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IFB 7096 LLWTP_Drawings_Bid Set_Full Size rev 6.17.19NO SCALE VICINITY MAP PROJECT SITE NO SCALE AREA MAP DENTON, TX Revit File:Plot Date:MAY 2019 BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK DRAWN BY: DATE: JOB NO.: DESIGNED BY: REGISTRATION NO. F-5713 LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS DENTON, TX VOLUME 4 OF 4 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:17:24 PM100% DESIGN DRAWINGS -BID SET GARVER PROJECT NO. 18088080 3010 GAYLORD PARKWAY, SUITE 190 FRISCO, TEXAS (972) 377-7480 COVER 18088080 MAY 2019 KOB EGBCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX01-G001 001REVDATEDESCRIPTIONBY DRAWING NUMBER DRAWING NUMBER LEGEND EXAMPLE:G –GENERAL X –DEMOLITION 120 –LOWER BASEMENT LEVEL 200 –ELEVATIONS 70-M201 A –ARCHITECTURAL F –FIRE & LIFE SAFETY 130 –GROUND LEVEL 300 –SECTIONSM -MECHANICAL T -TELECOMMUNICATIONS 140 –SECOND OR UPPER LEVEL 400 –DETAILS FACILITY AREA CODE PREDOMINATE VIEW OR ELEMENT C -CIVIL 150 –ROOF LEVEL 500 –DIAGRAMS OR SCHED DISCIPLINE S -STRUCTURAL 160 –ADDITIONAL UPPER LEVELS E -ELECTRICAL I –INSTRUMENTATION & CONTROL (CIVIL EX. 100 –SITE PLANS 200 –GRADING & PAVING 300 –PIPING & PROFILES)Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:14:59 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB EGB INDEX OF DRAWINGS 01-G002 002 GENERAL - 01 SHEET NO. DWG. NO.DESCRIPTION 001 01-G001 COVER 002 01-G002 INDEX OF DRAWINGS 003 01-G003 ABBREVIATIONS 004 01-G004 CIVIL ABBREVIATIONS AND NOTES LEGEND 005 01-G005 PROCESS AND INSTRUMENTATION DIAGRAM LEGEND 006 01-G006 STRUCTURAL NOTES AND LEGEND 007 01-G007 BUILDING CODE REVIEW 008 01-G008 PROCESS MECHANICAL NOTES AND LEGENDS 009 01-G009 BUILDING MECHANICAL NOTES AND LEGEND 010 01-G010 ELECTRICAL LEGEND 011 01-G011 PROCESS FLOW DIAGRAM 012 01-G012 HYDRAULIC PROFILE SITE CIVIL - 05 SHEET NO. DWG. NO.DESCRIPTION 013 05-C101 EXISTING SITE PLAN 014 05-C102 PROPOSED SITE PLAN - OVERVIEW 015 05-C103 PROPOSED SITE PLAN - ENLARGED 016 05-C201 GRADING, PAVING, DRAINAGE AND EROSION CONTROL PLAN 017 05-C301 EXISTING YARD PIPING PLAN I 018 05-C302 EXISTING YARD PIPING PLAN II 019 05-C303 PROPOSED YARD PIPING PLAN I 020 05-C304 PROPOSED YARD PIPING PLAN II 021 05-C305 PROPOSED YARD PIPING PROFILE I 022 05-C306 PROPOSED YARD PIPING PROFILES II 023 05-C307 PROPOSED YARD PIPING PROFILES III 024 05-E101 ELECTRICAL SITE PLAN AND MOTOR LIST PROCESS INSTRUMENTATION AND CONTROLS DIAGRAMS - 08 SHEET NO. DWG. NO.DESCRIPTION 025 08-681 WASWATER EQUALIZATION BASIN P&ID 026 08-691 WASHWATER RECOVERY BASIN P&ID 027 08-I701 GRAVITY THICKENERS P&ID 028 08-I751 THICKENED RESIDUALS PUMP STATION P&ID 029 08-I771 BELT PRESS UNITS AND SLUDGE TRANSPORT P&ID 030 08-I772 PLANT WATER BOOSTER PUMP STATION P&ID 031 08-I773 POLYMER STORAGE AND FEED FACILITY P&ID 032 08-I774 CONVEYOR P&ID GRAVITY THICKENERS - 70 SHEET