" FLEX BASE (TXDOT ITEM 247)12"#4 BARS AT 18" ON CENTERBOTH WAYS3' CONCRETE V BOTTOM SWALEN.T.S.4EXPANSION JOINT AT CONCRETEN.T.S.3DESNECIL REENIGNELANOISSEFORSTATEO
S
A
XETF
PISAAC D. WOOD
142408CONCRETE PAVING SECTIONSN.T.S.1SIDEWALK PAVINGN.T.S.21 CSP NO. 2 8141-2 BID PACKAGE IDW 01/22/24 11/22/2024292
*
6-#6 DOWELS TO GRADE
BEAM OR WALL
TOP EL =
SEE DRILLED
SHAFT SCHED
2"2 ADDITIONAL
TIES AT 3" OCDOWELEXTENSION
WHERE DEPTH OF BEAM OR WALL ALLOWS, PROVIDE
STRAIGHT DOWELS WITH DOWEL EXTENSION EQUAL
TO MIN LAP SPLICE LENGTH FROM TABLE ,
OTHERWISE PROVIDE HOOKED DOWELS WITH DOWEL
EXTENSION EQUAL TO TENSION EMBEDMENT LENGTH
LDH FROM TABLE
ROUGHEN TOP OF
PIER TO 1/4"
AMPLITUDE LAP SPLICE PER6/SD-S-4
6/SD-S-4.6/SD-S-4TYPE DRILLED SHAFT
DIA
(INCHES)
VERTICAL
BARS SPIRALS PENETRATION
(SEE NOTE 2)
(FT)
DRILLED SHAFT TYPE SCHEDULE
NOTE:
ROUND TIES THUS: MAY BE USED IN LIEU OF SPIRALS. BAR SIZE WILL REMAIN THE SAME
SPACING OF TIES SHALL BE 12" OC.
INCREASE DRILLED SHAFT
DIAMETER AS REQUIRED FOR
CASED HOLES TO ALLOW FOR
CASING
SPIRAL OR TIES AS
SCHEDULED. PROVIDE ONE
COMPLETE FLAT TURN TOP
AND BOTTOM
BEARING STRATUM (SEE
DRILLED PIER NOTES)
SEE DRILLED SHAFT
SCHEDULE FOR SHAFT
DIAMETER AND REINFORCING
NOTES:
1. SEE SPECS 31 63 29 FOR
ADDITIONAL DRILLED SHAFT
INFORMATION.
2. SEE "DRILLED SHAFTS"
NOTES ON SHEET G-S-2
DIA
SHAFT
ELEVATIONSEE SCHEDULEPENETRATION FORCASED DRILLED SHAFTPITCHFOR BIDDING PURPOSESEASTIMATED DEPTH TO BEARINGSTRATUM IS APPROXIMATELY 35'-0"EXISTING GRADE EL = SEE CIVIL
SEE PLAN FOR DRILLED SHAFT MARK AND SCHEDULE
FOR TOP OF SHAFT ELEVATION AND DETAIL
REFERENCE.BOTTOM OF CASINGFOR CASED DRILLED SHAFTS3"6" 3" CLRP1 24 (8)-#6 #3@12 12
ESTIMATED BEARING
STRATUM EL = 505.00
12-#7 X DOWELS
STD 90° HOOK
-TYP
TOC EL
VARIES
DRILLED SHAFT
-SEE SCHED
4" MUD SLAB
LAP SPLICE PERTOP OF
SHAFT EL=
SEE DRILLED
SHAFT SCHED
2 ADDITIONAL
TIES AT 3" OC
ROUGHEN TO OF
PIER TO 1/4"
AMPLITUDE 6/SD-S-4NON-EXPANSIVE
SELECT FILL - SEE
GENERAL NOTES
CONSTRUCTION JOINT WITHIN
MIDDLE THIRD OF SPAN
ELEVATION
BEAM REINFORCING
CONTINUOUS THROUGH
CONSTRUCTION JOINT
2 ADDITIONAL STIRRUPS
EACH SIDE OF JOINT
ADDN'L 4-#6 X 5'-0" @
JOINT
6"6"6"6"1/3 "D"1/3 "D"1/3 "D"OF BEAM"D" DEPTHSHEAR KEY
1 1/2" DEEP X 3 1/4" WIDE
NOTES:
1. FORM VOID SPACE WITH SOIL RETAINERS UNDER ALL STRUCTURAL CONCRETE DRILLED
SHAFT CAPS, PILASTERS, GRADE BEAMS, AND WALLS BELOW GRADE.
2. INSTALL SOIL RETAINERS IN STRICT ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS AND AS FOLLOWS:
A. PLACE BASE OF SOIL RETAINER IN A 3" DEEP TRENCH CUT IN UNDISTURBED SOIL OR
COMPACTED FILL.
B. STARTING AT END OF BEAM OR WALL PANEL, LAY BOTTOM FLANGE OF SOIL RETAINER IN
TRENCH AND PLACE VERTICAL AGAINST BEAM OR WALL PANEL. OVERLAP ENDS OF
ADJACENT SOIL RETAINERS 6" MIN. & SECURE TO BEAM OR WALL THROUGH OVERLAP.
C. CUT TO FIT ENDS OF BEAMS OR WALL PANELS. CUT LENGTHS LESS THAN 1'-0" IN
LENGTH SHALL NOT BE USED.
D. PLACE BACKFILL AS SPECIFIED AFTER COMPLETION OF SOIL RETAINER INSTALLATION.
TAKE NECESSARY PRECAUTIONS TO PROTECT SOIL RETAINERS FROM DAMAGE FROM
COMPACTION EQUIPMENT.
3. STORE RETAINERS FLAT AND PROTECTED FROM DIRECT SUNLIGHT TO AVOID WARPAGE.
4. IF CARTON FORMS ARE USED TO FORM THE VOID:
A. SEAL ALL ENDS AND JOINTS OF CARTON FORMS TO KEEP CONCRETE OUT.
B. AT DRILLED SHAFTS USE PREMANUFACTURED FORMS WITH CURVED ENDS. PLACE
FORMS SUCH THAT THEY DO NOT INTRUDE INTO THE AREA OF THE DRILLED SHAFT.
C. REPLACE CARTON FORMS THAT HAVE BEEN DAMAGED OR IF THEY BECOME SATURATED
AND WEAK. TAKE SPECIAL CARE TO PREVENT CRUSHING OF CARTON FORMS DURING
PLACEMENT OF REINFORCING AND CONCRETE.
5. SEE SPECIFICATION SECTION 03 11 00 FOR ADDITIONAL INFORMATION.
VOID SPACE
FORM UP BOTTOM OF BEAM AND
REMOVE FORMS BEFORE
BACKFILLING OR CAST
CONCRETE OVER CARTON
FORMS
1/2" THICK HIGH
DENSITY POLY
PROPYLENE (HDPP)
SOIL RETAINER
("BACKFILL RETAINER")
BY SUREVOID. REMOVE
ANY MUD SLAB AS
REQUIRED TO EMBED
INTO CLAY TO OBTAIN
FIRM SEATING 1'-0"MIN 3"MIN 5" 1'-8" MINSECURE SOIL RETAINER TO BEAM
OR WALL WITH ADHESIVE OR
FASTEN BY MECHANICAL MEANS @
18"OC A WASHER SHALL BE USED
WITH MECHANICAL FASTENERS AND
SHALL BE INSTALLED 5" (MIN.) FROM
BOTTOM OF BEAM OR WALL
EDGE OF BEAM
W1 W2
<12"3 1/2'
12"-16"5 1/2"
>16" 7 1/4"
2X (NOM - 1 1/2" ACTUAL)
SHEAR KEY @ 2'-0' OC - REF
TABLE FOR WIDTH (CHAMFER
SIDES OF 2X KEY FORM)
1 '-0 "
1 '-0 "
1 '-0 "W
1
W2
VOID FORMS
VAPOR RETARDER (WHERE REQUIRED)
OVER PROTECTION BOARD OVER VOID
FORMS
NOTES:
1. REPLACE VOID FORMS THAT HAVE BEEN DAMAGED OR IF THEY
BECOME SATURATED. TAKE SPECIAL CARE TO PREVENT CRUSHING
OF VOID FORMS DURING PLACEMENT OF REINFORCING AND
CONCRETE.
2. CONTRACTOR TO MONITOR AND LOG CALCULATED CONCRETE CUBIC
YARDAGE AND ACTUAL CUBIC YARDAGE PLACED FOR EACH
PLACEMENT TO IDENTIFY POTENTIAL COLLAPSED FORMS.
3. REFER TO SPECIFICATION SECTION 03100 FOR ADDITIONAL
INFORMATION.
MUD SLAB @
CONTRACTOR'S
OPTION(MINIMUM 4")
UNDISTURBED
SUBGRADE
1/4" FIBER BOARD
PROTECTION BOARD
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:17 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS ISD-S-1LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAIL INTS
2 TYPICAL PIER TO GRADE BEAM DOWEL DETAIL
NTS
1 TYPICAL DRILLED SHAFTS DETAIL
NTS
3 TYPICAL DRILLED SHAFT AT MAT SLAB DETAIL
NTS
4
TYPICAL GRADEBEAM
CONSTRUCTION JOINT DEATIL
NTS
5 TYPICAL FOUNDATION VOID SPACE DETAIL
NTS
6
TYPICAL ABOVE GRADE WALL
SHEAR KEY AT HORIZONTAL JOINT DETAIL
NTS
7 TYPICAL SLAB-ON-VOID DETAIL
NO.ISSUEBYDATE293
*
EXPOSED FACE OF WALL
ABOVE FINISH GRADE
FILL WITH DRY PACK NON-
SHRINK GROUT, SEE
NOTES
INSIDE OR WATER
SIDE OF WALL
USE CONICAL TYPE
INSERTS EACH FACE
WATERSTOP
NOTES:
1. THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE
APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE UNIFORM
IN EACH DIRECTION.
2. DRY PACK METHOD SHALL BE AS SPECIFIED USING STEEL TOOLS.
SPECIFIED, TYP
DEPTH OF CONE AS
GRADE OR PAVING
EL - SEE CIVIL
DRWGS
#4 DWL X
@ 18" OC
REINF
2-#5 T & B
#3 STIR @ 12"1'-6"3'-0"
SECTION "A"
12" THICK CONCRETE SLAB ON
PREPARED SUBGRADE -SEE "PAD
PREPARATION" NOTES ON SHEET G-S-2
#5 @ 10" EW
TOP & BOTSLOPE 1/8"/FTPROVIDE INTERIOR BEAM(S)
WHERE PAD DIM L OR W
EXCEEDS 15'-0"
SIM
NOTES:
1. THIS DTL APPLIES AT THE FOLLOWING UNO IN THE DRAWINGS:
A. SITE ELECTRICAL EQUIP PADS
B. SITE MECH EQUIP PADS
1. REFER TO ELEC/MECH DRWGS FOR EXACT SITE LOCATIONS OF
PADS.
2. COORD W/ EQUIP MFR FOR ANY OPNGS AND PENETRATIONS
REQ'D IN SITE PADS.
1' - 0"2'-0" MINL (COORD W/ EQUIP)
L/2 (10'-0" MAX)W (COORD W/ EQUIP)W/2 (10'-0" MAX)6" ±3/4" DIA x 1'-6" SMOOTH SS
DOWEL @ 12"OC DRILL @
EPOXY INTO EX PRECAST
W/ APPROVED ADHESIVE
(6" EMBED)
1" ISO JNT
W/ SEALANT FVMATCH EXEQEQ6"
EX PRECAST
CONC
NEW PRECAST
CONC
1" COMPRESSIBLE
PLUG
3/4" DIA x 12" PLASTIC
SLEEVE AS MANUFACTURED
BY GREENSTREAK, INC
1/2"Ø x 2'-0" SMOOTH
DOWEL @ 12"O.C. W/
GREASED SLEEVE & EXP.
CAP
SIDEWALK OR PAVING
- SEE CIVIL
3/4" EXPANSION JOINT
MATERIAL
NOTES:
1. TYP FOR ALL OPNGS IN CONC WALLS AND SLABS UNO ON PLANS.
2. DO NOT WELD REINF TO PIPE SLEEVES AND INSERTS.
3. FOR OPNGS LARGER THAN 4'-0", REINF SAME AS FOR 4'-0" OPNGS.
4. SPA @ 3 BAR DIAMETERS (OR 3" MIN) OC.
5. SPLICE PER TENSION LAP SPLICE DTL
6. INCREASE SIZE OF ADDN'L BARS TO PROVIDE EQ AREA AS NEEDED TO FIT WITHIN A DISTANCE OF 2 X WALL/SLAB THICKNESS FROM OPNG.
PROVIDE 2" MIN CLR BTWN BARS.
7. WHERE A SLAB OR INTERSECTING WALL CONNECTS WITHIN ONE WALL THICKNESS OF THE OPNGS ADDN'L BARS ON THAT SIDE MAY BE OMITTED.
#5 X 5'-0" EF, EACH CORNER.
PLACE INSIDE OF TYP WALL
REINF
EXTEND VERT BARS FULL
HEIGHT OF WALL
TYP SLAB OR WALL REINF
PROVIDE EXTRA BARS IN EF, EQ
TO AREA OF INTERRUPTED BARS
(1-#5 EF EACH SIDE MIN)
ADDN'L BARS, SAME
BAR DIA AS INTER-
RUPTED REINF
4-#5 DIAG AS
SHOWN FOR
OPENINGS LARGER
THAN 18" DIA
1/2 OF
INTERRUPTED STL
EA SIDE OF OPNG
@
PLAN OR ELEVATION 2'-6"2" CLR, TYP 2'-6"SPLICE PER DTLSPLICE PER DTL
1 1/2" CLEAR
6/SD-S-4 -TYP 6/SD-S-4 -TYP
6/SD-S-4.
D = BAR BEND DIAMETER
LDH = MIN TENSION EMBED
LENGTHS
DB = BAR DIA
D=6 DB #3 THROUGH #8
D=8 DB #9, #10, AND #11
D=10 DB #14 AND 18
PER DET
LDH
CJ2 1/2" MIN
4DB OR CJPER DET
LDH
ACI STD HOOK12DB6/SD-S-4 6/SD-S-4
D D
CONCRETE SLAB
OR WALL
2-#4 X 3'-0" @ ALL RE-ENTRANT
CORNERS NOT ALIGNED WITH
CONTROL JOINT. PLACE IN TOP
OF SLAB WITH 1" MIN CLEAR
6-#4 BARS @
6" OC 6'-0"CORNER BARS EACH
FACE TO MATCH TOP,
BOTTOM AND
INTERMEDIATE BARS IN
DISCONTINUOUS
MEMBER
NOTES:
1. MATCH SIZE, LOCATION AND NUMBER OF HORIZONTAL
BEAM AND WALL BARS, EXCEPT THAT WHERE THERE ARE
MORE THAN 2 TOP OR BOTTOM BARS, ONLY THE INSIDE
AND OUTSIDE BARS MUST BE MATCHED.
2. WHERE 90 DEGREE HOOKS ARE PROVIDED FOR TOP BARS
CORNER BARS MAY BE OMITTED AT TOP. WHERE 90 DEGREE
HOOKS ARE PROVIDED FOR BOTTOM BARS, CORNER BARS
MAY BE OMITTED AT BOTTOM.
STOP DETAILED
REINF. 2" SHORT OF
FORM TYPICAL
CORNER BARS
PLAN
CORNER BARS EACH FACE
TO MATCH SMALLER BAR
AT INTERSECTION.
PROVIDE CORNER BARS
SHOWN AT TOP, BOTTOM
AND INTERMEDIATE
HORIZONTAL BARS
EACH LEG TYPICAL
30 BAR DIAMETERS
EACH LEG TYPICAL30 BAR DIAMETERS100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:18 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS IISD-S-2LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS IINTS
4 TYPICAL FORM SNAP-TIE HOLE DETAIL
NTS
1
TYPICAL MECHANICAL OR ELECTRICAL YARD PAD
DETAIL
NTS
3 TYPICAL EX-TO-NEW PRECAST CONC CONNECTION
1 1/2" = 1'-0"
2
TYPICAL SIDEWALK/PAVING TO
STRUCTURE CONNECTION DETAIL
NTS
8
TYPICAL WALL AND SLAB OPENING REINFORCING
DETAIL
NTS
6 TYPICAL HOOKED BAR DETAIL
NTS
5 TYPICAL CORNER REINFORCING DETAIL
NTS
7 TYPICAL SLAB CORNER REINFORCING
3/4" = 1'-0"
9
TYPICAL CORNER BARS AT WALL
OR GRADE BEAM INTERSECTION DETAIL NO.ISSUEBYDATE294
*
#5 DIAG FOR LIQUID RETENTION
STRUCT. SPACING TO MATCH
INSIDE FACE HORIZ BARS
#5 DIAG FOR LIQUID RETENTION
STRUCT. SPACING TO MATCH
INSIDE FACE HORIZ BARS
CORNERINTERSECTION
NOTES:
1. CORNER AND INTERSECTING REINF
SHALL MATCH SIZE AND SPACING OF
WALL REINF
2. HORIZ BARS ARE IN SAME PLANE
DTL
SPLICE PER
STD HOOK
-TYP
STD HK
DTL
SPLICE PER
DTL SPLICE PERDTL SPLICE PER-TYP
1' - 0"6/SD-S-46/SD-S-46/SD-S-4
6/SD-S-4
SPLICEPLAN
NOTES:
1. COORDINATE CJ LOCS AND TIME BETWEEN CONC POURS WITH
SPEC 3300.
2. LOCATE WALL CJ AS SHOWN, UNO.
VERTICAL CJ,
SEE CJ SPACINGS40'-0" MAX
CJ SPACING
20'-0" MAX
10'-0" MIN
CJ SPACING
40'-0" MAX
10'-0" MIN20'-0" MAX10'-0" MIN20'-0" MAXCJ SPACING40'-0" MAX10'-0" MIN
20'-0" MAX 20'-0" MAX
10'-0" MIN
1/SD-S-3 -TYP
F-APPROXIMATE
NO OF RIBS EA
SIDE EF OF WSC-MIN STEM
THICKNESS @
OUTSIDE
B-MIN STEM
THICKNESS @
CTR BULB
E-MIN BULB
THICKNESS
NOTES:
1. MATERIAL QUALITY PER SPECIFICATIONS SECTION 03251.
2. DIM REQUIREMENTS INDICATED SHOULD BE GIVEN TO SUPPLIERS PRIOR TO PLACING ORDERS.
3. NON-ROUND CENTER BULBS SHALL HAVE A MIN OUTSIDE DIM OF "D".
4. SPLICING AT CORNERS AND INTERSECTIONS SHALL BE MADE PER MANUFACTURER
RECOMMENDATIONS TO PROVIDE CONTINUOUS WATERTIGHT SEAL.
5. WHERE WATERSTOP IS PLACED ACROSS AN EXPANSION JOINT, WATERSTOP SHALL BE
PROVIDED WITH CENTER BULB CAPABLE OF MOVING WITH THE EXPANSION JOINT MOVEMENT.
6. 6" WATERSTOPS SHALL BE USED IN TYPICAL CONDITIONS UNLESS NOTED OTHERWISE. 9"
WATERSTOPS SHALL BE USED AT EXPANSION JOINTS IN WALLS AND SLABS.