NO. DWG. NO.DESCRIPTION 042 70-S121 FOUNDATION AND LOWER WALL PLAN 043 70-S131 TOP OF WALL PLAN 044 70-S301 STRUCTURAL SECTIONS 045 70-S401 STRUCTURAL DETAILS 046 70-S402 STRUCTURAL DETAILS - WALKWAY AND STAIRS 047 70-S403 STRUCTURAL DETAILS 048 70-M131 THICKENER NO. 1 PROCESS MECHANICAL PLAN 049 70-M301 THICKENER NO. 1 PROCESS MECHANICAL SECTIONS I 050 70-M302 THICKENER NO. 1 PROCESS MECHANICAL SECTIONS II 051 70-M303 THICKENER NO. 1 PROCESS MECHANICAL SECTIONS III 052 70-M901 ISOMETRIC VIEWS 053 70-E131 POWER PLAN AND CONTROL PLAN 054 70-E701 THICKENER CONTROL PANEL SCHEMATIC THICKENED RESIDUALS PUMP STATION - 75 SHEET NO. DWG. NO.DESCRIPTION 055 75-S121 FOUNDATION/SLAB PLAN 056 75-S301 STRUCTURAL SECTIONS 057 75-M131 PROCESS MECHANICAL PLAN 058 75-M301 PROCESS MECHANICAL SECTIONS 059 75-M901 ISOMETRIC VIEW 060 75-E131 THICKENED RESIDUALS PUMP STATION POWER PLAN 061 75-E301 ELECTRICAL PANEL ELEVATIONS 062 75-E701 THICKENED RESIDUAL VALVES ACTUATOR SCHEMATIC (TYP. OF 9) 063 75-E702 RESIDUAL PUMPS CONTROL PANEL SCHEMATIC DEWATERING FACILITY - 77 SHEET NO. DWG. NO.DESCRIPTION 064 77-S111 FOUNDATION PLAN 065 77-S121 SLAB PLAN 066 77-S131 WALL PLAN 067 77-S141 ROOF FRAMING PLAN 068 77-S151 ROOF PLAN 069 77-S201 BUILDING ELEVATIONS 070 77-S202 BUILDING ELEVATIONS 071 77-S203 BUILDING ELEVATIONS 072 77-S204 BUILDING ELEVATIONS 073 77-S301 BUILDING SECTIONS 074 77-S302 WALL SECTIONS I 075 77-S303 WALL SECTIONS II 076 77-S401 ACCESS PLATFORM DETAILS I 077 77-S402 ACCESS PLATFORM DETAILS II 078 77-S403 ACCESS PLATFORM DETAILS III 079 77-S404 FOUNDATION AND SLAB DETAILS 080 77-S405 CONTAIMENT AREA DETAILS 081 77-S406 TOTE SUPPORT DETAILS 082 77-S407 STRUCTURAL DETAILS I 083 77-S408 STRUCTURAL DETAILS II 084 77-S409 STRUCTURAL DETAILS III 085 77-S410 STRUCTURAL DETAILS IV 086 77-S411 STRUCTURAL DETAILS V 087 77-S501 SCHEDULES 088 77-M131 PROCESS MECHANICAL PLAN 089 77-M132 ENLARGED PLAN - CHEMICAL FEED SYSTEM 090 77-M133 ENLARGED PLAN - BOOSTER PUMP SYSTEM 091 77-M181 HVAC PLAN 092 77-M581 HVAC EQUIPMENT SCHEDULES AND SCHEMATIC 093 77-M191 PIPING PLAN 094 77-M192 PLUMBING PLAN 095 77-M301 PROCESS MECHANICAL SECTIONS I 096 77-M302 PROCESS MECHANICAL SECTIONS II 097 77-M303 PROCESS MECHANICAL SECTIONS III 098 77-M901 ISOMETRIC VIEW 099 77-M902 ISOMETRIC VIEW DETAILS 100 77-E131 DEWATERING FACILITY POWER PLAN 101 77-E132 DEWATERING FACILITY POWER PLAN CONT. 102 77-E133 ENLARGED POWER PLAN 103 77-E134 DEWATERING FACILITY LIGHTING PLAN 104 77-E135 DEWATERING FACILITY GROUNDING PLAN 105 77-E136 DEWATERING FACILITY GROUNDING PLAN ELECTRICAL - 90 SHEET NO. DWG. NO.DESCRIPTION 106 90-E501 DEWATERING FACILITY ONE LINE DIAGRAM I 107 90-E502 DEWATERING FACILITY ONE LINE DIAGRAM II 108 90-E503 EQUALIZATION BASIN AND WASHWATER ONE LINE DIAGRAM 109 90-E601 LIGHT FIXTURE AND PANEL SCHEDULE 110 90-E602 CONDUIT SCHEDULE 111 90-E603 DUCT BANK SECTIONS 112 90-E701 PLC CONTROL PANEL ELEVATION 113 90-E702 PLC CONTROL PANEL SCHEMATIC 114 90-E801 77PLC01 I/O LIST 115 90-E802 77PLC01 I/O LIST CONT. 116 90-T901 SCADA ARCHITECTURE DIAGRAM WASHWATER EQUALIZATION BASIN - 68 SHEET NO. DWG. NO.DESCRIPTION 033 68-S401 STRUCTURAL DETAILS I 034 68-S402 STRUCTURAL DETAILS II 035 68-M131 PROCESS MECHANICAL PLAN 036 68-M301 PROCESS MECHANICAL SECTIONS 037 68-E131 POWER PLAN AND CONTROL PLAN 038 68-E701 CONTROL PANEL SCHEMATIC WASHWATER RECOVERY BASIN - 69 SHEET NO. DWG. NO.DESCRIPTION 039 69-M131 PROCESS MECHANICAL PLAN 040 69-E131 POWER PLAN AND CONTROL PLAN 041 69-E702 VERTICAL TURBINE PUMPS CONTROL PANEL SCHEMATIC REVDATEDESCRIPTIONBY ABBREV DESCRIPTION SHT TYPE A AMP E ABC ABOVE COUNTER E ABDN ABANDON C ABV ABOVE M A/C AIR CONDITIONER, AIR CONDITIONING M ACC AIR COOLED CHILLER M ACCU AIR COOLED CONDENSING UNIT M ACS ACCESS CONTROL SYSTEM E ACU AIR CONDITIONING UNIT E AFF ABOVE FINISHED FLOOR C,S,M, E AFG ABOVE FINISHED GRADE E AIC AMPS INTERRUPTING CAPACITY E AL ALUMINUM S ALUM ALUMINUM SULFATE C AM AMP-METER E AMP AMPERES M ANN ANNUNCIATOR E ANSI AMERICAN NATIONAL STANDARDS INSTITUTE M AP AERIAL PRIMARY E APD AIR PRESSURE DROP M APPROX APPROXIMATE C ARCH ARCHITECT, ARCHITECTURAL S ARI AIR CONDITIONING & REFRIGERATION INSTITUTE M AS AERIAL SECONDARY E ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION & AIR CONDITIONING ENGINEERS M ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS M ASPH ASPHALT C ASSY ASSEMBLY C ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS M ATS AUTOMATIC TRANSFER SWITCH E AUX AUXILIARY M,E AWWA AMERICAN WATER WORKS ASSOCIATION M BD BACKDRAFT DAMPER M BFI BLOWN FUSE INDICATOR E BFW BOILER FEED WATER M BG BACK GOUGE S BI BYPASS ISOLATION E BKR BREAKER M,E BLDG BUILDING C BLK BLOCK C BM BENCHMARK C BOD BOTTOM OF DUCT M BOP BOTTOM OF PIPE M BOS BOTTOM OF STRUCTURE M BOT BOTTOM C BTU BRITISH THERMAL UNIT M C CONDUIT E CB CIRCUIT BREAKER E CCJ CRACK CONTROL JOINT S CCTV CLOSED CIRCUIT TELEVISION E CFH CUBIC FEET PER HOUR M CFM CUBIC FEET PER MINUTE M CFS CUBIC FEET PER SECOND M CGRS PVC COATED GALVANIZED RIGID STEEL E CI CAST IRON C CIP CAST IRON PIPE C CIRC CIRCULATING M CJ CONSTRUCTION JOINT C,S CJP COMPLETE JOINT PENETRATION S CKT CIRCUIT M,E CL CENTERLINE M,S,E CL CLASS C CLG CEILING M COGEN COMBINED HEAT AND POWER GENERATION C,M CMU CONCRETE MASONRY UNIT C,S,M COL COLUMN M COM COMMON E CONC CONCRETE C CONN CONNECTION C CONT CONTINUOUS C,S,E CP CONTROL PANEL E CP CONTROL POINT C CPT CONTROL POWER TRANSFORMER E CPVC CHLORINATED POLYVINYL CHLORIDE M CR CONTROL RELAY E CRI COLOR RENDERING INDEX E CS CORD SET E CU COEFFICIENT OF UTILIZATION E CU COPPER M CW COLD WATER M °C DEGREES CELSIUS M DB DRY BULB M dB DECIBEL M DDC DIRECT DIGITAL CONTROL(S) M DEB DIRECT EARTH BURIED E DI DUCTILE IRON C DIA DIAMETER C,S DIP DUCTILE IRON PIPE C DISC DISCONNECT M DX DIRECT EXPANSION M EA EXHAUST AIR, EXPANSION ANCHOR, EACH