9"X3/8"9" 1" 8"
SIZE
6"X3/8"6"
A B
3/8"
3/8" 3/8"
3/8"
C D
7/8"
1/4"
1/4"
E F
6"
A
DIAMETER
D-CENTER
BULB OUTSIDE
ALL RIBS, -TYP1/8" PROJECTION 5/32 -TYP
WET SIDE
T ≤ 12"T > 12"
JOINTS WITHOUT WATERSTOPS
WATERTIGHT JOINTS
WALLS TO SOFFIT (HORIZ)BASE OF WALLS (HORIZ)
SLABS (VERT)
WALLS (HORIZ & VERT)
WALLS (HORIZ & VERT)
BASE OF WALLS (HORIZ)SLABS (VERT)
3/8"W X 3/4"D FORMED OR
TOOLED JOINT.
FILL JOINT W/ SEALANT
PER SPECS.
PVC WATERSTOP
PVC WATERSTOP
PVC WATERSTOP
PVC WATERSTOP
PVC WATERSTOP
NOTE:
1. REINFORCING STEEL IS TO BE
CONTINUOUS ACROSS ALL
CONSTRUCTION JOINTS. ALL
WATERSTOPS SHALL BE AS INDICATED
ON STRUCTURAL DRAWINGS.
MATERIALS AS DESCRIBED IN
SPECIFICATIONS.
2. WATERSTOPS SHALL BE 4"V PVC
WS UNO.
T ≤ 12"T > 12"TT/3T/3T/3T/3 T/3 T/3
T
T/3 T/3 T/3
T
T/3 T/3 T/3
T
T/3 T/3 T/3
T
1/2 DETAILEDBAR SPACING 1 1/2"T
T/3 T/3 T/3
T/3 T/3 T/3
T
PVC WATERSTOPT/3T/3T/3TT/3T/3T/3T 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 3 1/2" 3 1/2" 1 1/2" 1 1/2" 1 1/2"
PROVIDE STD. HOOK FOR
TOP & BOT. BARS AT END SPAN
OR AT DISCONTINUOUS ENDS
TOP, BOTTOM, & SIDE
BARS AS DETAILED
OR SCHEDULED
CONCRETE PIER - SEE PLAN
38 BAR DIA. SPLICE FOR
BOTTOM BARS AT SUPPORT
U.N.O.
38 BAR DIA. SPLICE
FOR TOP & SIDE
BARS AT MIDSPAN
U.N.O.
NOTES:
1.BAR SPLICE LENGTHS SHALL BE
AS INDICATED UNLESS SCHEDULED OR
NOTED OTHERWISE.
2.INCREASE ALL LAP LENGTHS BY 25% @
75 ksi REINF. BARS -TYP.
DO NOT SPLICE TOP
BARS IN CANTILEVER
STIRRUP SPA.
AS INDICATED
TYP. EA.
SPAN
SPAN
CANTILEVER
STIRRUP SPA.
AS INDICATED
ELEVATION
CL
2"
CL
2"
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:18 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS IIISD-S-3LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS IIINTS
2
TYPCAL WALL CORNER AND INTERSECTING
REINFORCING DETAIL
NTS
3
TYPICAL WALL CONSTRUCTION JOINT SPACING
DETAIL
NTS
4 TYPICAL WATERSTOP DETAIL
NTS
1 TYPICAL CONSTRUCTION JOINTS DETAIL
3/4" = 1'-0"
5 TYPICAL GRADE BEAM REINFORCING DETAIL NO.ISSUEBYDATE295
*
DOWEL SIZE MIN EDGE DIST MIN EMBEDMENT "A"MIN EMBEDMENT "B"
FACE OF
EXISTING WALL
OR SLAB
NEW WALL OR SLAB
POURED NORMAL TO
EXIST
NEW WALL OR SLAB
EXTENSION PARALLEL
TO EXIST
END OF EXIST WALL
OR SLAB
REBAR DWLS, SEE
DWGS FOR SIZE &
SPACING
ADH DWL*
EXIST REINF
EXISTING REINF
#3
#4
#5
#6
#7
#8
2"
2 1/2"
3"
4"
5"
6"
3 1/2"
5"
6 1/2"
9"
10 1/2"
12"
6"
8"
10"
13"
16"
19"
NOTE:
1. CONFORM TO THE REQUIREMENTS OF SPECIFICATION SECTION 03200, CONCRETE
REINFORCEMENT.
2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
3. USE MIN EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S MIN RECOMMENDED
EMBEDMENT IF GREATER.
4. "*" LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON
DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE
ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.TMIN EMBED "B"STD LAPLENGTH SEE -ADH DOWEL*
MIN. EMBED "A"
SEE
STD LAP
LENGTH
6/SD-S-46/SD-S-4
6"MIN EDGE
DISTANCE -HOLE DIA AS RECOMMENDED BY
ADH MFR T/2EXIST CONC OR
MASONRY
CLEAN HOLE WITH WATER OR AIR
PER MFR'S INSTRUCTIONS. FILL W/
SPEC ANCHORING ADH
SEE SECTIONS FOR
ANCHOR DIA & GRADE
ANCHOR INSTALLATION INFORMATION
ANCHOR DIAMETER 1/2" 5/8" 3/4"
11/16"HOLE DIAMETER 9/16" 13/16"
EMBEDMENT FOR SS,
A307 OR A36 THRD ROD
HIT-TZ
4 1/4"
3 1/2"
5 1/2"
4"
6 3/4"
5 1/4"
MAX. TORQUE (FT LBS)
SS, A307, A36 THRD ROD
HIT-TZ
30
20
75
50
150
105
SEE SCHED
EMBEDMENT
ADHESIVE ANCHOR NOTES
1. ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING:
- HILTI "HIT RE-500 V3 ADHESIVE
- SIMPSON "SET-XP" ADHESIVE
2. LOCATE EXISTING REINFORCING STEEL IN THE CONCRETE USING NON-DESTRUCTIVE
METHODS AND POSITION ANCHOR LOCATIONS TO AVOID CONFLICTS WITH EXISTING
REINFORCING. ANCHOR LOCATIONS CAN BE ADJUSTED BY A MAXIMUM OF 1 1/2" FROM
DETAILED LOCATIONS TO AVOID CONFLICTS, UNLESS NOTED OTHERWISE.
3. BASED ON FIELD VERIFIED LOCATIONS OF REINFORCING STEEL AND EMBEDDED ITEMS, THE
CONTRACTOR SHALL CREATE TEMPLATES FOR EACH ANCHOR GROUP.
4. ALL DEBRIS SHALL BE BLOWN OUT OF THE HOLES WITH COMPRESSED AIR AFTER DRILLING.
(NOT REQUIRED FOR "HIT-TZ" ANCHORS).
5. ALL ABANDONED HOLES SHALL BE FILLED WITH NONSHRINK GROUT.
6. HOLES IN CONNECTION PLATES SHALL BE NO MORE THAN 1/16" LARGER THAN THE ANCHOR
DIAMETER. IF LARGER HOLES ARE REQUIRED FOR ERECTION PURPOSES, PROVIDE 1/4" X 3" X
3" PLATE WASHERS CONTINUOUSLY WELDED TO THE CONNECTION PLATE.
3/4" CHAMFER
3/4" CHAMFER
#3 @ 24" OC
4-#3 CONT
1-#3 CONT
#3 ADH DWL @ 24"
AROUND PERIMETER OF
PAD
ROUGHEN FLOOR
SLAB
ROUGHEN FLOOR
SLAB
NEW OR EX SLABSEE PLAN8" MAX
MORE THAN 8"CLR 1 1/2"SEE PLANTYPE A
CONSTRUCTION JOINT
LEAVE ROUGH AND CLEAN
2-#4 @ 3"
SPA OUTSIDE
OF AB
SUSPENDED SLAB OR SLAB
ON GRADE, FOR THICKNESS,
SEE PLANS
ANCHOR BOLT SLEEVES AS
REQ'D, TYP
EQUIPMENT BASE
1 1/2" FLUID
NON-SHRINK
GROUT, TYP
TYPE 316 SS ANCHOR
BOLT SIZE & LOCATION
BY EQUIP SUPPLIER
TOOLED EDGE (3/4")
3/4" CHAMFER
TYPE B
ROUGHEN FLOOR
SLAB
#4 X 6" @ 24" AROUND
PERIMETER OF PAD
#4 @ 12" EA WAY
HOUSEKEEPING PAD
WHICHEVER APPLICABLEMIN 1 1/2"DWGSCOORD W/M-SERIESCLR 1 1/2"COORDW/ MECHINERTIA PAD SUPPORTS
MIN 6" LARGER ALL
AROUND THAN EQPMT OR
#5 @ 9" OC
USE ADH DOWELS AT
EXISTING
CONSTRUCTION
STD HOOK
USE ADH DOWELS AT
EXISTING
CONSTRUCTION
FOOTNOTES:
1. TOP BARS ARE HORIZ BARS SO THAT MORE THAN 12" OF CONC IS CAST IN THE MEMBER
BELOW THE BAR. HORIZ BARS IN WALLS ARE TO BE PROVIDED WITH LAPS AS REQ'D FOR TOP
BARS.
2. EXCEPT AS OTHERWISE INDICATED ON THE DRWGS, TENSION LAP SPLICE LENGTHS AND
TENSION EMBEDMENT LENGTHS LDH FOR STANDARD AND END HOOKS SHALL BE NO LESS
THAN (NO MINUS TOLERANCE) SHOWN ON THIS SHEET.
3. LAP SPLICES SHALL NOT BE MADE AT POINTS OF MAX STRESS AS DETERMINED BY THE ENGR
AND SHALL NOT BE SPACED CLOSER THAN 6" OC.
(INCHES)
** TOP BARS
MIN EMBEDMENT
LENGTH
(INCHES)
OTHER BARS
(INCHES)
* TOP BARS
(INCHES)
STANDARD END HOOK
TENSION EMBEDMENT
LENGTHS LDH FOR
20
18
16
14
12
8
7
MIN LAP SPLICE
LENGTHS
54
45
42
31
24
20
16
76
63
54
40
32
25
18
(INCHES)
OTHER BARS
41
33
29
22
18
15
12
#9
#8
#7
#6
#5
#4
#3
BAR SIZE
57
46
40
28
23
18
14
#3 BARS
6"#5 @ 12" EW,
CENTERED
CONC SLAB
(EX OR NEW)
ALTERNATE
DIRECTION
NOTES:
1. WIDTH "B" OF SADDLE
B = 6" WHEN D<24"
B = 10" WHEN 42">D>24"
B = 12" WHEN D>42"
2. FOR "B"=10" OR THICKER, USE 2 LAYERS
OF REINF, TURN HORIZ BARS 90 DEG. TO
HOOK AROUND VERTS
1 1/2" CLR OF CONCRETE.
3. FORM 3/4" BEV ON ALL EXPOSED
CORNERS OF SUPT.
4. USE ADH DOWELS FOR SUPPORT ON EX
CONC SLAB
FOR EL, SEE MECH DWGS
BOND BREAKER PAD (2
LAYERS 30# FELT)
#5 @ 12" MAX VERT SPACING
6"
WIDTH "B" OF
SADDLE, SEE NOTES
BELOW
#5 @ 12" MAX,
EXTEND TO 1 1/2"
CLR @ TOCVARIESD/42"-TYP
2" CLR
1 1/2"'D''B''B'"B"SECTION
ELEVATION
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:19 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS IVSD-S-4LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS IVNTS
2 TYPICAL ADHESIVE DOWELS DETAIL
NTS
3
TYPICAL ADHESIVE ANCHOR FOR SOLID & GROUTED
MASONRY AND CONCRETE DETAIL
NTS
5 TYPICAL CONCRETE CURB DETAIL
NTS
1 TYPICAL EQUIPMENT PAD DETAIL
NTS
6
TYPICAL TENSION LAP SPLICE
AND EMBEDMENT LENGTH DETAIL
NTS
4 TYPICAL CONCRETE PIPE SUPPORT DETAIL NO.ISSUEBYDATE296
*
1"CUT EXIST ANCHOR TO 1" BELOW
TOC AND FILL VOID WITH EPOXY
PASTE PER 03 74 00
EX CONC
CONSTRUCTION
GRIND/DRILL REINF BACK
1" BEYOND FACE OF
DEMOLITION
EX REINF
STEP 1 STEP 2
FILL RESULTING VOID
WITH EPOXY PASTE
1/2" THICK EPOXY PASTE RUB
APPLICATION AT EXPOSED DEMO
SURFACE. CONTRACTOR SHALL
ACCOUNT FOR GROUT THICKNESS
DURING DEMOLITION TO ACHIEVE
SPECIFIED DIMENSIONS.FACE OF CONCDEMOLITION1"
1"1/2"EX CONC
PRE-COMPRESSED,
IMPREGNATED FOAM
SEALANT
EXISTING CONC
PRE-COMPRESSED FOAM SEALANT:
1. PRE-COMPRESSED FOAM SEALANT SHALL BE A PREFORMED EXPANDING
FOAM SEALANT PRODUCED BY IMPREGNATING PERMANENTLY ELASTIC,
HIGH-DENSITY, OPEN-CELL POLYURETHANE FOAM WITH WATER-BASED,
POLYMER-MODIFIED ASPHALT. MATERIAL SHALL BE PRECOMPRESSED TO
20% OF THE MATERIAL'S ORIGINAL UNCOMPRESSED DIMENSION.
2. ALL JOINT SURFACES SHALL BE FREE FROM GROSS IRREGULARITIES,
LOOSE PARTICLES, FOREIGN MATTER SUCH AS DIRT, DUST, ICE, SNOW, OR
WATER, COATINGS SUCH AS OIL, GREASE, OR CURING COMPOUND
RESIDUES, AND ANY OTHER FOREIGN MATTER THAT MAY PREVENT BOND.
CLEANING AND PREPARATION OF JOINT SURFACES SHALL BE
ACCOMPLISHED BY MECHANICAL MEANS.
3. MIX AND APPLY EPOXY PRIMER TO THE JOINT SURFACES AND INSTALL
EXPANSION JOINT SEALS PER MANUFACTURER'S INSTRUCTIONS.
4. MANUFACTURER'S REPRESENTATIVE SHALL REVIEW JOINT AFTER SURFACE
PREPARATION AND PRIOR TO SEAL INSTALLATION, AND SHALL OBSERVE
INITIAL INSTALLATION OF SEAL TO CONFIRM CONTRACTOR IS COMPLYING
WITH MANUFACTURER'S INSTRUCTIONS.
5. EXPANSION JOINT SEALS SHALL BE 20H SYSTEM BY EMSEAL JOINT
SYSTEMS, LTD. OR APPROVED EQUAL.
6. SUBMITTAL: SUBMIT MANUFACTURER'S DATA SHEETS AND INSTALLATION
INSTRUCTIONS FOR REVIEW.
7. REFER TO SPEC. SECTION 03 01 30 FOR ADDITIONAL INFORMATION.
1" FV
2-COMPONENT
POLYURETHANE
JOINT SEALANT
COMPLETELY REMOVE ALL
EXISTING SEALANT
MATERIAL, BACKER ROD,
ETC; CLEAN SIDES OF JOINT
AS REQ'D BY MAT'L MFR
JOINT SEALANT
1. JOINT SEALANT SHALL BE 2-COMPONENT, PREMIUM GRADE, POLYURETHANE-BASE,
ELASTOMETRIC SEALANT WITH A CHEMICAL CURE. SEALANT SHALL HAVE A SELF-
LEVELING CONSISTENCY IN HORIZONTAL APPLICATIONS.
2. CRACKS SHALL BE ROUTED WITH A V-SHAPED BLADE, OR TO A MINIMUM DIMENSION
OF 1/4 IN. BY 1/4 IN. JOINT WALLS SHALL BE FREE OF OIL, GREASE, CURING
COMPOUND RESIDUES, AND ANY OTHER FOREIGN MATTER THAT MAY PREVENT
BOND. CLEANING AND PREPARATION OF JOINT SURFACES SHALL BE ACCOMPLISHED
BY MECHANICAL MEANS.
3. ALL JOINT SURFACES SHALL BE CLEAN, SOUND AND FROST-FREE.
4. BOND BREAKER TAPE, BACKER ROD OR OTHER APPROVED METHOD SHALL BE USED
IN BOTTOM OF JOINT TO PREVENT BOND.
5. POUR OR EXTRUDE SEALANT IN ONE DIRECTION AND ALLOW TO FLOW AND LEVEL AS
NECESSARY. PLACE NOZZLE OF GUN INTO BOTTOM OF JOINT AND FILL ENTIRE JOINT.
KEEP THE NOZZLE DEEP IN THE SEALANT AND CONTINUE WITH STEADY FLOW OF
SEALANT PRECEDING NOZZLE TO AVOID AIR ENTRAPMENT. DO NOT OVERLAP
SEALANT. TOOL JOINT SURFACE AS REQUIRED.
6. JOINT SEALANT SHALL BE SIKAFLEX 2C SL (SELF-LEVELING) OR SIKAFLEX 2C NS (NON-
SAG) BY SIKA CORP. OR APPROVED EQUAL.
7. SUBMITTALS: SUBMIT MANUFACTURER'S DATA SHEETS AND APPLICATION
INSTRUCTIONS FOR REVIEW.
JOINT SEALANT
CLOSED CELL
BACKER ROD
SECTION @ CONTROL JOINTMIN)W/2 (1/4"1± CONTROL JT (FV)
EXISTING CONC
LINE OF SPALLED
CONC, REMOVE
ALL LOOSE AND
UNSOUND CONC
BUILD-OUT SURFACE
TO PROVIDE 1" OF
REPAIR MORTAR COVER
OVER REINF STL
-REFER TO "CONCRETE
REPAIR MORTAR" NOTES
ON 1/SD-S-5
4D D 4D IF MORE THAN 1/2
THE CIRCUMFERENCE
OF THE REINF BAR
IS EXPOSED, CHIP
BEHIND BAR
MIN 3/4"MIN1"EXISTING REINF
STEEL, CLEAN &
COAT EXPOSED
STEEL USING
ANTI-CORROSION
COATING
REPAIR MORTAR
SAWCUT EDGE
BONDING AGENT ON
ALL SURFACESEXISTING REINFORCING
STEEL; COAT EXPOSED
SECTION
CONCRETE REPAIR MORTAR FOR REPAIR OF SPALLED CONCRETE:
1. CONCRETE REPAIR MORTAR SHALL BE A POLYMER MODIFIED, CEMENTITIOUS
PRODUCT EQUAL TO THE FOLLOWING:
A. HORIZONTAL APPLICATIONS: "SIKATOP 122 PLUS" REPAIR MORTAR AS
MANUFACTURED BY THE SIKA CORPORATION, LYNDHURST, NEW JERSEY.
B. OVERHEAD OR VERTICAL APPLICATIONS: "SIKATOP 123 PLUS" NON-SAG MORTAR
AS MANUFACTURED BY THE SIKA CORPORATION, LYNDHURST, NEW JERSEY.
2. ALL SURFACES TO WHICH CONCRETE IS TO BE APPLIED SHALL HAVE ALL LOOSE AND
UNSOUND MATERIAL REMOVED. SURFACE PREPARATION SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM PROVIDE A 1/16"
SURFACE PROFILE (CSP-5) PER ICRI GUIDELINE 310.1R-2008 (FORMERLY 03730).
3. IF MORE THAN ONE HALF THE CIRCUMFERENCE OF A REINFORCING BAR IS EXPOSED,
CHIP BEHIND BAR MIN. 3/4"
4. WIREBRUSH, POWER TOOL BRUSH, OR SANDBLAST ANY EXPOSED RUSTED
REINFORCING STEEL TO REMOVE LOOSE RUST. COAT EXPOSE STEEL USING ANTI-
CORROSION COATING, SIKA ARMATEC 110 EPOCEM OR EQUIVALENT AS DETERMINED
BY ENGINEER.
5. AT PERIMETER OF AREA TO BE REPAIRED, SAWCUT THE EXISTING CONCRETE TO A
MINIMUM DEPTH OF 1/4". DO NOT FEATHER REPAIR MORTAR AT EDGES.
6. COMPLY WITH ALL HANDLING, MIXING, PLACING AND CURING REQUIREMENTS AS
SPECIFIED BY THE REPAIR MORTAR MANUFACTURER.
7. EXTEND MORTAR WITH 3/8" CLEAN PEA GRAVEL AGGREGATE WHERE THICKNESS OF
REPAIR EXCEEDS 1" AND AS REQUIRED BY PRODUCT SPECIFICATIONS.
8. APPLY SCRUB COAT OF REPAIR MORTAR TO SATURATED SURFACE DRY CONCRETE IN
ACCORDANCE WITH PRODUCT SPECIFICATIONS. AS ALTERNATE TO SCRUB COAT,
CONTRACTOR MAY APPLY ONE COAT OF SIKA ARMATEC 110 BONDING AGENT IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
9. FINISH CONCRETE REPAIR MORTAR TEXTURE TO MATCH TEXTURE OF SURROUNDING
CONCRETE.
10. CONTRACTOR SHALL BE CERTIFIED BY THE MANUFACTURER FOR THE APPLICATION
OF PRODUCT.
11. REFER TO SPEC. SECTION 03 01 30 FOR ADDITIONAL INFORMATION.3/4" MIN WHEREBARS ARE EXPOSEDAFTER INJECTION, ROUT
AND SEAL CRACK ON
WATER CONTAINING
SIDE OF WALL USING
FLEXIBLE SEALANT
DRILL INJECTION
HOLE AT A 45 ANGLE
EXISTING
CONC
WALL PLAN OR SLAB SECTION
CRACK TO BE
INJECTED
WALL ELEVATION OR SLAB PLAN
PRESSURE INJECTED URETHANE GROUT:
1. EXPANDING POLYURETHANE GROUT SHALL BE IN ACCORDANCE WITH SPECIFICATION
SECTION 03 01 30.
2. GROUT SHALL BE LOW-VISCOSITY, HYDROPHOBIC POLYURETHANE, FLEXIBLE WHEN
CURED, AND DESIGNED FOR USE IN HAIRLINE CRACKS. POLYURETHANE GROUTS
OFFERED BY THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE:
3. ALL SURFACES OF CRACKS TO RECEIVE URETHANE GROUT SHALL BE FREE OF ALL
LOOSE AND UNSOUND MATERIAL, OIL, GREASE, WAX, OR OTHER BOND INHIBITING
AGENTS. USE SANDBLAST OR WATERBLAST TO CLEAN SURFACE. ACID ETCHING SHALL
NOT BE USED. SEAL FACE OF CRACKS USING EPOXY PASTE ADHESIVE.
4. DRILL AND INSTALL INJECTION PORTS (PACKERS) AT A 45 DEGREE ANGLE TO THE
SURFACE IN ORDER TO INTERSECT THE CRACK AT THE MID-DEPTH OF THE STRUCTURAL
MEMBER. STAGGER HOLES ON OPPOSITE SIDES OF THE CRACK. PORT SPACING IS
DEPENDENT UPON CRACK WIDTH, AND MAY VARY FROM 6" TO 24".
5. FLUSH CRACKS WITH CLEAN WATER PRIOR TO PRESSURE INJECTION WITH URETHANE
GROUT. IF WATER DOES NOT TRAVEL TO ADJACENT PORTS, DRILL AND PORT
ADDITIONAL HOLES.
6. BEGIN INJECTION OF URETHANE GROUT AT THE INJECTION PORT OF LOWEST ELEVATION
OR AT ONE END OF HORIZONTAL CRACK. INJECT GROUT IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNTIL ENTIRE CRACK IS FILLED.
7. FOLLOW URETHANE GROUT INJECTION WITH WATER INJECTION AS RECOMMENDED BY
MANUFACTURER.
8. ANY INJECTED CRACK THAT CONTINUES TO EXHIBIT SIGNS OF LEAKS OR SEEPAGE SHALL
BE RE-INJECTED.
9. AFTER COMPLETION OF INJECTION, REMOVE EXCESS GROUT AND ALL INJECTION PORTS,
SLEEVES, ETC. CLEAN AND PATCH HOLES USING NON-SHRINK GROUT. GRIND SURFACE
SEALER FLUSH WITH SURROUNDING CONCRETE.
10. ROUT AND SEAL FACE OF CRACK ON WATER-CONTAINING SIDE OF WALL USING FLEXIBLE
SEALANT. IN CASE OF CONFLICT BETWEEN THE REPAIR MATERIAL MANUFACTURER'S
APPLICATION GUIDELINES AND THE NOTES PROVIDED ABOVE, THE MANUFACTURER'S
GUIDELINES SHALL GOVERN.
11. THE NOTES PROVIDED ABOVE ARE FOR GENERAL INFORMATION ONLY.= TWALLTHICKNESST/2 T/2
STAGGER HOLES ON
OPPOSITE SIDES OF
THE CRACK
BEGIN INJECTION AT
LOWEST POINT OF
VERTICAL JOINT, OR AT
ONE END OF HORIZ JOINT
T/2 T/2
TT100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:20 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS VSD-S-5LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS VNTS
6 TYPICAL ABANDONED ANCHORAGE REPAIR
NTS
8 TYPICAL CONCRETE DEMOLITION REPAIR
NTS
3 TYPICALN EXPANSION JOINT REPAIR
NTS
2 TYPICAL CONCRETE CONTROL JOINT REPAIR DETAIL
NTS
5 TYPICAL EXPOSED REBAR REPAIR DETAIL
NTS
1 TYPICAL MORTAR REPAIR DETAIL
NTS
4 TYPICAL CRACK INJECTION REPAIR DETAIL
NO.ISSUEBYDATE297
*
NEW CONC
DRY FACE
NOTES:
1. WAIT UNTIL NEW CONC MIN 28 DAYS OLD PRIOR TO GROUTING
GROOVE.
2. ROUGHEN AND CLEAN SURFACES OF GROOVE WITH POWER
WIRE BRUSH OR SANDBLASTING.
3. SATURATE AREA FOR 24 HOURS PRIOR TO
4. DRY PACK WITH TYPE II NON-SHRINK GROUT.
5. USE STL HAMMER AND STL TOOL TO DENSELY PACK GROUT
INTO GROOVE.
6. WATER CURE GROUT FOR 4 DAYS MINIMUM.
CONT HYD WS, BOND IN PLACE AS
RECOMMENDED BY MFR
EXIST CONC
WET FACE OF WALL OR SLAB (INT -
WATER HOLDING STRUCTS) (EXT -
DRY BELOW GR STRUCTS)
FORMED CONT GROOVE,
SEE NOTES
FOR CONNECTION OF NEW
CONC TO EXIST, SEE PLANS
3/4"
1/2" 1" 3" MINDRY FACE
WALL - PLAN
DRY FACE
SEE NOTES ABOVE
EXISTING
WET FACE
SLAB - SECTION
WET FACE OF WALL
OR SLAB (INT -
WATER HOLDING
STRUCTS) (EXT -
DRY BELOW GR
STRUCTS)
ROUGHEN
SURFACE OF EXIST
CONC TO FULL 1/4"
AMPLITUDE AND
CLEAN
ADH ANCHOR INTO EXIST
CONC, #6x4'-0" @ 12" OC (10"
EMBED) TYP UNO ON PLANS OR
SECTIONS
SAW-CUT SURFACES OF CONC TO 3/4"
DEPTH THEN CHIP TO REMOVE 3/4" X
CONT KEYWAY FULL DEPTH OF
SLAB. USE CARE NOT TO DAMAGE
EXIST REINF
FOR ALL WATER HOLDING AND DRY
BELOW GR STRUCTS, SEE
3/4" BRG3/4" T T/2TT/25/SD-S-6
ROUGHEN SURFACE OF EXIST
SLAB OPNG TO FULL 1/4" MIN.
AMPLITUDE CLEAN AND SOAK
PRIOR TO POURING CONC FILL
#5 DWL, CENTER IN SLAB, @ 8" SPA
ALL AROUND PERIMETER OF OPNG.
DRILL AND EPOXY INTO EXIST CONC.
(3 ANCHORS MIN. EA. SIDE OF OPNG)
SEE DET
CURE CONC AS SPEC'D FOR
PATCHING. DO NOT REMOVE
SUPPORTING FORMS AND DO NOT
LOAD UNTIL CONC ATTAINS FULL
28 DAY DESIGN STRENGTH
#5 @ 12" E.W. T
& B,
-TYP
EXISTING STRUCTURED
SLAB
SLAB THICKNESS TO MATCH
EXIST (6" MIN)
SLAB OPENING
5'-0" MAX
CLR3/4" CLR 1 1/2"2/SD-S-4
CONT FORMED GROOVE WITH
SEALANT
6" PVC WS (STYLE NO 609
MFD BY GREENSTREAK, INC)
INSTALL WS ON A BED OF EPOXY
AND ANCHOR TO EX CONC
SURFACE PER MFR
RECOMMENDATION USING 316 SS
ADHESIVE ANCHORS
STD HOOK
SEE SECTIONS
FOR PRIMARY
WALL REINF
DOWELS TO MATCH SIZE
AND SPACING OF WALL
REINF UNO ALTERNATE
SPLICE LOC BY 2'-0" PER
ELEVATION THIS DETAIL
WATERSTOP
SECTION
ELEVATIONSPLICE PERSPLICE 2'-0"6/SD-S-41
SD-S-3
DOWELS
SECTION
ELEVATION
#5 @ 12" EW W/
2- #5 @ 3" T&B &
EA SIDE OF PIPE
#5 HOOP X
PIPE OD +4"
1/4" X 1" HYD WS BONDED TO
EXIST CONC (CONT ALL AROUND
OPNG)
EXIST WALL REINF
SEE
FORM 1/2" X 3/4" X 1"
DEEP RECESS FOR DRY
PACK GROUT, ALL
AROUND
ROUGHEN SURFACE
WATERSIDE OF WALL
BACKFILLED SIDE
OF WALL
CONC CLOSURE
COLLAR
#5 12" DOWELS @ 12"
MAX SPA ALL AROUND
PERIMETER OF CLOSURE
COLLAR. DRILL & EPOXY
GROUT 5 1/2" MIN INTO
EXIST WALL
-TYP6" ±-TYP 2"-TYP 7"T
T/2
1' - 0"
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:20 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS VISD-S-6LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS VINTS
5 TYPICAL TO EXISTING CONNECTION DETAIL
NTS
3 TYPICAL NEW CONCRETE TO EXISTING DETAIL
NTS
4 TYPICAL EXISTING SLAB OPENING REPAIR DETAIL
NTS
6 TYPICAL RETROFIT PVC WATERSTOP DETAIL
NTS
2 TYPICAL WALL DOWEL DETAIL
NTS
1 TYPICAL PIPE PENETRATION - EXISTING WALL
NO.ISSUEBYDATE298
*
ELEVATION
LANDING
RUNG DETAIL
AT ROOF ACCESS HATCH
END CAP
BRACKET CONNECTION
BASE CONNECTION
1 1/2" DIA SUPPT -
WELD TO SIDE
RAIL AND GRIND
SMOOTH
1 1/2" DIA
SIDE RAIL
5" SQ BASE FLANGE.
ATTACH W/ (4)-5/8"
DIA SS ADH
ANCHORS
NON-SHRINK
GROUT AS
REQ'D
5" SQ BASE
PLATE W/ (4)-5/8"
SS ADH
ANCHORS
1 1/2" DIA
SIDE RAIL
(2" @ LADDER
EXTENSION)
1 1/2" DIA
SIDE RAIL
15/16" SQ
NON-SLIP
RUNG
LADDER-UP SAFETY
POST
NON-SLIP
RUNG
1 1/2" DIA
SIDE RAILS
LANDING
SAFETY CLIMB
DEVICE PER
SPEC
SPACING (TYP)5'-0" MAX BRACKETSPACING (TYP)5'-0" MAX BRACKETSPACING (TYP)5'-0" MAX BRACKETRUNS EQUALLY SPACED AT 1'-0" MAXVARIES (20'-0" MAX W/O CAGE)MAX1' - 0"6"MIN
1' - 6"
1/8
8" 9" 9"
8"1'-0" MAX 6"LADDER EXTENSION
CENTERED ON LADDER
WHERE NOTED ON
PLAN/SECTION- SEE
A/BW-M-8 (SIM)
@ STEP THRU
1 1/2" DIA
SIDE RAILS
1' - 6" 4"MAX1' - 0"3"
MIN
1' - 6" 3"
2' - 0"
BM PER PLAN
GRATING PER
PLAN
4"3' - 6"7"
TO GRATING EL=
SEE PLAN
3/8" AL BENT PL
W/ 1-5/8" DIA SS
BOLT AT PLATFORM
BILCO LADDER-UP
SAFETY POST
(GALV) UNO
1/4" PL WELDED AT OPEN
ENDED SUPPORTS, TYP
SUPPORTING BEAM,
FOR SIZE AND END
CONDITIONS, SEE PLAN
1/4" BAR WELD TO
SUPPORT BEAM OMIT
WHERE GRATING IS
CONT OVER SUPPORT
BEAM
GRATING
TYPE-A
TYPE-B
TYPE-C
BAR 3/8" X 6" ANCHORS
@ 16" CENTERS
L3x3X1/4, GALV STEEL. USE ONLY
FOR FOOT TRAFFIC GRATING.
GRATING
GRATING
BANDING BAR
BEARING BAR
BEARING BAR
BEARING BAR
5/8" X 6" STAINLESS
STEEL ANCHOR BOLTS
@ 1'-0" OC. IN LIEU OF
ANCHOR BOLTS, USE
3/4" SS ADHESIVE
ANCHORS @ 1'-0" OC
1/4" THICK EMBED (BENT PL
OR ANGLE) AS REQUIRED
TO ACCOMMODATE
GRATING THICKNESS & FOR
MINIMUM BEARING NOTED
1/4" THICK VERT LEG
AS REQUIRED TO
ACCOMMODATE
GRATING THICKNESS
1/4" X
TOE PLATE
NOTE:
1. ALL BEARING ANGLES AND GRATING EMBEDS SHALL
MATCH GRATING MATERIAL UNO ON DRAWINGS. 4"THICKNESSGRATINGSEE NOTE ABOVE
MINIMUM BEARING
DIMENSION
SEE NOTE ABOVE
MINIMUM BEARING
DIMENSION
SEE NOTE ABOVE
MINIMUM BEARING
DIMENSION THICKNESSGRATING.THICKNESSGRATINGMIN BEARING = 1" FOR GRATING
DEPTH 2 1/4" OR LESS
HORIZ DIM = 2" FOR GRATING
DEPTH GREATER
THAN 2 1/4"
END BANDED,
TYP
BEARING BARS
CROSS BARS
BANDING
GRATING
PENETRATION
-TYP
NOTES:
1. GRATING SHALL CONFORM TO THE METAL BAR
GRATING MANUAL OF NAAMM. UNLESS OTHERWISE
SPECIFIED.
2. GRATING SHALL BE AS NOTED ON THE DRAWINGS
3. WHERE BOLTED GRATING IS SPECIFIED, PROVIDED 4
GRATING CLIPS APPROX 4" FROM THE CORNERS OF
EACH PIECE. ADJACENT PIECES MAY BE ANCHORED
WITH ONE CLIP AND TWO STUDS
4. GRATING SHALL BE REMOVABLE.
5. CLEAR SPAN SHALL BE PLAN DIMENSION, FACE TO
FACE OF OPENING.
6. WELD END BANDING TO BEARING BARS PER
MANUFACTURER'S RECOMMENDATIONS.
CLEAR SPAN
4" 1 3/16"PROVIDE CLAMP
@ 4'-0" MAX SPA
AT SIDE JOINTS
SPACER WHERE
APPLICABLE
1/4" DIA STUD DRILLED AND
TAPPED INTO GRATING
SUPPORT FRAME STUD. HEX
NUT AND WASHER SHALL BE
SS
8 GAGE 304
STAINLESS STEEL
HOLD DOWN CLIP
1/4" DIA STUD DRILLED AND
TAPPED INTO GRATING
SUPPORT FRAME STUD. HEX
NUT AND WASHER SHALL BE
SS
8 GAGE 304
STAINLESS STEEL
HOLD DOWN CLIP "A"
SECTION "A"
PLATE FOR ADD'L
BEAMS IF REQ'D
WELD 1/4" CAP PL @
TOP OF COLUMN
CONNECTION PLATE
(3/8" MIN. THICKNESS)
BEAM
SIZE
PLATE
LENGTH (L)
NO. OF
BOLTS (N)3/4" DIA 7/8" DIA
C8/W8 6 2 21.2 25.6
W10
NOTES:
A. CONNECTIONS SHALL BE BASED ON REACTIONS SHOWN ON PLANS
AND MAXIMUM BEAM REACTION IN ABOVE TABLE, U.N.O.
B. NOTED REACTIONS ARE FOR SERVICE LOADS.
C. SEE "STRUCTURAL STEEL CONNECTIONS" IN STRUCTURAL NOTES
FOR ADDN'L INFO.
D. MINIMUM CONNECTION: PLATE THICKNESS IS 3/8" TYPICAL AND
7/16" AT W33 AND DEEPER "HEAVY" CONNECTIONS.
E. BOLTS ARE A325N, TYPICAL.
F. BEAM CONNECTIONS ARE "STANDARD" U.N.O. ON PLAN.
MAX BEAM
REACTIONS (KIPS)1 1/2"N-1 @ 3"1 1/2"MAX
3 1/4"
1 3/4"1/4
.TYP.
6 2 21.2 25.6
HINGES
GATE PER SPEC 05 52 15
FOR RAIL TYPE SEE
DWGS GATE STOP AND LATCH
3'-0" UNO
NORTH
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:21 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS VIISD-S-7LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS VIINTS
1 TYPICAL LADDER
NTS
2 TYPICAL GRATING SUPPORT
NTS
3 TYPICAL GRATING
NTS
4 TYPICAL GRATING CONNECTION AT PANEL JOINT
NTS
5 TYPICAL GRATING CONNECTION AT EXTERIOR
3/4" = 1'-0"
6 TYPICAL BEAM WEB TO TUBE COLUMN CONNECTION NO.ISSUEBYDATENTS
7 TYPICAL SWING GATE AT RAILING OPENING
299
*
BEAM
SIZE
UNCOPED
C8, W8-W12 5 1/2"2COPE AS REQ'D. AT
BEAM TO BEAM
CONNECTION (6" MAX.)
BEAM OR COLUMN WEB,
OR COLUMN FLANGE
BOLTED/BOLTED
CONNECTION
BOLTED/WELDED
CONNECTION
20
NOTES:
1. RIGHT ANGLE CONNECTIONS SHALL BE DOUBLE ANGLE AS SCHEDULED.
SKEWED CONNECTIONS SHALL BE BENT DOUBLE ANGLES OR BENT
PLATES.
2. NOTED REACTIONS ARE FOR SERVICE LOADS.
3. REFER TO "STRUCTURAL STEEL CONNECTIONS" IN STRUCTURAL NOTES
FOR ADDN'L INFO.
4. MINIMUM CONNECTION: ANGLE THICKNESS IS 1/4" TYPICAL AND 5/16" AT
W33 AND DEEPER "HEAVY" CONNECTIONS.