C,S,M EAT ENTERING AIR TEMPERATURE M EC EMPTY, EMBEDDED CONDUIT E ECC ECCENTRIC M EDB ENTERING DRY BULB M EF EXHAUST FAN E EF EACH FACE S EFF EFFLUENT C EG EQUIPMENT GROUND E EJ EXPANSION JOINT S EL, ELEV ELEVATION C,S,M, E ELEC ELECTRICAL C,S,M EMT ELECTRICAL METALLIC TUBING E ENCL ENCLOSURE M EQ EQUAL C EQUIP EQUIPMENT M ES EVENLY SPACED, EACH SIDE S ESP EXTERNAL STATIC PRESSURE M ETM ELAPSED TIME METER E EW EACH WAY S EWB ENTERING WET BULB M EWC ELECTRICAL WATER COOLER M EWT ENTERING WATER TEMPERATURE M EX EXISTING C EXH EXHAUST M EXP EXPANSION C EXST EXISTING S EXT EXTERIOR S FA FIRE ALARM M,E FACP FIRE ALARM CONTROL PANEL E FC FAN COIL E FCJ FLOOR CONSTRUCTION JOINT C FD FLOOR DRAIN S FDS FUSED DISCONNECT SWITCH E FES FLARED END SECTION C FH FIRE HYDRANT C FIN GR FINISH GRADE C FL FLOW LINE C,M FLA FULL LOAD AMPERES M FLEX FLEXIBLE M FLG FLANGED C FLR FLOOR S,E FND FOUNDATION S FOB FLAT ON BOTTOM M FOC FIBER OPTIC CABLE E FPM FEET PER MINUTE M FRP FIBERGLASS REINFORCED PIPE C FRP FIBERGLASS REINFORCED PLASTIC S,M,E FS FLOAT SWITCH E FS FOOTING STEP, FAR SIDE S FT FEET, FOOT C,S,E FTG FOOTING C FVNR FULL VOLTAGE NON-REVERSING STARTER E FVR FULL VOLTAGE REVERSING STARTER E °F DEGREES FAHRENHEIT M GA GAUGE, GAGE M,S GAL GALLON M GALV GALVANIZED M,S GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER M,E GL GAS LINE C GND GROUND E GPD GALLONS PER DAY M GPH GALLONS PER HOUR M GPM GALLONS PER MINUTE M GR GRADE C GRND GROUND M GRS GALVANIZED RIGID STEEL E GV GATE VALVE C H,HT HEIGHT M HD HEAD, HUB DRAIN M HID HIGH INTENSITY DISCHARGE E HOA HAND-OFF-AUTOMATIC M,E HORIZ HORIZONTAL C,S,M HP HORSEPOWER, HEAT PUMP M,E HR HOUR E HSTAT HUMIDISTAT M HTG HEATING M HTR HEATER M HW HOT WATER M HWY HIGHWAY C HYD HYDRANT M Hz HERTZ M ID INSIDE DIAMETER C,M IDS INTRUSION DETECTION SYSTEM E IE INVERT ELEVATION M IG ISOLATED GROUND E IJ ISOLATION JOINT S IN INCHES C IN WC INCHES OF WATER COLUMN M INF INFLUENT C INT INTERIOR S INV INVERT C ISP INDIVIDUALLY SHIELDED PAIR E JB JUNCTION BOX E JT JOINT C KIP 1,000 POUNDS S KLF KIPS PER LINEAR FOOT S KSF KIPS PER SQUARE FOOT S kVA KILOVOLT-AMPERES M,E kVAR KILOVOLT-AMPERE, REACTIVE E kW KILOWATTS M,E kWh KILOWATT-HOUR M L LENGTH M LA LIGHTNING ARRESTER E LAT LEAVING AIR TEMPERATURE M LBS, #POUNDS S,M LDB LEAVING DRY BULB M LEN LENGTH C LF LINEAR FEET M LG LONG C LIN LINEAL, LINEAR C LLF LIGHT LOSS FACTOR E LLH LONG LEG HORIZONTAL S LLV LONG LEG VERTICAL S LO LUGS ONLY E LOC LOCATION C LOR LOCAL-OFF-REMOTE E LP LOW PRESSURE M LRA LOCKED ROTOR AMPERES M LSL LONG SLOT S LT LEFT C LTG LIGHTING M LV LOW VOLTAGE E LWB LEAVING WET BULB M LWT LEAVING WATER TEMPERATURE M MANUF MANUFACTURER C MAX MAXIMUM C,S MBTU, MBH 1000 BTU PER HOUR M MCA MINIMUM CIRCUIT AMPACITY M MCB MAIN CIRCUIT BREAKER E MCB MINIMUM CIRCUIT BREAKER M MCC MOTOR CONTROL CENTER E MCP MOTOR CIRCUIT PROTECTOR E MD MOTORIZED DAMPER M MECH MECHANICAL S MFR MANUFACTURER S,M,E MGD MILLION GALLONS PER DAY C MH MANHOLE, METAL HALIDE C,M MIN MINIMUM C,S,E MISC MISCELLANEOUS C MJ MECHANICAL JOINT C MLO MAIN LUGS ONLY E MOCP MAXIMUM OVER CURRENT PROTECTION M MS MOTOR STARTER E MTD MOUNTED E N NORTH C N.O.NORMALLY OPEN M N/A NOT APPLICABLE M NC NOISE CRITERIA, NORMALLY CLOSED M NCTO NORMALLY CLOSED TIMED OPEN E NEC NATIONAL ELECTRICAL CODE M NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION M NEUT NEUTRAL E NFDS NON-FUSED DISCONNECT SWITCH E NFPA NATIONAL FIRE PROTECTION ASSOCIATION M NIC NOT IN CONTRACT C,M NL NIGHT LIGHT E NO,#NUMBER C NOTC NORMALLY OPEN TIMED CLOSED E NS NEAR SIDE S NTS NOT TO SCALE C,M,E NWSL NORMAL WATER SURFACE LEVEL C OA OUTSIDE AIR M OBD OPPOSED BLADE DAMPER M OC ON CENTER C,S,E OD OUTSIDE DIAMETER C,M OFCI OWNER FURNISHED/M OH OVERHEAD M,E OH OPPOSITE HAND S OHP OVERHEAD PRIMARY E OHS OVERHEAD SECONDARY E OL OVERLOAD E OS&Y OUTSIDE STEM AND YOKE M OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION M OVS OVERSIZED S PB PUSH BUTTON E PCF POUNDS PER CUBIC FOOT S PD PROCESS DRAIN C,M PE PLAIN END C PEC PHOTO ELECTRIC CELL E PF POWER FACTOR E PFCC POWER FACTOR CORRECTION CAPACITOR E PH, ø PHASE M PI POINT OF INTERSECTION C PIV POST INDICATOR VALVE M PJP PARTIAL JOINT PENETRATION S PL PILOT LIGHT E PL, PLS PLATE, PLACES C PLF POUNDS PER LINEAR FOOT S PMR PHASE MONITOR RELAY E PNL PANEL M,E PO PUSH ON C PP POWER POLE C PRV PRESSURE RELIEF VALVE S,M PSF POUNDS PER SQUARE FOOT S,M PSI POUNDS PER SQUARE INCH C,S,M PSIA POUNDS PER SQUARE INCH ABSOLUTE M PSIG POUNDS PER SQUARE INCH GAUGE M PTT PUSH-TO-TEST E PVC POLYVINYL CHLORIDE C,M,E R, RAD RADIUS C RA RETURN AIR M RCP REFLECTED CEILING PLAN M RCP REINFORCED CONCRETE PIPE C RD ROOF DRAIN M RE:REFERENCE, REFER M RECIRC RECIRCULATE M RECPT RECEPTACLE E RED REDUCER C REINF REINFORCEMENT C,S,M REQD REQUIRED C,S,M RH RELATIVE HUMIDITY M RHG REFRIGERANT HOT GAS M RJ RESTRAINED JOINT C RL REFRIGERANT LIQUID M RLA RUNNING LOAD AMPERES M RM ROOM M,E ROW, R/W RIGHT-OF-WAY C RPM REVOLUTIONS PER MINUTE M RT RIGHT C RVAT REDUCED VOLTAGE AUTO-TRANSFORMER STARTER E RVSS REDUCED VOLTAGE SOFT STARTER S SECOND E S SOUTH, SLUDGE C SA SURGE ARRESTER E SA SUPPLY AIR M SCH SCHEDULE C SD SMOKE DAMPER, STORM DRAIN M, C SDBC SOFT DRAWN BARE COPPER E SE SERVICE ENTRANCE E SEC SECTION M SECT SECTION C SF SQUARE FEET C,M SHT SHEET C,E SIM SIMILAR S SN SOLID NEUTRAL E SP STATIC PRESSURE M SPEC SPECIFICATIONS C,S SQ SQUARE C,M SS STAINLESS STEEL M,S,E SS SANITARY SEWER C SSL SHORT SLOT S SSOL SOLID STATE OVERLOAD RELAY E ST SOUND TRAP, STEAM TRAP M STA STATION C,E STD STANDARD C,S,M STL STEEL S SURF SURFACE M SUSP SUSPEND, SUSPENDED M SW SWITCH E T&B TOP AND BOTTOMM C,S TBM TEMPORARY BENCHMARK C TC TIME CLOCK E TD TIME DELAY E TDD TIME DELAY ON DE-ENERGIZATION E TDE TIME DELAY ON ENERGIZATION E TEL TELEPHONE E TEMP TEMPORARY, TEMPERED C THD TOTAL HARMONIC