5. BOLTS ARE 3/4" DIA TYP AND 7/8" DIA AT W40 & W44 "HEAVY
CONNECTIONS". BOLTS ARE A325N.
6. BEAM CONNECTIONS ARE "STANDARD" UNO ON PLAN.
7. CONTRACTOR SHALL CHECK DESIGN OF ALL BEAMS REQUIRING COPES
GREATER THAN SHOWN IN DETAIL BASED ON REACTIONS SHOWN IN
TABLE. CONNECTION ANGLES, BOLTS AND WELDS SHALL NOT BE LESS
THAN THAT SHOWN.
ANGLE EA. SIDE
WELD "A"
STANDARD CONN. - 3/16"
HEAVY CONN. - 1/4" 1 1/4"LVARIES
@ 3"N BOLTSGAGE
NOTE "D"
T - SEE
1 1/2" MIN.MAX1 1/4".WELD "A"..
ANGLE
LENGTH (L)
NO OF ROWS
OF BOLTS (N)
MAX BEAM
REACTION (KIPS)
COPED TOP
15
MAX BEAM
REACTION (KIPS)
COPED TOP
AND BOT
12
MAX BEAM
REACTION (KIPS)
BOLTED/BOLTED
39
MAX BEAM
REACTION (KIPS)
BOLTED/WELDED
NOTE: PROVIDE 316SS
ANGLES, PLATES, AND BOLTS
@ ALUMINUM FRAMING
LOCATIONS
6"10" TYP.2"2" 5" 5" 2"BEAM DEPTHAS REQ'D FOR1' - 2"
CONCRETE WALL OR
COLUMN BEYOND
PL 5/8"x14"x AS REQ'D
DOUBLE ANGLE CONNECTION
-SEE 1/SD-S-8
BEAM -SEE PLAN
3/4" DIA 316SS ADHESIVE ANCHORS
-SEE 3/SD-S-4
NUMBER OF
ANCHORS
MAXIMUM SERVICE LOAD
MIN. EDGE DISTANCE
6" >12"
4
DISTANCE
6" MIN. EDGE
9.6K 22.8K
BEAM SIZE
(U.N.O.)
C8,W8, W10, W12
ERECTION SEAT
AS REQ'D
NOTE: PROVIDE 316SS
ANGLES, PLATES, AND BOLTS
@ ALUMINUM FRAMING
LOCATIONS 3/8"
FLOOR MOUNTED
AT BEAM SIDE MOUNT DETAIL
REINFORCING
BAR
TOE BOARD
1 1/2 DIA
RAILING
REINFORCING
BAR
1 1/2" DIA
RAILING
TOE BOARD
4-3/8" DIA
ANCHORS
1 1/2" DIA
RAILING
TOE BOARD
PLATE
3/8" DIA
ANCHORS
FASCIA FLANGE
1 1/2 DIA
RAILING
TOE BOARD
FASCIA
FLANGE
3/8" DIA
ANCHORSREINFORCING
BAR
REINFORCING
BAR
FLOOR FLANGE
BY RAIL MFR
NOTE:
1. ALL ANCHORS, BOLTS, NUTS, AND CONNECTIONS
SHALL BE TYPE 316 STAINLESS STEEL. 1/4"2" MIN
5"5" MIN 1/4" 4"1 1/2" DIA
RAILING
1 1/2" DIA
POST
1 1/2" DIA
RAILING
1 1/2" DIA
HANDRAIL
1 1/2" DIA
POST
TYPICAL STAIR
TYPICAL STAIR END
TYPICAL RAILING END TYPICAL RAILING CORNER
TYPICAL STAIR END
(BOTTOM)
FOR MOUNTING
SEE DETAILS
ON THIS SHEET
1 1/2" DIA
POST
1 1/2" DIA
RAILING
5 1/2" RADIUS
MIN (TYP)
TOE BOARD SEE
FOR
MOUNTING DETAILS
1 1/2" DIA
POST
1 1/2" DIA
RAILING EQ EQ EQ 3'-6"EQEQEQ 3'-6" 3'-6"EQ EQ EQ
6"EQEQEQ 3'-6" 3'-6"EQ EQ EQEQ EQ EQ 3'-6" 10 5/8"
5 5/16"
4/SD-S-8
1/2" -TYP
1 1/2"1"1 1/2"3"1 1/2"1"1 3/8"
1 1/2"
1 1/8"
3/4" BOLTS
-TYP (316 SS)
AL BENT PL 4x4x3/8
-TYP
ALUM GRTG NOT
SHOWN FOR CLARITY
SLOTTED HOLES
ON ONE SIDE
NORTH
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:22 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS VIIISD-S-8LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURALDETAILS VIIINTS
1
TYPICAL AISC TYPE 2 SIMPLE FRAMING
CONNECTIONS
NTS
3 TYPICAL POST-INSTALLED CONNECTION PLATE DETAIL
NTS
4 TYPICAL RAILING POST MOUNTING
NTS
5 TYPICAL RAILING
NTS
2 TYPICAL CHANNEL CONNECTION
NO.ISSUEBYDATE300
*
NOTE:
1. MAX REACTION = 5 KIPS
(SERVICE LEVEL)
AL GRATING
AL 3 1/2x3 1/2
CLIP ANGLE AS REQ'D
BY FABRICATOR -TYP
AL CHANNEL
SEE PLAN
- TYP
MIN 3/4" Ø BOLTS
(316SS) AS REQ'D,
BY FABRICATOR
-TYP 1"1"1 1/2"
3"
1 1/2"
1"
AL ANGLE
MIN 3/8" THK 316SS
GUSSET PL BY
FABRICATOR
MIN 3/4" DIA 316SS
BOLTS BY
DFABRICATOR
WELD BY
FABRICATOR
EX CONC WALL
NOTE:
1. MAX AXIAL REACTION = 3 KIPS
(SERVICE LOADS)
3/4"x12"x1'-0" 316SS PL W/
(4) - 3/4" DIA ADH
ANCHORS (316SS) INTO
EX CONC (8" GAGE, 6"
EMBED)2"8"2"3/4"x12"x1'-2" 316SS PL W/
(4) - 3/4" DIA ADH
ANCHORS (316SS) INTO
EX CONC (8" GAGE, 6"
EMBED)
316 SS DOUBLE
ANGLE CONN BY
CONTRACTOR (1/4"
THK MIN)
MIN 3/4" DIA 316SS
BOLTS BY
FABRICATOR
WELD BY
FABRICATOR
EX CONC WALL
NOTES:
1. MAX SHEAR REACTION = 2 KIPS (SERVICE LOADS)
2. MAX AXIAL REACTION = 3 KIPS (SERVICE LOADS)
AL GRATING
PER PLAN
1 1/2"5"1 1/2"1 1/2"1 1/2"2"8"MIN4"MIN 3/8" THK
316SS GUSSET PL
BY FABRICATOR
ELEVATION
AL CHANNEL -
SEE PLAN
MIN 3/4" DIA 316SS
BOLTS BY
DFABRICATOR
WELD BY
FABRICATOR
1 1/2"3"1 1/2"1" TYP. 2"1"AL ANGLE
NOTE:
1. MAX AXIAL REACTION = 3 KIPS
(SERVICE LOADS)
3' - 6"
1 1/2" THK ALUM GRATING
2
SD-S-9 AL CS10x6.14 - TYP OF 33' - 6"EX TOC 80.00'EL = SEE PLAN
SD-S-9
6
SD-S-9
4
SD-S-9
3
AL HANDRAIL
ALL4
X4X5/16
EX CONC WALL
ELEVATION
3' - 6"
4
3
TOC EL = SEE PLAN
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:23 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS IXSD-S-9LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURAL1 1/2" = 1'-0"
5 TYPICAL ALUMINUM BEAM CONNECTION DETAIL
1 1/2" = 1'-0"SD-S-9
3
TYPICAL ALUMINUM KNEE BRACE TO
CONCRETE CONNECTION DETAIL
1 1/2" = 1'-0"SD-S-9
4
TYPICAL ALUMINUM BEAM TO
CONCRETE CONNECTION DETAIL
1 1/2" = 1'-0"SD-S-9
6
TYPICAL ALUMINUM KNEE BRACE
TO CHANNEL CONNECTION DETAIL
3/4" = 1'-0"
1 ALUMINUM PLATFORM @ WWRB
3/4" = 1'-0"SD-S-9
2 TYPICAL ALUMINUM PLATFORM DETAIL
NO.ISSUEBYDATE301
*
SAWCUT OPENING
WITHOUT OVER RUN
AT CORNERS
EX SLAB/WALL
REINF
DRILL/CORE HOLES AT
CORNERS AS REQ'D TO
PREVENT OVERCUTTING
2" MIN
- SEE NOTE 3)
OPENING WIDTH
(18" MAX
CUT MAXIMUM OF 1
SLAB/WALL BAR EA DIR
AT EA OPENING
(SEE NOTE 3)
8" MAX
(4" MIN)
1 x DIA CLR
2" MIN
NEW SINGLE/MULTIPLE
CORES THRU EX CONC
SPACE SQUARE/RECTANGULAR
OPENING (18"x18" MAX)
SINGLE/MULTIPLE CORES
SPACE CORES AS REQ'D TO
MISS EX REINF - SEE NOTE 2
NOTES:
1. SEE MECH'L, ELECTRICAL, AND PLUMBING DWGS FOR SIZE AND LOCATIONS OF OPENINGS NOT SHOWN/DIMENSIONED ON
STRUCTURAL DWGS. COORDINATE OPENING SEALING/INFILL W/ MEP
2. CONTRACTOR TO LOCATE ALL IN-PLACE REINFORCEMENT BEFORE COMMENCING ANY CORING/DRILLING OPERATIONS, AND IS TO
ENSURE NO IN-PLACE REINFORCING IS HIT/DAMAGED DURING CORING UNO.
3. MAXIMUM OPENING/CORE SIZE THROUGH EX STRUCTURES IS TO BE AS SHOWN ABOVE. NOTIFY AND COORDINATE WITH ENGINEER
IF LARGER CORE/OPENING SIZE IS REQUIRED. SPACE SERIES OF CORES/OPENINGS AT MINIMUM 1X DIAMETER OR OPENING WIDTH
CLEAR (4" MIN)
4. REPAIR ANY CUT REINFORCING PER 8/SD-S-5
EX MASONRY
BOND BEAMS -
FV
EX REINFORCED /
GROUTED CELLS -
FV
MAX6"NEW CORES THRU
EX CMU WALLS @
HOLLOW CELLS -
SEE NOTE 1
EX CMU WALL
NOTES:
1. SEE MECH'L, ELECTRICAL, AND PLUMBING DWGS FOR SIZE AND LOCATIONS OF OPENINGS NOT SHOWN/DIMENSIONED ON
STRUCTURAL DWGS. COORDINATE OPENING SEALING/INFILL W/ MEP
2. CONTRACTOR TO LOCATE ALL EXISTING REINFORCED/GROUTED VERTICAL AND HORIZONTAL CMU CELLS PRIOR TO CORING,
AND IS TO VERIFY THAT NEW CORES ARE INSTALLED THROUGH HOLLOW/UNGROUTED CELLS ONLY. CORING IS TO BE DONE AT
FACE OF CMU BLOCK ONLY, AND NOT THROUGH MORTAR JOINTS.
3. MAXIMUM OPENING/CORE SIZE THROUGH EX STRUCTURES IS TO BE AS SHOWN ABOVE. NOTIFY AND COORDINATE WITH
ENGINEER IF LARGER CORE/OPENING SIZE IS REQUIRED. SPACE SERIES OF CORES/OPENINGS AT MINIMUM 1X DIAMETER OR
OPENING WIDTH CLEAR (2" MIN)MAX6"NEW CORE THRU
PERIMETER BM -
SEE NOTES 1 & 2
EX BM MID BARS
EX HSPS SLAB
AND BM
FV3' - 0"FV
1' - 4"
NOTES:
1. COORDINATE W/ ELEC DWGS FOR CONDUIT CORING LOCATIONS AT ELEC CHASE.
2. CONTRACTOR TO LOCATE ALL IN-PLACE REINFORCEMENT BEFORE COMMENCING ANY
CORING/DRILLING OPERATIONS, AND IS TO ENSURE NO IN-PLACE REINFORCING IS HIT/
DAMAGED DURING CORING UNO. SPACE CORES AS REQUIRED TO MISS EX BM STIRRUPS.
3. MAX OPENING/CORE SIZE THROUGH EX STRUCTURES IS TO BE AS SHOWN ABOVE.
NOTIFY AND COORDINATE WITH ENGINEER IF LARGER CORE/OPENING SIZE IS REQUIRED.
PROVIDE MIN 2" CLR BETWEEN EDGE OF CORE AND EX BM STIRRUPS AND MID BARS.
SLOPE CUT AS REQUIRED BY
OSHA & GEOTECHNICAL
REPORT OR VERTICALLY SHORE
REFER TO "CONTROLLED
BACKFILL" STRUCTURAL
NOTES ON G-S-2 FOR FILL
INFO
MIN
2'-0" CLAY CAP 2'-0"COMPACTEDG-S-2
NEW CONCRETE WALL -
SEE PLANS
100 GLASS STREET, SUITE 201
972.392.7340
DALLAS, TEXAS 75207
TBPE FIRM F-7986
JQ INFRASTRUCTURE, LLC
PROJECT NO:
Infrastructure
JQIENG.COM
shaping the built environment
SHEET
SEQ.F&N JOB NO.DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEVERIFY SCALE0 1Bar is one inch on original drawing. If not one inch on this sheet, adjust scale.Plot Date:4055 International Plaza, Suite 200Fort Worth, TX 76109-4895Phone -(817) 735-7300Web -www.freese.comCITY OF DENTON, TEXASRAY ROBERTS WATER TREATMENT PLANTCAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTSDTN2067210/20224200274
JESUS A. GUERRA
123274
10/21/22
9/22/2023 6:48:24 PM
BID SUBMITTAL STRUCTURAL STANDARD DETAILS XSD-S-10LAS/JAFJGJGMKK<File Name = Org.Description>STRUCTURAL3/4" = 1'-0"
1 NEW CORES/OPENINGS THRU EXISTING CONCRETE
3/4" = 1'-0"
2 NEW CORES THRU EXISTING CMU WALLS
3/4" = 1'-0"
3 NEW CORES THRU EX BM @ HSPS
NTS
4 TYPICAL WALL BACKFILL
NO.ISSUEBYDATE302
*
PRECAST MANHOLEFRAME AND COVER DETAILNOT TO SCALE300-45° BENDTAP FLANGE SQUARE CONCRETE PAD TOEXTEND 2'-0" FROM PIPEOUTSIDE DIAMETERRISER SECTION AND FITTINGS SAMESIZE AND MATERIAL AS PROCESSLINE UNLESS NOTED OTHERWISETYPE A OR B ASREQUIRED BY PLANS4-#4 BARS, EWCONCENTRICCENTER IN SLABCLEANOUT DETAILNOT TO SCALE 310 -6"313-PLACE CONCRETE AROUNDFITTINGS FOR ANCHORCLEANOUT DETAILNOT TO SCALE311 -RISER SECTION ANDFITTINGS SAME SIZE ANDMATERIAL AS PROCESS LINEUNLESS NOTED OTHERWISE.6"SQUARE = PIPE I.D. + 2'-0"CONCRETE PAD, ROUND ORBLIND FLANGEFINISH GRADE4-#4 BARS, EW CONCENTRICCENTER IN SLAB45° WYE, OR45° ELBOW IFAT PIPE END60" PRECAST CONCRETE MANHOLE DETAILNOT TO SCALE308-REFER TO CITY OF DENTON"WATERTIGHT MANHOLECOVER WITH CAM LOCKS ANDGASKET (S106B)" ON CITY OFDENTON STANDARD DETAILSHEET 4 OF 24 (JANUARY 2022)REFER TO CITY OF DENTON"PRECAST MANHOLE WITHLINING" DETAIL (S101) ON CITYOF DENTON STANDARD DETAILSHEET 4 OF 24 (JANUARY 2022)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-1KEC
MAJ
.
DWS 2022-10-21303
*
SQUARE = PIPE I.D. + 2'-0"CONCRETE PAD, ROUND ORDUCTILE IRONBLIND FLANGE4-#4 BARS, EW CONCENTRIC,CENTER IN SLABDUCTILE IRON PIPELONG RADIUS DUCTILE IRONFLANGED 90° BENDNOTE: RISER SECTION AND ELBOW SAME SIZE ASPROCESS LINE UNLESS NOTED OTHERWISE.DI PE x FLANGEDCONNECTOR PIECEALL MECHANICAL JOINTDUCTILE IRON PROCESS LINE.TEE OR WYE ORIENTATION ASSHOWN ON PLANSHAND TAMP BACKFILLAROUND RISER SECTIONDRILL AND TAPFLANGE FOR CAPSCREWSFINISH GRADETYPE A OR B ASREQUIRED6"313-PROCESS LINE CLEANOUT DETAILNOT TO SCALE 312 TYPE ASQUARE = PIPE I.D. + 2'-0"CONCRETE PAD, ROUND OR2" 316 SS BALL VALVEW/NST THREADDRILLED & TAPPED FOR2" 316 SS NIPPLE1/4" GALV CHECKEDPLATE COVER W/1" HANDLE24"Ø RCP1'-6" (MIN)NOTE:1.RISER SECTION AND ELBOW SAME SIZE AS PROCESSLINE UNLESS NOTED OTHERWISE.PROVIDE RESTRAINT JOINTS FOR THRUST.2.DRILL AND TAPFLANGE FORCAP SCREWSFINISH GRADEHAND TAMP BACKFILLAROUND RISER SECTIONALL MECHANICAL JOINTDUCTILE IRON PROCESSLINE. TEE OR WYEORIENTATION AS SHOWNON PLANSDI PE x FLANGEDCONNECTOR PIECELONG RADIUS DUCTILEIRON FLANGED 90° BENDDUCTILE IRON PIPEDUCTILE IRONBLIND FLANGEPROCESS LINE CLEANOUT DETAILNOT TO SCALE 312 TYPE B6"
2"#4 @ 12"C/C, EW3" CLR
TYPE ATYPE B112" 316 SSNIPPLESTEE, WYE ORCROSS AS SHOWNON PLANSBLIND FLANGEDRILLED AND TAPPEDFOR 112" NIPPLE112" VALVE WITHCOUPLING FOR 112"CONNECTION TO AIRLINE112" 316 SS VALVE112" 316 SS NIPPLEFLUSHING CONNECTION DETAILNOT TO SCALE 313 -FIRE HYDRANT DETAILNOT TO SCALE 316 -REFER TO CITY OF DENTON"FIRE HYDRANT INSTALLATION"DETAIL (W401A) OF CITY OFDENTON STANDARD DETAILSSHEET 2 OF 24 (JANUARY 2022)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-2KEC
MAJ
.