DISTORTION E THK THICKNESS C THRU THROUGH M TOB TOP OF BEAM S TOC TOP OF CONCRETE S TOC TOP OF CURB C TOD TOP OF DUCT M TOF TOP OF FOOTING S TOS TOP OF STEEL S TP TOTAL PRESSURE M TSP TOTAL STATIC PRESSURE M TSTAT THERMOSTAT M TYP TYPICAL C,S,E, M U/F UNDER FLOOR M U/G UNDERGROUND M U/S UNDER SLAB M UG UNDER GROUND E UGE UNDER GROUND ELECTRIC E UGP UNDERGROUND PRIMARY E UGS UNDERGROUND SECONDARY E UH UNIT HEATER E UL UNDERWRITERS LABORATORIES, INC. M UNO UNLESS NOTED OTHERWISE C,S,M, E V VOLT, VALVE C,M,E VA VOLT-AMPERE M,E VAC VACUUM M VAV VARIABLE AIR VOLUME M VCJ VERTICAL CONSTRUCTION JOINT S VD VOLUME DAMPER M VERT VERTICAL C,S,M VFD VARIABLE FREQUENCY DRIVE E VM VOLT-METER E VT VENTILATOR C VTR VENT THROUGH ROOF M W WATT, WIRE, WIDTH, WINDOW, WATER C,S,M, E W/WITH C,S,M, E W/O WITHOUT C,M WB WET BULB M WC WATER COLUMN M WH WEATHER HEAD E WL WATER LINE C WM WATT METER E WP WEATHERPROOF E WPD WATER PRESSURE DROP M WS WATERSTOP C,S WT WATERTIGHT, WEIGHT M WTM WATER TRANSMISSION MAIN C WWF WELDED WIRE FABRIC C X BY C XMFR TRANSFORMER M,E ABBREV DESCRIPTION SHT TYPE ABBREV DESCRIPTION SHT TYPE ABBREV DESCRIPTION SHT TYPE ABBREV DESCRIPTION SHT TYPE ABBREV DESCRIPTION SHT TYPE ABBREV DESCRIPTION SHT TYPE GDT GRAPHIC DISPLAY TERMINAL STP SHIELDED TWISTED PAIR E E TR THICKENED RESIDUALS M UTP UNSHIELDED TWISTED PAIR E RS REFRIGERANT SUCTION M RS RESILIENT SEAT C RPZ REDUCED PRESSURE ZONE C, M, TRP THICKENED RESIDUALS PUMP M FFE FINISHED FLOOR ELEVATION C,S Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:01 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE ABBREVIATIONS 01-G003 003REVDATEDESCRIPTIONBY SS EMH WM 2339-012 D40 4113-001 D33 2323-001 D31 EXISTING ELECTRIC MANHOLE SEWER MANHOLE CATCH BASIN SIGN TELEPHONE PEDESTAL EXISTING STORM SEWER INLET BENCH MARK SURVEY CONTROL POINT UTILITY POLE GUIDE WIRE ANCHOR CONCRETE WING WALL SLOPE DIRECTION INDICATOR PROPERTY PIN LIGHT POLE EXISTING SANITARY SEWER EXISTING WATER MAIN EXISTING GAS MAIN EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC NON-POTABLE WATER EXISTING STORM SEWER GRAVEL ROAD OR DRIVE FENCE TREE LINE TREE OR SHRUB EXISTING FIRE HYDRANT EXISTING YARD HYDRANT EXISTING VALVE EXISTING WATER METER GENERAL CIVIL NOTES PAVING AND GRADING NOTES YARD PIPING NOTES 1.SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY, MEANS, OR METHODS OF THE CONTRACTOR. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL APPROPRIATE AGENCIES BEFORE WORK COMMENCES TO VERIFY THE TYPE LOCATION, PROTECTION REQUIREMENTS, DEPTH OF ALL EXISTING UTILITIES, DRAINAGE FACILITIES, AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIRING AND/OR REPLACING ANY SUCH ITEMS DAMAGED DURING CONSTRUCTION. 