DWS 2022-10-21304
*
6"2'-0"2'-0"INSTALLED AROUND VALVEIDENTIFICATION DATA ASDIRECTED BY THE ENGINEER6X6 - 6/6WIRE MESH2' x 2' x 6" SLAB TO BEBOXES AND STENCILED WITH3" BLACK LETTERS, WITH1'-0" MAXIMUM TOOPERATING NUTNOTE:PAVING OR OTHER SURFACE MATERIALROADWAY BASEVALVE (GATE VALVE SHOWN)TORQUE BOLTS PRIORTO BACKFILL.DETAIL PERTAINS TO ALLVALVE SIZES 4" THRU 12"MAINCLCL2'-0" x 2'-0" x 6" CONCRETESLAB IF IN UNPAVED AREASEE DETAIL 318IF VALVE OPERATING NUT ISMORE THAN 3 FEET BELOWPAVEMENT SURFACE, PROVIDEEXTENSION STEM TO 1 INCHBELOW PAVEMENT SURFACE.THREE PIECE VALVE BOXNOTE:VALVE BOX MARKING SLABNOT TO SCALE318-TYPICAL VALVE AND BOX,EXTENSION STEM DETAILNOT TO SCALE319-CLASS CONCRETE SUPPORTSLABPAVING OR OTHER SURFACE MATERIALROADWAY BASEVALVE (PLUG VALVE SHOWN)2'-0" x 2'-0" x 6" CONCRETESLAB IF IN UNPAVED AREASEE DETAIL 318PROVIDE EXTENSION STEMTO WITHIN 12 INCHESBELOW VALVE BOX COVERTHREE PIECE VALVE BOXPIPELINECONCRETEBLOCKINGDETAIL PERTAINS TO ALLVALVE SIZES 14" THRU 24"NOTE:TYPICAL VALVE AND BOX,EXTENSION STEM DETAILNOT TO SCALE320-(14" TO 24" VALVES)(4" TO 12" VALVES)REMOVABLE CAST IRON COVERMARKED "VALVE". COVER SETFLUSH WITH CONCRETE SLAB.SLIDE TYPE CAST IRON VALVE BOX - 2 OR MOREPIECES AS REQUIRED. MINIMUM SIZE 5" INDIAMETER.BONNETSPUR GEARVALVE SIZE AS SHOWN ONPLANS (SHOWN FORBUTTERFLY VALVE).ENDS AS SHOWN ON PLANSOR CALLED FOR INSPECIFICATIONS.CLASS " " CONCRETESLABEXTENSION STEMBURIED BUTTERFLY VALVE INSTALLATION DETAILNOT TO SCALE 322 -318-DECORATIVE SHIELD112" VALVE WITHTHREADED OUTLET WITHKAMLOK QUICKDISCONNECT ADAPTOR34" VALVE WITHSTANDARD 34" HOSECONNECTIONCONCRETE REINFORCINGBASE24" RECOMMENDED
HEIGHT
1814" OPTIONAL
HEIGHT
YARD HYDRANT DETAILNOT TO SCALE 329 -ILLUSTRATIVESECTIONTYPE ATYPE BCONTRACTOR SHALL PROVIDE A 3/4 " AND 1 1/2 " THREADED OUTLETWITH CAMLOK QUICK DISCONNECT ADAPTERS AND VALVE ON EACH YARDHYDRANT IN ADDITION TO THE HYDRANT VALVE. YARD HYDRANT SHALL BEJAY R. SMITH MFG. CO. 5913 SERIES, ZURN Z1390 SERIES OR APPROVEDEQUAL WITH 1.5" INLET AND 3' BURY.CONTRACTOR SHALL PROVIDE FREEZE PROOF YARD HYDRANT.IF INSTALLED ON MOW STRIP, THE WIDTH OF THE MOW STRIP SHALL BE AMINIMUM OF 24".NOTES:1.2.3.4.YARD HYDRANTS LOCATED NEXT TO STRUCTURES SHALL BE SECURELYMOUNTED TO THE STRUCTURES WITH STAINLESS STEEL FASTENERS.THE YARD HYDRANT SHALL BE PROVIDED WITH WHEEL TYPE HANDLE.ALL HOSE STATIONS SHALL BE PROVIDED WITH A 25-FOOT HOSE.PROVIDE CASING GUARD AROUND YARD HYDRANT ABOVE GRADE SURFACE.5.6.7.PROVIDE FIXEDHANDLESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-3KEC
MAJ
.
DWS DA2022-10-21305
*
PIPE SUPPORT/HANGER NOTES1.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALLNECESSARY SUPPORTS FOR A COMPLETE SYSTEM. WHERENO REFERENCE TO PIPE SUPPORT SYSTEMS IS GIVEN ONTHE DRAWINGS, THE CONTRACTOR SHALL USE ANAPPROPRIATE SYSTEM AS RECOMMENDED BY THE PIPEMANUFACTURER. PIPE AND CONDUIT SUPPORT SYSTEMSSHALL BE UNISTRUT, B-LINE, POWER STRUT, SUPER STRUTOR APPROVED EQUAL, AND SHALL BE DESIGNED BY THECONTRACTOR TO MEET THE LOAD AND SPANREQUIREMENTS. SYSTEMS SHALL CONFORM TO PIPE ANDSUPPORT MANUFACTURER'S RECOMMENDATIONS.2.UNLESS OTHERWISE SPECIFIED, HANGERS AND SUPPORTSSHALL BE HOT DIP GALVANIZED AFTER FABRICATION. NUT,BOLTS, WASHERS AND ALL EMBEDDED ITEMS SHALL BETYPE 316 STAINLESS STEEL.3.UNLESS OTHERWISE SPECIFIED, EXPANSION ANCHORSSHALL NOT BE USED.4.MSS REFERS TO THE MANUFACTURERS STANDARDIZATIONSOCIETY OF THE VALVE AND FITTINGS INDUSTRY,STANDARD PRACTICE SP58 AND SP69.5.HANGER BRACKETS AND SUPPORT COMPONENTS MAY BEINTERCHANGED.6.CONCRETE INSERTS IN AREAS BELOW WATER SURFACE ORNORMALLY SUBJECT TO SUBMERGING SHALL BEEMBEDDED ANCHOR BOLTS OR EQUAL.7.PROVIDE PLASTIC OR RUBBER CHANNEL END CAPS ATEXPOSED ENDS OF CHANNELS 7'-0" ABOVE FLOOR ANDBELOW.8.ALL PIPING SUPPORTED BY HANGERS AND/ORSTRUCTURAL ATTACHMENTS SAHLL BE BRACED AGAINSTHORIZONTAL, VERTICAL, AXIAL, AND LONGITUDINAL SWAY.BRACING'S SHALL BE CALCULATED TO RESIST ZONE 1SEISMIC LOADINGS AS SPECIFIED BY SMACNA AND ASINDICATED IN THE SPECIFICATIONS.9.FITTINGS SHALL NOT BE LESS THAN MSS CL. B.10.NOT ALL PIPE HANGERS/STRUCTURAL SUPPORTS MAY BEUSED IN THESE PLANS.SUPPORT ROD, SIZE ASSPECIFIED IN TABLE A.ALSO SEE NOTE 4.JAMB NUTADJUSTABLE STAINLESSSTEEL CLEVIS MSS TYPE 11/2" THROUGH 12" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE A"J" HANGER, MSS TYPE 5.(PLASTIC COATED FOR COPPER,PVC, AND GLASS PIPE)JAMB NUTSUPPORT ROD, SIZE ASSPECIFIED IN TABLE A.ALSO SEE NOTE 4.1/2" THROUGH 8" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE BSERVICE TEMPERATUREPIPING MATERIALSX INDICATES PIPE HANGERSSUITABLE FOR CONDITIONSLISTED BELOW.PIPE HANGER TYPESTEELCOPPERPLASTICCAST IRONXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX60°F - 119°FINSULATEDUNINSULATED33°F-58°F OR120°F-450°FABMCODENJKGLTABLE B - HANGER VS. TEMPERATURE AND MATERIALSNOTE: FOR SERVICES OTHERTHAN THOSE SHOWN IN TABLEB, PIPE ATTACHMENTS SHALLBE THOSE SPECIFIED IN THEPIPE SPEC.NOMINAL PIPESTANCHION DIA.(INCHES)2 - 3 1/24 - 1214 - 1618 - 36TABLE D-PIPE STANCHION DIAMETERTEE SIZE(INCHES)3461 1/2 PIPE, ELBOW, ORSUPPORT ROD, SIZE ASREQUIRED. SEE TABLE A.FLAT WASHERS TOP ANDBOTTOM. BUSH HOLE INHANGER AS REQUIRED.ADJUSTABLE ROLLERHANGER MSS TYPE 43SADDLE, MSS TYPE 39.REPLACE SADDLE WITHCALCIUM SILICATE ORWOOD BLOCK AND SHIELD,MSS TYPE 40, WHEN USEDWITH COPPER PIPE ORCHILLED WATERJAMB NUT3/8" THROUGH 8" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE CDO NOT USE FORHORIZONTAL PIPES LARGERTHAN 2" WHEN FRAMINGCHANNEL IS MOUNTEDVERTICALLYFRAMING CHANNEL 1-5/8"SQ. X 12 GA. MIN. GALV.AFTER FABRICATIONFOR COPPER PIPE, SECURE A 1/16"THICK NEOPRENE STRIP TO FRAMINGCHANNEL WITH A COMPATIBLEWATERPROOF ADHESIVEPIPE CLAMP, FRAMING CHANNEL TYPE.(PLASTIC COATED FOR COPPER PIPE)TWO ROD SUPPORT SYSTEM AS SPECIFIED INTABLE A (HORIZONTAL PIPE RACKS ONLY)3/8" THROUGH 8" PIPEPIPE HANGER DETAILNOT TO SCALE 340TYPE DNOTE:12" AND LARGER.EQUAL) FOR PIPES(GRINNELL 198 ORUSE ANCHOR CHAIRAS REQ'D1/2" THROUGH 24" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE EADJUSTABLE SADDLESUPPORT MSS TYPE 38B-LINE MODEL B3092 W/BASESTAND MODEL B3088T ORAPPROVED EQUAL2 x BOLTDIAMETER5/8" 316 SST ANCHOR BOLTWITH FULL THREADED STUDS1" TO 4" AS REQUIREDFINISHED FLOORLEVELING NUTGROUT AFTER LEVELINGSPACING SHALL BE AS REQUIRED, BUTSHALL NOT EXCEED THOSE SPANS SHOWNIN TABLE A.FOR DUCTILE IRON PIPE SIZES OVER 12"SPECIFY SUPPORT FOR DUCTILE IRON.1/2" STEELPLATE1 1/2"
(TYP)D + 6"
SQUARE 1/4BASE PLATE DETAIL3/4" DIAHOLESNO UPLIFT RESTRAINTUPLIFT RESTRAINTREQUIREDPIPE STANCHION, SIZEAS REQUIREDD1/2" PLATE WELDEDTO BOTTOM SECTION4" THROUGH 30" PIPEPIPE SUPPORT DETAILNOT TO SCALE340TYPE FNOMINALPIPE SIZE(INCHES)ROD SIZE(INCHES)ONE RODTWO RODSUPPORT SYSTEMSUPPORT SYSTEMMAX LOADMAX LOAD(POUNDS)(POUNDS)SEE NOTES A1-A5SUPPORT ROD SIZE AND MAXIMUM LOAD PER RODROD SIZE(INCHES)MAXIMUM PIPE SPAN(FEET)STEELCOPPERPLASTICSEE NOTE A3SEE NOTE A51234681012141618202430610610610610610496080008000800080001163011630116301"1"1"1"6106106106106106106106101130181027103770496049604960800055551010101015152020202525253030555551020202020CONTINUOUS55555555551012 FEET FOR
PRESSURE PIPE
10 FEET FOR
SOIL PIPE TABLE A - PIPE SPAN AND SUPPORT ROD SIZE113011301810271037701163011630DUCTILE IRON3/8" TO 3/4"1 1/4 1 1/2 2 1/2 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 5/8" 3/4" 7/8"1 1/4"1 1/4"1 1/4"1 1/4"1 1/2"1 1/2"1 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 5/8" 3/4" 7/8"1 1/4"1 1/2"1 1/2" 3/8" 3/8" 1/2"DESIGN WEIGHT SHALL BE THE WEIGHT OF THE PIPE FULL OF WATER.IF FLUID CONVEYED IS NOT WATER, DESIGN WEIGHT SHALL BE DETERMINED BY SPECIFICGRAVITY OF FLUID AND PIPE WEIGHT. HANGER SYSTEMS SHALL BE DESIGNED FOR A FACTOROF SAFETY OF 5 OR GREATER.ROD SIZES SHOWN ARE FOR THE SUPPORT OF A SINGLE PIPE. WHEN SUPPORTING MORETHAN ONE PIPE, ROD SHALL BE SIZED USING THE DESIGNED WEIGHTS (SEE NOTE 1) TODETERMINE THE TOTAL DESIGN LOAD. THE TOTAL DESIGN LOAD SHALL NOT EXCEED THEMAXIMUM LOADS SHOWN IN TABLE A.SPAN SHOWN IS FOR SCHEDULE 80 PVC PIPE AT 100°F. SPANS FOR OTHER PLASTICS, OTHERPVC PIPE SCHEDULES AND PIPES AT HIGHER TEMPERATURES SHALL BE SHORTENED INACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. "CONTINUOUS"MEANS PIPE SHALL BE IN UNISTRUT POWER-STRUT OR SIMILAR CHANNEL.FOR PIPES SUBJECT TO LONGITUDINAL MOVEMENT, OR HAVING SERVICE TEMPERATURES INRANGES OF 33°F TO 59°F OR 120°F TO 450°F, SEE TYPICAL SUPPORT ROD FOR PIPES SUBJECTTO HORIZONTAL MOVEMENT, THIS DRAWING.PROVIDE A MINIMUM OF ONE PIPE HANGER PER PIPE LENGTH, WITHIN 4-INCHES OF THEBELL.U-BOLT, MSS TYPE 24 (PLASTICCOATED FOR COPPER PIPE)FOR COPPER PIPE, SECURE A 1/16 "THICK NEOPRENE STRIP TOSTRUCTURAL ATTACHMENT WITHA COMPATIBLE WATERPROOFADHESIVESTRUCTURALATTACHMENT ASREQUIREDSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-4KEC
MAJ
.
DWSTABLE A NOTES:A1.A2.A3.A4.A5.2022-10-21306
*
B-LINE MODEL B3090W/BASE STAND MODELB3088 OR APPROVED EQUAL2 x BOLTDIAMETER5/8" 316 SST ANCHOR BOLTWITH FULL THREADEDSTUDS1" TO 4" AS REQUIREDFINISHED FLOORLEVELING NUTGROUT AFTER LEVELINGSPACING SHALL BE AS REQUIRED, BUTSHALL NOT EXCEED THOSE SPANS SHOWNIN TABLE A.FOR DUCTILE IRON PIPE SIZES OVER 12"SPECIFY SUPPORT FOR DUCTILE IRON.1/2" STEELPLATE1 1/2"(TYP)D + 6"SQUARE 1/4BASE PLATE DETAIL3/4" DIAHOLESNO UPLIFT RESTRAINTUPLIFT RESTRAINTREQUIREDD1/2" PLATE WELDEDTO BOTTOM SECTION2" THROUGH 36" PIPEPIPE SUPPORT DETAILNOT TO SCALE340TYPE GWALL316 STAINLESS STEEL EXPANSIONANCHOR EACH CORNER. SEE TABLEFOR HOLE DIA. (D) AND BOLT SIZE.GRINNELL 103 OR EQUAL (NEOPRENECOATED FOR COPPER AND PLASTIC PIPE)SEE TABLE FOR STRAP WIDTH (G)TYPE I PIPE HANGER DETAIL3/4" THROUGH 8" HORIZONTAL PIPENOT TO SCALE340TYPE ILOADS (LBS) WEIGHT (LBS) DIMENSIONS (IN)34PIPESIZEMAXSIZEWEIGHTW11141122212345681904206108701.601.501.701.802.702.903.204.607.307.809.00183416341558137812781134111410934914834B65165516434414334371633162151621316258212D7169161116BOLTDIA.381238GWIDTH1141122W
BCHILLED WATERNOT BE USED WITHTHIS HANGER SHALLATTACHMENTTYPE N STRUCTURALELBOW OR PIPEFORGED STEELNOTE:ABOVE STEEL PLATEHOLE LOCATED 3/4" 1/4" DIAMETER WEEPSTRUCTURAL ATTACHMENTJACKET OF INSULATEDIS APPLIED TO PIPEBEFORE ANY LININGCAULKED ATPIPE SHALL BEWELD TO PIPE2 1/2" THROUGH 12" PIPEPIPE SUPPORT DETAILNOT TO SCALE 340 TYPE JTYPE N STRUCTURALSIZE AS REQ'D.150 LB FLANGE.FLANGE ABOVE)(SIZE TO MATCHATTACHMENTTEEELBOW OR BASECAST IRON BASELOCATED 3/4 " ABOVE 1/4 " DIA. WEEP HOLEFOR DIAMETER SEESTL. PLATETABLE D2 1/2" THROUGH 12" PIPEPIPE SUPPORT DETAILNOT TO SCALE 340 TYPE KIN TABLE APLASTIC PIPE)FOR COPPER AND(NEOPRENE COATEDMSS TYPE 3PIPE CLAMP,DOUBLE-BOLTSIZE AS SPECIFIEDSUPPORT ROD,3/4" THROUGH 30" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE LLUG SHALL BE WELDED1.MSS TYPE 14SST CLEVIS,CHILLED WATER SUP-NOT BE USED WITHTHIS HANGER SHALLJACKET OF INSULATEDLINING IS APPLIEDPIPING.PLY OR RETURN3"WELDING LUG.CAULKED ATPIPE SHALL BE.TO PIPETO PIPE BEFORE3.2.LUGWELDINGNUTTABLE A.ALSO SEE NOTE A4 INSPECIFIED IN TABLE A.SUPPORT ROD, SIZE ASNOTES:JAMB2 1/2" THROUGH 12" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE MSTRUCTURAL ATTACHMENTAND OVERHEAD ANCHORAGEREQUIRED WHERECENTER LINE OFPIPE ROLLER SUPPORTEXCEEDS 4 RODDIAMETERS ABOVELOWER STRUCTURALATTACHMENTADJUSTABLE PIPEROLLER SUPPORT, MSS TYPE 41JAMB NUT4 ROD DIAMETERSMAXIMUM WITHOUTOVERHEADANCHORAGETHREADED SUPPORTROD. SIZE ASREQUIRED BYPIPE ROLLERSUPPORT MFRSTRUCTURALATTACHMENT3" MAXSADDLE, MSS TYPEWITH CALCIUMSILICATE OR WOODBLOCK AND SHIELD,MSS TYPE 40, WHENWATER SUPPLY ORUSED WITH COPPER PIPE OR CHILLED39. REPLACE SADDLERETURN PIPINGINSULATION3/8" THROUGH 12" PIPEPIPE HANGER DETAILNOT TO SCALE 340 TYPE NSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:27 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-5KEC
MAJ
.
DWS 2022-10-21307
*
INSULATIONJAMB NUTTYPE 41SUPPORT, MSSPIPE ROLLER10" THROUGH 12" PIPEPIPE HANGER DETAILNOT TO SCALE340TYPE OSADDLE, MSS TYPE39. REPLACESADDLE WITHCALCIUM SILICATEOR WOOD BLOCKAND SHIELD, MSSTYPE 40, WHENUSED WITHCHILLED WATERSUPPLY ORRETURN PIPINGSUPPORT RODS.SIZE ASSPECI-FIED INTABLE A1 3/8 "DIMENSIONSSEE PIPE MANUFACTURER'SPIPE O.D.60°2 5/8 "Ø x 4"1/2" CUT WASHERCOLLAR STRAP, HOT DIPHEX NUT ANDJ-BOLTS WITHFOR PAINTING.GALVANIZE AND PRIMEFABRICATE 3" x 1/4 "2" PROJECTION316 SS**60°2 3/8 "4"1" GROUT BEDPIPE SUPPORT DETAILNOT TO SCALE340TYPE PREQUIRED.NUTS AND BOLTS ASSECURE SUPPORTS WITHON STEEL COLUMNS2.TO SUIT LOAD.SPACE SUPPORTS1.NOTES:WALL316 SS CONCRETEANCHOR, SIZE ASREQUIRED BYMANUFACTURERONE HOLE CLAMPGRINNELL FIG. 126,ELCEN FIG. 93, OREQUAL3/8" THRU 4"PIPE3/8" THROUGH 4" PIPEPIPE SUPPORT DETAILNOT TO SCALE340TYPE QSPACER BLOCK ASREQUIREDSHORT CLIP GRINNELL FIG.262, ELCEN FIG. 43, OREQUALPIPE SIZE 4" MAXNOTE:FOR VERTICAL PIPES ONLY316 SST CONCRETEANCHORS, SIZE ANDNUMBERS AS REQUIRED BYMANUFACTURERPIPE SUPPORT DETAILNOT TO SCALE 340 TYPE RPIPE SIZE 4" THRU 14"PIPE ANCHOR CHAIR, ELCEN FIG.60 OR B-LINE FIG. B3147WELDED STEEL WALL BRACKET,GRINNELL FIG. 195 OR ELCENFIG. 57, MAX LOAD 1500 LBSWALL OR COLUMN316 SST CONCRETEANCHOR, TYPICAL SIZEFOR LOADS AS REQUIRED4" THROUGH 14"PIPE SUPPORT DETAILNOT TO SCALE 340 TYPE SBRACKET PLATEBACK PLATE 1/4 " xFLAT WASHERS TOWITH NUTS AND(2) 316 SS BOLTSBRACKET PLATEWALL OR COLUMN8" PIPE 3/4 " THRUFIG 92104 OR ELCENGRINNELL FIGLOAD 3000 LBSFIG 58, MAXIMUM199 OR ELCENGRINNELL FIGDIMENSIONSSUIT LOADPIPE SUPPORT DETAILNOT TO SCALE 340 TYPE TAND BRACKETS.PIPING AT STRAPSCOPPER AND PVCSLEEVE ON USE NEOPRENENOTE:NUMBER AS REQUIREDBY LOADINGANCHORS, SIZE AND316 SS CONCRETEPIPE BRACKETS, TYPICALPIPE STRAPS, TYPICALEQUAL CHANNEL MOUNTEDUNISTRUT, K-LINE, OROR STEEL COLUMNON CONCRETE WALL AS REQUIREDSTACKED PIPE WALL SYSTEM DETAILNOT TO SCALE340TYPE USHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 11:28 AM Plot By: maj Filename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwg Last Saved: 10/11/2022 11:23 AM Saved By: majFilename: N:\WW\Drawings\WW-ALL-DT-TYP01.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP01.dwg
MECHANICAL
MECHANICAL DETAILSSD-6KEC
MAJ
.
DWS 2022-10-21308
*
2 3/8 " TO 7" FLANGEBEAM, FLANGE WIDTHSTEEL I OR WIDE FLANGECAPACITY: 3/8 " THROUGH 6" PIPE830 LBS830 LBS760 LBS640 LBS390 LBSSHOWN IN TABLE A.BUT SHALL NOT EXCEED THOSE SPANSSPACING SHALL BE AS REQUIRED,LOADWOODMAXIMUM ALLOWABLE LOAD:THICKNESS .60"SIZEROD 7/8 " 3/4 " 5/8 " 1/2 " 3/8 "TABLE A.SPECIFIED INSIZE ASSUPPORT RODMSS TYPE 30EXTENSION PIECE.BEAM CLAMP WITHJAMB NUT3770 LBS2710 LBS1810 LBS1130 LBS610 LBSLOADCONC./STEELSTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE CSTEEL I OR WIDE FLANGEWIDE x 1.031" THICKBEAMS MAXIMUM FLANGE 15"1 1/4 " 7/8 " 3/4 " 5/8 " 1/2 " 3/8 "SHOWN IN TABLE A.BUT SHALL NOT EXCEED THOSE SPANSSPACING SHALL BE AS REQUIRED,TABLE A.SPECIFIED INSIZE ASSUPPORT RODROD SIZE LOADMAXIMUM ALLOWABLE LOAD:CAPACITY: 3/8" THROUGH 12" PIPEEYE NUT. MSS TYPE 28BEAM CLAMP WITH WELDLESSJAMB NUT8000 LBS4960 LBS3770 LBS2710 LBS1810 LBS1130 LBS610 LBS 1"STRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE DMSS TYPE LOAD323315003000LBSLBSCAPACITY 3/8" THROUGH12" PIPEMAXIMUM ALLOWABLE LOADWELDED STEEL BRACKETMSS TYPE 32 AND 33 ORAPPROVED EQUAL.316 SST ANCHOR BOLTS ORTYPE A STRUCTURALATTACHMENTBRACKET MAY BE USED WITH VARIOUSHANGER, ROLLER, GUIDE, U-CLAMP ANDANCHOR ASSEMBLIESUSE DESIGN WEIGHTS SHOWN IN TABLE A,TO DETERMINE TOTAL LOADSTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341TYPE ESHALL NOT EXCEED THOSE SPANS SHOWN INSPACING SHALL BE AS REQUIRED, BUTMAXIMUM ALLOWABLE LOAD 180 LBSCAPACITY 3/8" THROUGH 2" PIPE7" MAX.4" MIN.TABLE A.TYPE A STRUCTURAL ATTACHMENT1/2" 316 SST ANCHOR BOLT ORSUPER STRUT R-739, OR EQUAL. 3/8" SUPPORT RODAND BOTTOM.LOCK WASHER AND NUT, TOPSEE NOTE 4, TABLE ACAST IRON BRACKET. GRINNEL FIG. 213,STRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE FCAPACITY AT MID-POINTLOADLBSLBSLBSLBSLBSLOADL12"18"24"30"36"1000 650 500400350BRACKET UNISTRUT P2542THROUGH P2546. SUPERSTRUT S-251, POWER-STRUTPS809-12 OR EQUAL1/2" BOLT AND CHANNEL NUTUNISTRUT, SUPER STRUT, OREQUAL.CHANNEL UNISTRUT P-1000,SUPER STRUT A-1200, OREQUAL.1 5/8" SQUARE WASHER3/4" 316 SSTANCHOR BOLTBRACKET MAY BE USED WITHVARIOUS HANGER, ROLLER,GUIDE AND CLAMPASSEMBLIES.SPACING SHALL BE AS REQUIRED, BUT SHALL NOTEXCEED THOSE SPANS SHOWN IN TABLE A.LL/2STRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE KSAFETY OF 4 OR GREATER.MANUFACTURER WITH A FACTOR OFRECOMMENDED BY THE CHANNELMAXIMUM LOAD CAPACITY SHALL BE ASSHOWN IN TABLE A.SHALL NOT EXCEED THOSE SPANSSPACING SHALL BE AS REQUIRED, BUTANCHOR AND SWAY BRACE ASSEMBLIES.VARIOUS HANGER, GUIDE, RACK, ORMOUNTED, AND MAY BE USED WITHBRACKET MAY BE WALL OR CEILINGMAXIMUM UNLESS OTHERWISEPS200 OR APPROVED EQUAL.SHOWN OR SPECIFIED.AT 18" ON CENTERSTRUCTURAL ATTACHMENTBOLT, OR TYPE A5/8" 316 SST ANCHORLENGTH AS REQUIRED.A-1200, POWER STRUTP1000, SUPER STRUTCHANNEL, UNISTRUT1 5/8" SQUARE WASHERSTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341TYPE MFOR DIAMETERSEE TABLE "D"12" STEEL PLATE58" 316 SST ANCHORBOLT WITH FULLTHREADED STUDS1" TO 4" AS REQUIREDFINISHED FLOORLEVELING NUTGROUT AFTER LEVELINGSPACING SHALL BE AS REQUIRED, BUT SHALL NOT EXCEEDTHOSE SPANS SHOWN IN TABLE A.D + 6"SQUARE 1"TYPSTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE N1/4WF 6 x 20STRUCTURAL ATTACHMENT MAY BE USEDWITH VARIOUS HANGERS, GUIDE, ANDANCHOR ASSEMBLIES.NOTE:SPACING SHALL BE AS REQUIRED, BUTSHALL NOT EXCEED THOSE SPANS SHOWNIN TABLE A.1316"Ø HOLES TYPICAL OF8TYPICAL OF 8 34" 316SST ANCHOR BOLTL/2L = 36" MAXIMUMMAXIMUM LOAD =16,000 LBS.10"MIN.1/4"1/41/42"2"STRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE P12" x 12" x 12"STEEL PLATESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:29 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-7YL
TMG
.
DWS 2022-10-21309
*
SEE TABLE EFOR THICKNESSSTEEL PLATEPIPE SIZE2-2 1/2 24-3018-2014-168-123-6(INCHES) 1/4 SAME AS PIPE DIAMETER 1/4 BOLT SIZEPLATE 7/8 3/4 5/8 1/2 3/8 1/4 3/8 3/8 1/2 5/8 3/4 1(INCHES)THICKNESS(INCHES)9" MINIMUM8" MAXIMUMFOR THICKNESSSEE TABLE ESTEEL PLATETABLE ESTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE Q1-SECTIONNOT TO SCALE1-STRUCTURALATTACHMENT ORCONCRETE. SEE TABLE EFOR BOLT DIAMETER(TYPICAL OF 4). USE 316SST ANCHOR BOLTS, ASSHOWN, WHENATTACHED TO CONCRETEANVIL FIGURE47 OR EQUAL316 SST ANCHORBOLT TYP. OF 4ATTACH ROD TO STRUCTURAL ATTACHMENT WITH FORGED STEELCLEVIS, ANVIL FIG 299 OR EQUAL.10"
MIN.PLATE THICKNESSSTRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE SMAXIMUM ALLOWABLE LOADPLATETHICKNESSROD SIZEBOLT SIZELOAD34"1"34"4960 LBS1"114"78"8000 LBS1"112"1"11630 LBS"A" (15" MAXIMUM) 1/4 1/2" GROUT1 1/2"1 1/2" 1/4 CL PIPE45°STRUCTURAL ATTACHMENT DETAILNOT TO SCALE341 TYPE T2--ELEVATIONNOT TO SCALESEE TABLE, THIS DETAIL FORBOLT DIAMETER (TYPICAL OF4). USE 316 SST ANCHORBOLTS, AS SHOWN, WHENATTACHED TO CONCRETESEE TABLE, THIS DETAIL FORPLATE THICKNESSSIZE, NUMBERAND LOCATION OFBOLT HOLES TOMATCH PIPEFLANGEDIMENSION TOSUIT PIPEFLANGE BOLTCIRCLE1 1/2"2"2"2/3 "A"9"PIPE SIZE2-2 1/2 24-3018-2014-168-123-6(INCHES)BOLT SIZEPLATE 7/8 3/4 5/8 1/2 3/8 1/4 3/8 3/8 1/2 5/8 3/4 1(INCHES)THICKNESS(INCHES)BOLT AND PLATE TABLE1 1/2"1 1/2"2-1--PLANNOT TO SCALESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:30 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-8YL
TMG
.
DWS 2022-10-21310
*
FLOORFINISHED RODAND BACKERPROVIDE SEALANT6"1 1/2" MAXIMUM1/2" MINIMUMSCHEDULE 20PIPE SLEEVEMINIMUM1" 1/4 "CLAMP AS REQ'D.MSS TYPE 8WROUGHT PIPE-+FOR FLOORS AND CEILINGSPIPE PENETRATION DETAILNOT TO SCALE 342 TYPE CMODULAR MECHANICALSTAINLESS STEELEXPANDING RUBBER SEAL1/4⅊ 3"x316" THICK WEEPRINGSLEEVE SIZE AND SEALINSTALLATION SHALL BEPER MFR'SRECOMMENDATIONFILL IN THE GAP W/NON-SHRINK GROUTUNLESS NOTEDOTHERWISEFOR WALLSPIPE PENETRATION DETAILNOT TO SCALE 342 TYPE DDUCTILE IRON WALLPIPE WITHINTEGRALLY CASTWEEP RINGSMECHANICAL JOINT ONEARTH SIDE OR FLANGEIF INSIDE WALLPIPE TO BE FLUSH WITH WALL IFTANK OUTLET (NO PIPECONTINUATION)6"MINFOR WALLSPIPE PENETRATION DETAILNOT TO SCALE342TYPE FOPENING DIMENSION AND SEALINSTALLATION SHALL BE PERMFR'S. RECOMMENDATION.MODULAR MECHANICALEXPANDING RUBBER SEALFILL IN THE GAP W/NON-SHRINK GROUTCORE BIT DRILL OPENINGFOR EXISTING WALLSPIPE PENETRATION DETAILNOT TO SCALE 342 TYPE TCONDITIONFROMTOSTEEL PIPECAST IRONPLASTIC PIPETYPE1TANKTANKBELOW WSTANKD OR ED OR ETANKTANKTANKTANKABOVE WSBELOW WSABOVE WSOUTSIDEWALLROOFOUTSIDEWALLD OR EA,C,D, OR EB OR CD OR ED OR EA,C,D, OR EB OR CB OR CD OR ED OR EAS SHOWND,E, OR FD,E, OR GD OR ED OR E2345678STRUCTURESTRUCTURESTRUCTURESTRUCTURESTRUCTURESTRUCTUREPIPE PENETRATION TABLED,E,H, OR JD,E,F, OR ID,E,H, OR JD,E,F, OR IA,C,D OR ENOTES: 1. ALL PENETRATIONS LISTED ABOVE MAY NOT BE INCLUDED IN PLANS2. ABOVE TABLE APPLIES UNLESS OTHERWISE SPECIFIED ON PLANS.**9EXISTING TANK/STRUCTUREALL PENETRATIONST OR QT OR QT OR QFLEX COUPLING ORMECHANICAL JOINTTAPPED BELL FLANGEFOR STUD BOLTSMECHANICAL JOINT xFLANGE DUCTILE IRONWALL PIPEINTERIOR SIDEEARTH SIDEDUCTILE IRONPIPENOTE:COAT WALL PIPE WITH SPECIFIED PAINT SYSTEMPRIOR TO CONCRETE PLACEMENT.5"9"UNLESSOTHERWISESHOWNON PLANS2'-0" MAXIMUMFOR WALLSPIPE PENETRATION DETAILNOT TO SCALE 342 TYPE KPROVIDE SEALANT FORROOF PENETRATIONSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:30 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-9DWS
MAJ
.
DWS 2022-10-21311
*
SUPER STRUT AB-227-6, OR EQUALLATERAL BRACE UNISTRUT P1000,ANGULAR FITTING UNISTRUT P1546,PIPE CLAMP (MSS TYPE 4)SUPER STRUT A-1200, OR EQUALSUPER STRUT AB-227-6,SUPER STRUT AB-227-6,LATERAL BRACE UNISTRUT P1000,ANGULAR FITTING UNISTRUT P1546,SUPER STRUT AB-227-6, OR EQUALSUPER STRUT A-1200, OR EQUALTRANSVERSE BRACINGTRANSVERSE BRACINGLATERAL BRACEC SYMLSEE NOTES3 AND 4OR EQUALPIPE CLAMP (MSS TYPE 4)C SYMLLONGITUDINAL BRACINGLATERAL BRACEOR EQUAL30 5/8 8CEILINGC SYML2024301012141618TYPE S STRUCTUREATTACHMENTUNISTRUT P1546,50606040404050501 1/4 1 1/4 1 1/4 1111 3/4 TABLE F-PIPE SPAN AND ROD SIZE FOR LATERAL BRACINGNOMINAL PIPESIZE (INCHES)2 1/2 2346SPAN (FEET)2030202020MAXIMUM PIPE(INCHES) 3/8 3/8 3/8 3/8 1/2 ROD SIZEVARIOUS ANGLES AND PIPESPANS TO RESIST A LATERALWEIGHT OF THE PIPE FULLSPACING AND ROD SIZE.PIPE HANGERS.STRUCTURAL ATTACHMENTSHALL BE TYPE A WITH EYELOAD OF TEN PERCENT THESEE TABLE F FOR MAXIMUMRODS THROUGH 5/8 " ROD ANDTYPE S FOR 3/4 " RODSEE TABLE B FOR ACCEPTABLEAND LARGER.CEILINGLC SYM3.4.2.OF WATER.TYPE S STRUCTUREUNISTRUT P1546,ATTACHMENTNOTES FOR LATERAL BRACING:SHALL BE BRACED TO RESISTBOTH LATERAL AND LONGITUD-COMBINATIONS OF PIPE HANGERSAND STRUCTURAL ATTACHMENTSSHALL BE INSTALLED ATPIPES 2 INCH AND LARGERINAL SEISMIC LOADS. LATERAL1.LONGITUDINAL BRACINGLATERAL BRACING DETAILSNOT TO SCALE 343 -EQUIPMENT DRAINLINE(AS SPECIFIED)EQUIPMENTPAD ORFLOOR90° ELBOW45°1"D(2" TO 6" DIAMETER DRAINS)EQUIPMENT DRAIN DETAILNOT TO SCALE344TYPE AFLOOR DRAINTYPE 304 SSFUNNEL(SIZE ASSPECIFIED)"P" TRAPEQUIPMENT DRAINLINE(AS SPECIFIED)EQUIPMENTPAD ORFLOOR45°1"D(2" TO 6" DIAMETER DRAINS)EQUIPMENT DRAIN DETAILNOT TO SCALE344TYPE CFLOOR DRAINTYPE 304 SSFUNNEL(SIZE ASSPECIFIED)INSTALL TEE ANDORIENT/ROUTEFOR VENT LINE WHEREREQUIREDNOTE:VENT AS SHOWN ON DRAWINGSOR WHERE SPECIFIED.CLEANOUT TYPE ASSPECIFIEDCOMBO WYE AND1/8 BEND (DWV PVC ORCAST IRON)SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:30 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-10YL
TMG
.
DWS 2022-10-21312
*
FURNISH WITH WYE IF INLINECLEANOUT OR END OF LINECLEANOUT IS REQUIRED. SEEDETAIL 346 FOR CLEANOUTDETAIL.90° ELBOWFINISHEDFLOORFLOOR DRAIN1"4'-0" DIAMETER(2" TO 6" DIAMETER DRAINS)FLOOR DRAIN DETAILNOT TO SCALE345TYPE ATRAP GUARD INSERTBY PRO SET SYSTEMSOR APPROVED EQUALFINISHEDFLOORFLOOR DRAIN1"4'-0" DIAMETEROPTIONAL TRAP GUARD(IF SPECIFIED AND APPROVED BY OWNER'SBUILDING DEPARTMENT AUTHORITY - TO BE USEDIN PLACE OF A TRAP PRIMER)STANDARD INSTALLATIONINSTALL TEE ANDORIENT/ROUTEFOR VENT LINE WHEREREQUIREDFINISHEDFLOORFLOOR DRAIN"P" TRAPNOTE:VENT AS SHOWN ON DRAWINGSOR WHERE SPECIFIED.4'-0" DIAMETER1"(2" TO 6" DIAMETER DRAIN)FLOOR DRAIN DETAILNOT TO SCALE345TYPE BSTANDARD INSTALLATIONTRAP GUARD INSERTBY PRO SET SYSTEMSOR APPROVED EQUALFINISHEDFLOORFLOOR DRAIN1"4'-0" DIAMETEROPTIONAL TRAP GUARD(IF SPECIFIED AND APPROVED BY OWNER'SBUILDING DEPARTMENT AUTHORITY - TO BE USEDIN PLACE OF A TRAP PRIMER)(2" TO 6" DIAMETER DRAIN)FLOOR DRAIN DETAILNOT TO SCALE345TYPE CFINISHEDFLOORFLOOR DRAIN"P" TRAPNOTE:VENT AS SHOWN ON DRAWINGSOR WHERE SPECIFIED.4'-0" DIAMETERSTANDARD INSTALLATIONTRAP GUARD INSERTBY PRO SET SYSTEMSOR APPROVED EQUALFINISHEDFLOORFLOOR DRAIN1"4'-0" DIAMETER1"CLEANOUT TYPE ASSPECIFIEDCOMBO WYE AND1/8 BEND (DWV PVC ORCAST IRON)MIN. 4'-0"INSTALL TEE ANDORIENT/ROUTEFOR VENT LINE WHEREREQUIREDOPTIONAL TRAP GUARD(IF SPECIFIED AND APPROVED BY OWNER'SBUILDING DEPARTMENT AUTHORITY - TO BE USEDIN PLACE OF A TRAP PRIMER)SPECIFIEDTYPE ASCLEANOUT 1/8 " BENDCOMBINATION "Y"INTERIOR CLEANOUT DETAILNOT TO SCALE 346 -PVC DISCHARGE LINEREDUCER AS REQUIRED2" PVC BALL VALVE2" PVC BALL OR CONE CHECK VALVEQUICK DISCONNECTGRATINGSUMP PUMP ASSPECIFIED2' ABOVE
FIN. FLOORSUMP PUMP DETAILNOT TO SCALE 352 -SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:31 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-11YL
TMG
.