3.CAUTION: UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS AND CONFIRM LOCATIONS OF UTILITIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL ACCURATELY LOCATE AND UNCOVER ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. WHERE CROSSING OF EXISTING UTILITIES OCCUR, PROVIDE 12" MINIMUM CLEARANCE EXCEPT WATER MAINS SHALL BE 24". CROSS UNDER ALL WATER MAINS WHERE NOT POSSIBLE TO PROVIDE 18" CLEARANCE. 4.SEWER AND WATER SERVICE SHALL BE MAINTAINED DURING ENTIRE CONSTRUCTION PERIOD OR TEMPORARY FACILITIES PROVIDED. 5.CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING ACTIVITIES AND ASSOCIATED PERMITS REQUIRED FOR ALL EXCAVATIONS REQUIRED TO COMPLETE THE PROJECT. 6.APPROXIMATE LOCATIONS OF OVERHEAD POWER LINES MAY OR MAY NOT BE SHOWN ON PLANS. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING ALL LOCATIONS IN THE FIELD AND PLAN WORK IN THESE AREAS ACCORDINGLY. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DRAINAGE AND COMPLIANCE WITH ALL GOVERNMENTAL STORM WATER REGULATIONS AND PERMITS (SWPPP) AS REQUIRED. 8.IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE TRAFFIC CONTROL AND SIGNAGE FOR THE DURATION OF PROJECT AS REQUIRED BY THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -PART VI, AND/OR ALL OTHER APPLICABLE GUIDELINES OF ODOT, COUNTY, CITY OR ANY OTHER AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AREAS. 9.CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES AND BUSINESS WITH MINIMUM DISRUPTION OF ACCESS. 10.ALL STREETS AND DRIVEWAYS SHALL BE OPEN CUT UNLESS NOTED OTHERWISE. 11.ALL EXCAVATION BACKFILL OUTSIDE TRAFFIC WAYS SHALL BE COMPACTED TO MIN 95% STANDARD PROCTOR DENSITY TO PREVENT SETTLEMENT. 1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL MEET THE ODOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 2.ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION AT THE CONTRACTORS EXPENSE. 3.ANY DISTURBED AREAS NOT SPECIFICALLY DESIGNATED TO BE GRADED SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AND SHALL BE GRADED TO DRAIN AS APPROVED BY THE ENGINEER. 4.FINAL PAVEMENT SURFACES SHALL NOT BE PLACED UNTIL ALL MAJOR CONSTRUCTION ACTIVITIES HAVE CONCLUDED. 5.FINISHED GRADE SHALL MATCH CONTOURS SHOWN ON PLANS AS CLOSELY AS POSSIBLE. ANY CHANGES TO FINAL GRADE ELEVATIONS AS SHOWN ON THE PLANS SHALL BE APPROVED BY THE ENGINEER. 6.ALL SIDEWALK, ASPHALT AND CONCRETE PAVING REMOVED AND REPLACED SHALL BE NEAT SAW CUT. 7.ALL EXCAVATIONS WITHIN TRAFFIC WAYS (ROADS, PARKING LOTS, DRIVES, ETC.) AND ALL AREAS LYING WITHIN PRISM OF TRAFFIC WAYS, SHALL HAVE CRUSHED STONE BACKFILL COMPACTED WITH VIBRATORY COMPACTOR MAXIMUM 6" LIFTS AND COMPACTED TO MINIMUM 100% MODIFIED PROCTOR DENSITY TO PREVENT SETTLEMENT FOR ITS ENTIRE TRENCH HEIGHT AND WIDTH. COMPACTED "PUG-MIX" SHALL BE USED AND MAINTAINED IN TOP 12" OF TRENCH HEIGHT AS REQUIRED TO PREVENT AGGREGATE LOSS DUE TO TRAFFIC. 1. MINIMUM COVER OVER PIPING SHALL BE 3'-0", BELOW FINISHED GRADE. 