DWS 2022-10-21313
*
PRESSURE GAUGEPIPE OUTSIDEDIAMETER VARIES 3/4"-1/2" SSRED ADAPTER3/4" 316 SS BALLVALVEDISCHARGEPIPING3/4" SSPLUGBRASS PRESSURESNUBBER3/4" SS PLUGSS PROTECTIVEDIAPHRAGMBRASSPRESSURESNUBBER3/4"-1/2"SS REDADAPTERSS PROTECTIVEDIAPHRAGMPRESSURE GAUGE/MANUALBLOW-OFF ASSEMBLY DETAILNOT TO SCALE359-WATER SUPPLYAS SHOWNFASTEN RACK TOCONCRETE WALL WITH 58"316 SST EXPANSIONANCHORS AS REQUIREDTYP DANGER SIGNSIMILAR TO DETAIL364, TYPE A363-HOSERACKWALL-MOUNTEDUTILITY STATION DETAILNOT TO SCALE362TYPE AALTERNATIVE WATERSUPPLY LOCATION1
'
-
0
"
3'-6" ABOVE
FINISHED FLOOR
NOTES:1.COMPLETE ASSEMBLY TO BE 316 STAINLESSSTEEL.2.FOR 362 TYPE A UTILITY STATION, PROVIDE50-FOOT HOSE.3/4" VALVE WITH STANDARD3/4" HOSE CONNECTION1 1/2" VALVE WITH THREADEDOUTLET WITH KAMLOK QUICKDISCONNECT ADAPTOR3'-0"7"1'-8"
4"9" TYPICALNOTES:1.ALL CORNERS SHALL HAVE A 34" RADIUS.2.FOR 362 TYPE B UTILITY STATION, PROVIDE50-FOOT HOSE.3.COMPLETE ASSEMBLY TO BE 316 STAINLESSSTEEL.MINIMUM 316"316 STAINLESSSTEEL PLATETYP DANGERSIGN SIMILAR TODETAIL 364, TYPEA363-HOSERACK2" WIDE PIPE CLAMP 316STAINLESS STEEL WITH 238"NUT AND BOLT, TYP EACHSUPPORTRAIL-MOUNTEDUTILITY STATION DETAILNOT TO SCALE362TYPE B3/4" VALVE WITH STANDARD3/4" HOSE CONNECTION1 1/2" VALVE WITH THREADED OUTLETWITH KAMLOK QUICKDISCONNECT ADAPTOR3'-0"9"3"3"3"4"8"3'-0"4'-0"1'-0"1'-6"12"Ø 316 STAINLESS STEEL ANCHORBOLTS. 2 REQUIRED FOR EACH BASEPLATENOTES:1.ANCHOR BOLTS SHALL BE HOOKED UNDER REINFORCINGSTEEL OR INTO BASE SLAB.2.FOR 362 TYPE C UTILITY STATION, PROVIDE 50-FOOT HOSE.3.COMPLETE ASSEMBLY TO BE 316 STAINLESS STEEL.C8x5.0 POST x 4'-0" LONGWITH 4"x8"x14" THICK BASEPLATE SET ON 12" GROUTALL CORNERS SHALL HAVEA 14" RADIUS.TYP DANGER SIGNSIMILAR TO DETAIL 364,TYPE A363-HOSERACKMINIMUM 316"316 STAINLESSSTEEL PLATECONCRETE BASEOR FLOOR SLAB3/16TYP3/162"POST-MOUNTEDUTILITY STATION DETAILNOT TO SCALE362TYPE C3/4" VALVE WITH STANDARD3/4" HOSE CONNECTION1 1/2" VALVE WITH THREADED OUTLETWITH KAMLOK QUICKDISCONNECT ADAPTOR3'-0"7"1'-8"9" TYPICALNOTES:1.ALL CORNERS SHALL HAVE A 3/4" RADIUS.2.FOR 362 TYPE D UTILITY STATION, PROVIDE50-FOOT HOSE.3.COMPLETE ASSEMBLY TO BE 316 STAINLESSSTEEL.MINIMUM 3/16"316 STAINLESSSTEEL PLATETYP DANGER SIGNSIMILAR TO DETAIL364, TYPE A363-HOSERACKRAIL-MOUNTEDUTILITY STATION DETAILNOT TO SCALE362TYPE D2" WIDE PIPE CLAMP 316STAINLESS STEEL WITH 23/8" NUT AND BOLT. TYP.EACH SUPPORTHOSE RACK NOT TO SCALE363-MINIMUM 316" 316STAINLESS STEELPLATE2" TYP
1116" MOUNTINGHOLESNOTE:1.ALL CORNERS SHALL HAVE A 34" RADIUS.3/163/16120°2" TYP1'-6"
3 1 2"2'-0"4"
6
"7" RADIUS3/4" 316 SS BALLVALVE3/4" 316 SS BALLVALVESHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:31 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-12YL
TMG
.
DWS 2022-10-21314
*
DANGERTHIS WATERDO NOT DRINK3/4"1-1/4"1-5/8"1-5/8"1"2"3/4"1"4-3/8" 316 SSTANCHOR BOLTSOR 316 SS BOLTSAND NUTS ASREQUIRED7/16" HOLES FORWHITEWHITE LETTERINGBLACK LETTERINGBLACKREDNOTES:1.WARNING SIGN SHALL BE 0.060 INCH FIBERGLASS WITHEMBEDDED FADERPROOF LEGENDS.2.LETTER HEIGHTS ARE APPROXIMATE.3.CONTRACTOR SHALL USE 6 HOLES FOR INSTALLING SIGNON WALLS AND A MINIMUM OF 4 HOLES FORINSTALLING SIGN ON HANDRAILS.TYPICAL DANGER SIGNNOT TO SCALE364TYPE A1'-2"10"3 3/4 3 3/4 3 1/2 3 3/4 3 3/4 3 3/4 3 3/4 4 1/2 3 7/8 3 7/8 3 3/4 4 1/2 NOT TO SCALEINFORMATION GIVEN IN THE TABLE IS THE MINIMUM FOR PRESSURES UPTO AND INCLUDING 250 PSI. FOR PRESSURES IN EXCESS OF 250 PSITHE ABOVE INFORMATION SHALL BE AS DETERMINED BY THE ENGINEER.CONTINUOUSWELD TO PIPEPIPE 48" AND LARGERSOUTH, MAXIMUM VARIES FROM 1/2 " FOR 6" PIPE TO 1" FORCOUPLINGPLATELUGFLEXIBLE DIAMETERTO SUITOUTSIDEOF PIPE23ALUG DETAILOF PIPETO SUITOUTSIDEDIAMETERHF BDRESSER STYLE 38FLEXIBLE COUPLINGOR APPROVED EQUALPLANPIPESLCRODTHRUST SECTIONLUGTYP.45°45°TYP.UNLESS SHOWNON PLANSAAA+3"2 1/4 " MIN.(TYPICAL)H ATLUG6066728496364248541-1/2 1-1/2 121-1/2 1-1/2 1-1/2 1-1/2 1-1/2 2213141414241-1/4 1-1/4 1-1/4 1-1/4 1-1/4 8810101-1/4 1-1/4 1-1/4 DRILL D+1/8"HOLEWITH CONTINUOUSWELD TO PIPEEGBEND LINELUG MATERIAL SHALL CONFORMB7 OR ASTM A285 GRADE C.1. STUD DIAMETER=D INS.STUD MATERIAL 60 SHALLCONFORM TO ASTM A193,TO ASTM A283 GRADENOTES:GRADE B7.30°CC30°3.2. THAN 1818202430PIPESIZEINSSMALLER1 16 161166613 1/2 1111INSBAINSINSINSCENUMBER REQUIRED SHALLTHAN 4 SETS.ATTACHED TABLE. SHOWNFOR SET OF 4. VARYAS REQUIRED FOR MOREBE DETERMINED FROMDRESSERLUGCOUPLINGPLATE LUG. THE ACTUALLUG2-1/4 2-11/32 1-25/32 1-11/16 1-23/32 1-15/16 1-13/16 2-1/4 6566 1/2 6 1/4 6 1/2 255555 3/4 5 3/4 5 3/4 5 3/4 4-3/4 4-3/4 4-3/4 4-3/4 62-1/8 1/2 2-1/2 2-3/8 2-1/4 2-1/2 1/2 5/8 5/8 3/4 668101-3/4 1-1/2 1-1/2 1-7/8 3/8 7/16 5/16 5/16 4666 3/8 7/16 1/2 1/2 1/2 1/4 1/4 5/16 3/8 1-7/16 1-7/16 1-3/16 1-11/32 1-1/32 55 1/2 5 1/2 5 1/2 5 1/2 5 1/2 5555INSFINSINSGH41 1/4 1-1/2 1-1/4 1-1/8 1-3/8 1/4 5/16 5/16 5/16 4444INSD+1/8INSTSETSPERJOINT 1/4 1/4 1/4 1/4 1/4 INSWFOR STEEL PIPEFLEXIBLE COUPLING WITH THRUST HARNESSNOT TO SCALE366TYPE ANOT TO SCALE"E"1'-1" FOR 10"-24"1'-3" FOR 30"-64"MFR WELDEDRETAINER RING"A" DIA."D" PIPE O.D."H" DIA. ALLOY STEEL RODS(USE "J" RODS FOR 250 PSI RATING)DRESSER STYLECOUPLING"B" O.D.1/2" GAP"F" DIA. HOLESON "G" B.C."C" DIA.GLAND O.D.46810121416182024303642485460649.0011.0013.0615.8118.0619.3121.3823.5025.6329.1937.0043.3149.5055.8162.5766.4170.474.806.909.0511.1013.2015.3017.4019.5021.6025.8032.0038.3044.5050.8057.5661.6165.671.001.001.001.001.001.502.002.002.002.002.252.442.622.813.003.123.38787878787878787878781181181381381381341349.8811.8813.9416.6918.9421.3223.0125.3827.5131.6938.2544.5651.0057.5064.3869.2576.003434343434343434343411114114114112112444461012121416202428323626263112311231123112311231123112311231123112391239124112411241124242Ain.BMaximumin.in.CPipe O.D.in.Din.EB.H. Dia.in.FB.C.in.GTie RodØin.HNo. RodsJLengthin.Tie Rod11.5013.5015.6318.3720.6323.0024.6327.0029.1333.3840.1146.3053.1260.0066.8873.0080.00**Pipe O.D. May Vary - VERIFY w/ MFR.11" FOR 4"-8"FOR DUCTILE IRON PIPEFLEXIBLE COUPLING WITH THRUST HARNESS DETAILNOT TO SCALE366TYPE BSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:32 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-13YL
TMG
.
DWS 2022-10-21315
*
NOTES:1.ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESSSPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS.2.PIPE THRUST SHALL BE BASED ON TEST PRESSURE.3.PIPE THRUST = 0.7854 x D x TEST PRESSURE (psi), WHERE D IS PIPE OD.IN INCHES.4.MINIMUM TIE ROD YIELD 48,000 PSI.5.FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 34 INCHDIAMETER ROD FOR EVERY 6,000 PONDS INCREASE IN THRUST.6.CONTRACTOR MAY USE ONE INCH DIAMETER ROD FOR THRUSTSGREATER THAN 30,000 POUNDS. NUMBER OF ONE INCH RODS =NUMBER OF 34 INCH RODS X 0.5625. ROUND OFF TO THE NEXTLARGER NUMBER.7.ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUSTS GREATERTHAN 30,000 POUNDS.8.GRIND ALL CORNERS SMOOTH.TIE RODPER PIPEFLANGE118"1"112"*34" TIE RODA 325BOLTS* AS REQD TO CLEAR FLEXCPLG (112" MAX)TYPE I CONNECTIONTYPE II CONNECTIONSECTION3 x "A" + 6" MAX1" GAP"A" + 1"(MIN)"A"COAT W/ EPOXY PAINTPER SPECSDUCTILE IRONPIPEFLEX CPLG TO SUIT PIPE.CENTER ON JOINTFINGER TIGHTEN NUTSAGAINST ANCHOR PLATES.DOUBLE NUTS SHALL BEPROVIDED AS LOCK NUTS34"Ø TIE RODFOR DUCTILE IRON PIPETHRUST HARNESS CONNECTION DETAILSNOT TO SCALE367-12" RADIUS2(TYP)CLDIMENSION AS REQUIRED BYMANUFACTURER OR AS SHOWNON PLANS.STAINLESS STEELGATE STEMADJUSTABLE CAST IRONSTEM GUIDE WITH 316STAINLESS STEEL BOLTS ANDNUTS AS REQUIRED BYMANUFACTURER316 STAINLESS STEEL ANCHORBOLTS, NUTS AND WASHERS. SIZE,LENGTH AND THREAD PROJECTIONAS REQUIRED BY MANUFACTURER6" MINIMUM4" MINIMUMSTEM GUIDE INSTALLATION DETAILNOT TO SCALE 373 -AS REQUIRED BY STANDGATE OR VALVE OPERATORFLOOR STAND1" PROJECTIONAFTER ASSEMBLYPROJECT ANCHOR BOLTSAS REQUIRED BYMANUFACTURERAPPROX 112"NOTE:FLOOR STAND SHOWN IS REPRESENTATIVE ONLY.STAINLESS STEEL GATE STEMSHIMS AND NON-SHRINK GROUTMINIMUM (4) 34" 316 STAINLESS STEELANCHOR WITH STAINLESS STEEL NUTSAND WASHERSINSIDE DIAMETER OF HOLE FOR STEMPASSAGE SHALL BE A MINIMUM OF THESTEM DIAMETER PLUS 112" AND AMAXIMUM OF THE STEM DIAMETERPLUS 4". PIPE SLEEVE WITH 38" PIPEPROJECTION AND (2) HEADED CONCRETEANCHOR STUDS.DIMENSION AS REQUIRED BY GATEOR VALVE MANUFACTURER OR ASSHOWN ON PLANS9"
MINFLOOR STAND INSTALLATION DETAILNOT TO SCALE 374 -TOP ELEVATIONFLOOR ELEVATIONVALVE OPERATORS SHALL BE STANDARDPATTERN. NON-RISING STEM WITHHANDWHEEL OR CRANK AS SPECIFIED ORSHOWN ON PLANS.MUD VALVE WITH EXTENSION STEM, FLOORSTAND AND INTERMEDIATE STEM GUIDES.REFER TO 40 05 43 "MISCELLANEOUS VALVES".NOTE:ELEVATION AND SIZE TO BEDETERMINED FROM PLANSSTEMGUIDEMUD VALVE DETAILNOT TO SCALE 378 -14" STEEL BASE PLATE, SIZE AS REQUIRED BYEQUIPMENT. DRILL HOLES AS REQUIREDFOR MOUNTINGATTACH PLATE TO BRACKETS WITH (4) 14"DIAMETER MACHINE BOLTS WITH LOCKWASHERS AND HEX NUTSMOUNT APPROXIMATELY 3'-6" ABOVEFLOORWELDED STEEL BRACKETS, SIZE AS REQUIREDGRINNELL FIGURE 195 OR FEE AND MASONFIGURE 151ATTACH BRACKET TO MASONRY WALL WITH(4) 12" DIAMETER MASONRY ANCHORS ORTO CONCRETE WALL WITH 12" 316 SSTANCHOR BOLTSNOTE:HOT DIP GALVANIZE PARTS AFTER FABRICATION.WALL-MOUNTEDSMALL PUMP SUPPORT DETAILNOT TO SCALE 380 -NOTE:FOR NON-RISING STEM, PROVIDESQUARE NUT FOR T-WRENCH ATGATE IN PLACE OF FLOOR OPERATOR.SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:32 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-14YL
TMG
.
DWS 2022-10-21316
*
INTERIOR WITH BASE ELBOWCONCRETE PIPE SUPPORT DETAILNOT TO SCALE542TYPE D10"BASE FLANGE +4"VARIES
MAX. 2'-6"(12" SQ. MIN.)NOTES:1. (4) GALVANIZED ANCHOR BOLTS WITH(2) HEX NUTS AND WASHERS FORLEVELING AFTER INSTALLATION.2. USE 4000 PSI STRENGTH CONCRETE.ROUGHEN JOINT AND DRILLAND GROUT FOR EXISTINGSLABCONCRETE BASE34" CHAMFER#3 TIES @ 8" OC1" GROUT#4 BARS @ 12" EFMIN. (4) #4 BARSFIN. FLOORBASE ELBOW OR TEE(SEE DWG FOR SIZE)ANCHOR BOLTSSEE TABLE ON542TYPE G PIPE HOLD DOWN STRAP DETAILNOT TO SCALE542TYPE FD + 14"D + 18"16" AND GREATERLESS THAN 16"BEND FLAT BAR TOO.D. OF PIPE PLUS18"±16" PIPE AND SMALLER 3"x 58" FLAT BARWITH 1"x 18" ANCHOR BOLTS, HEX NUT,AND LOCK WASHERS. ALL GALV. WITH 3"PROJ. 16" AND LARGER PIPE 6"x 58" FLATBAR WITH 114"x 1'-11" ANCHOR BOLTS, HEXNUT, AND LOCK WASHERS, ALL GALV. 312"PROJ.O.D.+ 6"112"
112"
6"2"2"(4) 1716"x 2" SLOTS2"O.D.+ 6"2"112"
3"(2) 1516"x 2" SLOTS34" GROUTPLAN - 16" OR LARGERPLAN - 4" TO 14"12" C/C MAXIMUM#4 BARS @16"Ø PIPE OD + 14"2" CLR (TYP)2 ADDITIONAL #4BARS AT TOP6"C/C MAXIMUM#4 TIES @12"3"VARIESSLAB 120°INTERIORCONCRETE PIPE SUPPORTNOT TO SCALE542TYPE A<-16"Ø PIPE OD + 18">NOTE: #4 BARS MAY BE DRILLEDAND ANCHORED IN EXISTINGCONCRETE SLAB W/ HILTI HIT RE500 EPOXY ADHESIVE W/ 412"MIN EMBEDMENT, ORAPPROVED EQUAL.PROVIDE 2 LAYERS 15 MILFELT BETWEEN PIPE &CONCRETENOTE:REINFORCING IDENTICAL TOTHAT SHOWN FOR TYPICALINTERIOR PIPE SUPPORT.16"Ø PIPE OD + 14"STEEL STRAP & BOLTS(GALVANIZED)SLAB120°<-16"Ø PIPE OD + 18">542TYPE F6" MIN2" CLR (TYP)6"12"#4 TIES @12"3"
VARIES
C/C MAXIMUMC/C MAXIMUM#4 AT 12"BARS @ TOP2 ADDITIONAL #4SEE NOTE 1 VARIES
6"SEE NOTE 26"6"12"12"
SEE NOTE 1 NOTES:#4 AT 12"C/C MAXIMUMREINFORCING IDENTICAL TOTHAT SHOWN FOR TYPICALINTERIOR PIPE SUPPORT#4 AT 12"C/C MAXIMUM6"90°1.1 FOOT MINIMUM FOR ROCK, 4 FOOT MINIMUM INTOALL OTHER SOIL TYPES. FOOTING TO BE PLACED ONFIRM, UNDISTURBED MATERIAL.2.WIDTH OF PEDESTAL TO BE DETERMINED AS SHOWN ONTYPICAL INTERIOR PIPE SUPPORTS.3.THE SPACING OF EXTERIOR PIPE SUPPORTS SHALL BEDETERMINED BY THE FOLLOWING CRITERIA:A.A SUPPORT SHALL BE LOCATED ADJACENT TO EACHPIPE JOINT AS SHOWN IN DETAIL.B.SPACING OF EXTERIOR PIPE SUPPORTS WILL BESUCH THAT THE MAXIMUM BEARING PRESSUREUNDER THE FOOTINGS WILL BE 2000 POUNDS PERSQUARE FOOT.FINISHGRADEEXTERIORCONCRETE PIPE SUPPORTNOT TO SCALE542TYPE BSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:32 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-15YL
TMG
.
DWS 2022-10-21317
*
ELBOW OR TEE FLOOR SUPPORTNOT TO SCALE542TYPE G1" GROUT'A' DIA. DUCTILE IRON BASEELBOW OR TEESTEEL FLANGE 'D' SQ. 'C' THICK TOMATCH BASE ELBOW WITH (4) 'E' DIA.BOLTS.'B' DIA. SCH. 40 STEEL PIPEHOT DIP GALV. AFTERFABRICATION1/4(4) S.S. ADHESIVE CAPSULE ANCHORS 'E'DIAMETER AT 90°. PROVIDE WASHERSAND HEX NUTS FOR LEVELING423/863/862123/873/8841/293/81041/293/81261/2113/41461/2113/41661/2113/41881/213123/42081/213123/42481/21312 3/430103/4167/836123/4197/842163/42312 148183/4251 1/8DIMENSIONS IN INCHES'A' DIA. 'B' DIA. 'C' THK 'D' SQ. 'E' DIA.ELBOWOR TEEPEDESTAL SECTIONCONCRETE PIPE SUPPORT DETAILNOT TO SCALE543-2" CLR (TYP)6"12"#4 TIES @12"3"VARIESC/C MAXIMUMC/C MAXIMUM#4 AT 12"BARS @ TOP2 ADDITIONAL #418"4"STRUCTURENOTES:1.MOW STRIP MUST BE PLACED AGAINST ALLSTRUCTURES, MANHOLES, AND VAULTS EXCEPTWHERE SIDEWALKS OR DRIVEWAYS ARE SHOWN.2.WHEN A YARD HYDRANT (STANDARD DETAIL 329)IS INSTALLED ON A MOW STRIP, THE MOW STRIPWIDTH SHALL BE 24".(3) #3 BARS,CONTINUOUS#3 BARS AT12" C/CTYPICAL CONCRETE MOW STRIP DETAIL FOR STRUCTURESNOT TO SCALE545TYPE A34" CHAMFER (ALLSIDES)D+6"4"NOTES:1.MOW STRIP MUST BE CENTERED BELOW THEABOVE-GRADE PIPING.2.CONCRETE MOW STRIP MUST MATCH THEWIDTH OF THE PIPE SUPPORTS IF THE SUPPORTSARE WIDER THAN THE OUTER DIAMETER OF THEABOVE-GRADE PIPING. PIPE SUPPORTS NOTSHOWN FOR CLARITY.#3 BARS AT12" C/CD
ABOVE GRADEPIPE#3 CONT. AT12"C/C MAX.FOR ABOVE GRADE PIPINGTYPICAL CONCRETE MOW STRIP DETAILNOT TO SCALE545TYPE B34" CHAMFER(ALL SIDES)FL. EL. OF PIPEFINISH GRADE (2"CLEARANCE FROM TOPOF SLAB)⅊ 34"x12"x12" W/ (4) 5/8"Ø 316 SSEXPANSION BOLTS (ADHESIVEANCHORS) W/9" EMBEDMENT(STRUCTURAL ENGINEER TO VERIFY)TOP OF CONC SLABLEVELING NUTS1/41" NON-SHRINKGROUTSHOWN ON PLANSCONCRETE AT LOCATIONS6" DIA. SCHEDULE40 STL. PIPEFILLED SOLID W/PAINT WITHYELLOW PAINTTWO COATS OFTYPICAL CONCRETE SURFACEMOUNTED BOLLARD DETAILCONCRETE CAP (PAINT WITHYELLOW PAINT TO MATCH THEREST OF THE BOLLARD)3'-6"
(VERIFY WITH OWNER)NOT TO SCALE547TYPE A1" PAVED AREAS
3'-6"6"3'-0"
2" NON-PAVED AREASTYPICAL GRADE MOUNTED BOLLARD DETAILNOT TO SCALE547TYPE BCONCRETE CAP (PAINT WITHYELLOW PAINT TO MATCH THEREST OF THE BOLLARD)PAINT EXPOSED PORTIONWITH TWO COATS OFYELLOW PAINT6" DIA SCHEDULE 40 STL. PIPEFILLED SOLID W\ CONCRETE ATLOCATIONS SHOWN ON PLANSTOP OF FINISH GRADENEW CONCRETEFOOTING ELBOW OR TEE FLOOR SUPPORTNOT TO SCALE542TYPE H1" GROUT'A' DIA. STEEL BASEELBOW OR TEESTEEL FLANGE 'D' SQ.'C' THICK TO MATCHBASE ELBOW WITH (4)'E' DIA. BOLTS.'B' DIA. SCH. 40 STEEL PIPEHOT DIP GALV. AFTERFABRICATION(4) S.S. ADHESIVECAPSULE ANCHORS 'E'DIAMETER AT 90°.PROVIDE WASHERS ANDHEX NUTS FOR LEVELING1/41" EXP JOINT(FULL DEPTH) W/BACKER ROD ANDSEALANTSHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:33 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
STANDARD DETAILS
MECHANICAL DETAILSSD-16YL
TMG
.
DWS 2022-10-21318
*
POLYSULFIDE SEALANTCONTAINMENTLINING SYSTEMSAWCUT CONCRETE 1/4”X1/4”AND TERMINATE LINING SYSTEMINTO SAWCUTEMBEDDED NOSINGANGLE (REFER TOSTRUCTURAL DETAILS)CAST-IN-PLACEFLOOR DRAIN(REFER TOPLUMBING DETAILS)CONTAINMENTLINING SYSTEMSAWCUT CONCRETE 1/4”X1/4”AND TERMINATE LINING SYSTEMINTO SAWCUTPOLYSULFIDE SEALANTCONTAINMENT LININGSYSTEMPOLYSULFIDE SEALANT1/2" DEEP SAWCUTCONCRETECONCRETECONCRETECONCRETE OR CMUBACKER RODPOLYSULFIDE SEALANTAND1” - 2”HEIGHTCONTAINMENT LININGSYSTEM45 DEGREECANT COVECONCRETEEXISTING EXPANSION/ISOLATION JOINT MATERIALNOTE: FLEXIBLE JOINT SEALANT WIDTH TO DEPTH RATIO SHOWN IS APPROXIMATELY 2:1.CONTRACTOR MAY INSTALL CONTAINMENT COATING SYSTEM OVER FILLER MATERIAL,RE-SAWCUTTING, AND INSTALLING SEALANT. CONTRACTOR SHALL COORDINATE ANDINSTALL PER COATING MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.NOTE:CONCRETETHE CANT COVE MATERIAL MUST BE AS REQUIRED BY THE COATINGMANUFACTURER AND BE 100% SOLIDS EPOXY MIXED WITH FINE AGGREGATETO CREATE A MORTAR MATERIAL. THE COVE MUST BE BUILT PER THE COATINGMANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND PRIOR TOINSTALLING THE CHEMICAL RESISTANT COATING.BACKER RODCONCRETEANCHOR BOLTCONTAINMENT LININGSYSTEMPOLYSULFIDE SEALANTCONCRETESAWCUT CONCRETE1/4" X 1/4" AND TERMINATELINING SYSTEM INTO SAWCUTPOLYSULFIDE SEALANTPOLYSULFIDE SEALANTCONTAINMENT LININGSYSTEMCONTAINMENTLINING SYSTEMCONTAINMENT LINING SYSTEMCONCRETEEPOXY GROUTCONCRETESAWCUT CONCRETE1/4" X 1/4" AND TERMINATELINING SYSTEM INTO SAWCUTCONCRETEEPOXY GROUTBASE PLATEPOLYSULFIDE SEALANT1/2"1/4"1" - 2" HEIGHTPOLYSULFIDE SEALANTCONTAINMENT LININGSYSTEMCONTAINMENT LININGSYSTEMPIPE OR SLEEVENOTE: FLEXIBLE JOINT SEALANT WIDTH TO DEPTH RATIO SHOWN IS APPROXIMATELY 2:1.CONTRACTOR MAY INSTALL CONTAINMENT COATING SYSTEM OVER FILLER MATERIAL,RE-SAWCUTTING, AND INSTALLING SEALANT. CONTRACTOR SHALL COORDINATE ANDINSTALL PER COATING MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.TERMINATION DETAIL FORCOATING AT EMBEDSNOT TO SCALE1TERMINATION DETAIL FORCOATING AT TRENCH/FLOOR DRAINSNOT TO SCALE2EXPANSION/ISOLATION JOINTTREATMENT DETAILNOT TO SCALE3EXPANSION/ISOLATIONJOINT TREATMENT DETAILNOT TO SCALE4CANT COVE DETAILNOT TO SCALE5SLEEVED OR NON-SLEEVEDPIPE PENETRATION DETAILNOT TO SCALE6TERMINATION OF LINING ONCONCRETE WALL DETAILNOT TO SCALE7WRAP OVER TERMINATION OF LININGON CONCRETE WALL DETAILNOT TO SCALE8ANCHOR WITH AND WITHOUTBASE PLATE DETAILNOT TO SCALE9SHEETSEQ.this sheet, adjust scale.
drawing. If not one inch on
Bar is one inch on original
ISSUENO.
VERIFY SCALE
0 1
DATEBY F&N JOB NO.
FILE NAME
DTN20672
OCTOBER 2022
CHECKED
REVISED
DRAWN
DESIGNED
DATE
CITY OF DENTON, TEXAS
RAY ROBERTS WATER TREATMENT PLANTPlot Date: 10/11/2022 12:33 PM Plot By: maj Filename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwg Last Saved: 10/11/2022 12:24 PM Saved By: majFilename: N:\WW\Drawings\Existing Record Drawing\RWPS\WW-ALL-DT-TYP02.dwgACAD Rel: 24.2s (LMS Tech)BID SUBMITTALFreese and Nichols, Inc.
Texas Registered Engineering Firm F-2144
101 S. Locust, Suite 202
Denton, TX 76201
Phone - (940) 220-4340
Web - www.freese.com
CAPACITY RE-RATE AND PERFORMANCE IMPROVEMENTS
WW-ALL-DT-TYP02.dwg
MECHANICAL
SECONDARY CONTAINMENT COATING DETAILSSD-17YL
TMG
.
DWS 2022-10-21319
*
2022-10-21320
*
2022-10-21321
*
2022-10-21322
*
”
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER DETAILS
*
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER DETAILS2022-10-21Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER DETAILS
*
SANITARY SEWERENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS2022-10-21Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144*
S E W E RENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS*
10'
MINIMUM
10'
MINIMUM
TOP OF BANK
MATCH EXIST.
CHANNEL SECTION
CHANNEL BED
(WIDTH IS SITE SPECIFIC)
CASING PIPE (S702)
1'-0"
MIN.
1'-0"
MIN.
NOTES:
1.CROSSING RAMPS (10' WIDE) SHALL BE PROVIDED ON BOTH SIDES OF THE CHANNEL FOR A MOVING TRACTOR TO NAVIGATE.
2.A STORM WATER EROSION CONTROL AND POLLUTION PREVENTION PLAN MUST BE DESIGNED AND IMPLEMENTED TO MITIGATE THE IMPACT
OF CONSTRUCTION ACTIVITIES ON THE FEATURE BEING CROSSED.
3.PIPE SHOULD BE FULLY RESTRAINED AND PRESSURE RATED AS DETERMINED BY THE ENGINEER.
4.ACCESS TO THE BANKS ON EITHER SIDE OF THE CROSSING MUST BE AVAILABLE AS WELL AS ADEQUATE ROOM FOR ASSEMBLY AND
EQUIPMENT. BANK GRADE AND STABILITY MUST BE ADEQUATE. A GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO ASSIST WITH BANK
ANALYSIS AND STREAM BED ANALYSIS TO PROVIDE ADDITIONAL DATA AND RECOMMENDATIONS ON THE VIABILITY OF OPEN-CUT VS
TRENCHLESS CROSSINGS.
5.PIPE USED FOR LOW WATER CROSSINGS SHALL BE RESTRAINED FOR A MINIMUM OF 20 FT BEYOND TOP OF BANK ON EACH SIDE OF CREEK.
6.CASING PIPE IS REQUIRED WHEN DEPTH OF COVER IS LESS THAN 3 FT.
7.PLACE STONE RIP-RAP A MINIMUM OF 5 FT UPSTREAM & 5 FT DOWNSTREAM FROM CENTERLINE OF PIPE ALONG LOW WATER CROSSING BED.
8.STONES SHALL WEIGH BETWEEN 50 LBS & 150 LBS EACH, AND AT LEAST 60% SHALL WEIGH MORE THAN 100 LBS.
9.REFER TO STEEL CASING DETAIL FOR ADDITIONAL PIPE INFORMATION.
1'-0" MINIMUM
(SEE NOTE 8)
CLASS "B" CONCRETE
NATIVE MATERIAL NATIVE MATERIAL
12" MINIMUM TYPE "A"
DRY RIP-RAP(SEE NOTE 10)
RESTRAINED JOINT (TYP.)
CASING PIPE
O.D.1'-0"MIN.1'-0"
MIN.
1'-0"
MIN.
5'
MINIMUM
5'
MINIMUM
STEEL CASING PIPE
CARRIER PIPE
CASING SPACER
CLASS "B"
CONCRETE
APRON OPTION
CLASS "B" CONCRETE
18" TYPE "A"
DRY RIP-RAP
APRON OPTION
(SEE S701 NOTE 10)18"TYP.#4 BARS @ 18" O.C.
EACH WAY
CHANNEL BED
MATCH
EXIST.
GRADE
NATIVE
UNDISTURBED
MATERIAL
NATIVE
UNDISTURBED
MATERIAL 3:1 SLOPE
MATCH
EXIST.
GRADE
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WASTEWATER DETAILS
*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR USE
IN THIS PROJECT BY THE ENGINEER
WHOSE SEAL APPEARS HEREON, AND
WHO CERTIFIES THE CONTENT OF THE
DETAILS AND NOTES HEREIN HAVE NOT
BEEN ALTERED AND ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THE STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER/WASTEWATER SHARED DETAILS
*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR USE
IN THIS PROJECT BY THE ENGINEER
WHOSE SEAL APPEARS HEREON, AND
WHO CERTIFIES THE CONTENT OF THE
DETAILS AND NOTES HEREIN HAVE NOT
BEEN ALTERED AND ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THE STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
WATER/WASTEWATER SHARED DETAILS
*
AAA-AENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSSTORM DRAINAGE DETAILS*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
*
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
STORM DRAINAGE DETAILS
*
I
I
I
I
I
I
I
I
I
I I
I I
I
I I
I I
I
I
I I
I
I
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
CONCRETE PAVING CROSS SECTION DETAILS
*
II II IIII IIIIII IIII II IIII II II II (II (II II IIII IIII ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSASPHALT PAVING CROSS SECTION DETAILS*
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSCURB & GUTTER AND JOINT DETAILS*
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSINTERSECTION/HEADER/DEAD END BARRICADE DETAILS*
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSDRIVE APPROACH DETAILS*
II I
V I
V
I I
I
A
A
ENGINEERING SERVICES
A-A
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
MEDIAN DETAILS
*
CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSSIDEWALK DETAILS*
DIVISION 1000 EROSION & SEDIMENT CONTROL
TABLE OF CONTENTS
Drawing #Subject Section I: Item #
1010 RESERVED N/A
1020A Silt Fence 201.5. pages 201-1 to 201-11
1020B Silt Fence 201.5. pages 201-1 to 201-11
General Notes
1030A Interceptor Swale 201.6. pages 201-1 to 201-11
1030B Interceptor Swale 201.6. pages 201-1 to 201-11
1040A Diversion Dike 201.7. pages 201-1 to 201-11
1040B Diversion Dike 201.7. pages 201-1 to 201-11
1050A Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11
1050B Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11
1060A Rock Check Dam 201.9. pages 201-1 to 201-11
1060B Rock Check Dam 201.9. pages 201-1 to 201-11
1070A Stabilized Construction Entrance 201.11. pages 201-1 to 201-11
1070B Stabilized Construction Entrance 201.11. pages 201-1 to 201-11
1080A Sand Bag Check Dam 201.10. pages 201-1 to 201-11
1080B Sand Bag Check Dam 201.10. pages 201-1 to 201-11
1090 Stone Outlet 201.12. pages 201-1 to 201-11
Sediment Trap
1100 Pipe Outlet N/A
Sediment Basin
1110 Pipe Slope Drain 201.13. pages 201-1 to 201-11
1120 Inlet Protection 201.14. pages 201-1 to 201-11
Filter Barrier
1130 Inlet Protection-Drop 201.14. pages 201-1 to 201-11
Block and Gravel
1140 Inlet Protection-Curb 201.14. pages 201-1 to 201-11
Block and Gravel
1150 Inlet Protection 201.14. pages 201-1 to 201-11
Excavated Impoundment
1060A Erosion Control Blankets 201.15. pages 201-1 to 201-11
1060B Erosion Control Blankets 201.15. pages 201-1 to 201-11
ENGINEERING SERVICES
CERTIFICATION:
THIS CITY OF DENTON STANDARD
DETAIL SHEET IS AUTHORIZED FOR
USE IN THIS PROJECT BY THE
ENGINEER WHOSE SEAL APPEARS
HEREON, AND WHO CERTIFIES THE
CONTENT OF THE DETAILS AND NOTES
HEREIN HAVE NOT BEEN ALTERED
AND ASSUMES RESPONSIBILITY FOR
APPROPRIATE USE OF THE
STANDARDS WITHIN THIS SHEET.
STANDARD DETAILS
EROSION & SEDIMENTATION CONTROL DETAILS
2022-10-21
Freese and Nichols, Inc.Texas Registered Engineering Firm F-2144
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