2. PROVIDE MINIMUM PIPE COVER, AS SPECIFIED. IN GENERAL LAY PIPE TO UNIFORM GRADES BETWEEN THE ELEVATIONS SHOWN, UNLESS OTHERWISE APPROVED. PIPING JOINTS MAY BE DEFLECTED WHERE SHOWN ON PLANS. JOINT DEFLECTIONS SHALL NOT EXCEED 4° OR MANUFACTURER'S RECOMMENDATION, WHICHEVER IS LESS. IN SOME CASES, EXISTING CONDITIONS PROHIBIT UNIFORM GRADES BETWEEN THE ELEVATIONS SHOWN, AND FIELD ADJUSTMENTS TO UNIFORM GRADES ARE REQUIRED AS APPROVED BY ENGINEER. 3. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR ADJACENT STRAIGHT RUN OF PIPE. 4. ALL JOINTS SHALL BE WATERTIGHT. 5. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST RESTRAINT. THRUST RESTRAINT FOR NEW PIPING SHALL BE BY RESTRAINED JOINTS. THRUST RESTRAINT FOR CONNECTIONS TO EXISTING PIPING SHALL BE BY CONCRETE THRUST BLOCKS AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST RESTRAINT DETAILS AND . 6. CONTRACTOR SHALL LOCATE AND UNCOVER ALL CONNECTIONS TO EXISTING LINES, AND ANY POSSIBLE CONFLICTS WITH PROPOSED FACILITIES AND VERIFY LOCATION, ELEVATION, PIPE MATERIAL, AND PIPE O.D. PRIOR TO ANY CONSTRUCTION. 7. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING BURIED PIPING AND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGED UNDERGROUND FACILITATES . 8. ALL SMALL DIAMETER PIPING SHALL BE INSTALLED AS SHOWN ON DRAWINGS WITH ALL FITTINGS AND VALVES AS REQUIRED TO PROVIDE A FUNCTIONAL PIPELINE AS SPECIFIED. 9. ALL BURIED VALVES SHALL BE INSTALLED WITH VALVE BOX AS SPECIFIED. 10. ALL PIPELINE SHUTDOWNS SHALL BE COORDINATED WITH THE PLANT OPERATORS. 11. ROCK SHALL BE UNDERCUT A MINIMUM OF 4" AND PIPE BEDDED IN STONE. NO SEPARATE PAY ITEM EXISTS FOR ROCK EXCAVATION. ALL EXCAVATION SHALL BE CONSIDERED TO BE UN-CLASSIFIED EXCAVATION AND SUBSIDIARY TO OTHER BID ITEMS. 12. ALL EXISTING MANHOLES THAT ARE TIED INTO AND LEFT IN SERVICE ARE TO BE REGROUTED WITH NON-SHRINK GROUT AND FORMED TO THE PROPOSED INVERTS. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE DRILLED, GROUTED WITH NON- SHRINK GROUT, CONNECTED WITH CONCRETE MANHOLE ADAPTER, AND CONCRETE ENCASED FOR WATERTIGHT SEAL. 13. MANHOLE OPENINGS AT ALL EXISTING LINES INDICATED ON PLANS TO BE ABANDONED, SHALL BE PLUGGED AND SEALED WATERTIGHT WITH NON-SHRINK GROUT AFTER NEW LINES ARE COMPLETE, TESTED, AND PLACED IN SERVICE. FRAMES AND COVERS REMOVED FROM EXISTING OR DEMOLISHED MANHOLES SHALL BE RETURNED TO THE OWNER. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF THE EXISTING PIPE, EXISTING MANHOLES, AND ANY EXCESS MATERIALS RESULTING FROM THE WORK. 15. WHERE BYPASS PUMPING IS REQUIRED DURING THE PROJECT, PUMPING SHALL BE HELD TO A MINIMUM. ROUND-THE-CLOCK BYPASS PUMPING IS NOT ALLOWED. AT END OF EACH DAYLIGHT CONSTRUCTION PERIOD, EXISTING WATER WILL BE TEMPORARILY ROUTED TO NEW OR EXISTING PIPES WITH FITTINGS, PIPE, HOSE, OR OTHER APPURTENANCES AS REQUIRED AND DITCH LINES SHALL BE BACKFILLED TO EXISTING GRADE. COST OF THIS WORK SHALL BE INCLUDED IN PIPE INSTALLATION UNLESS LISTED AS A SEPARATE BID ITEM. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY BACKUPS OR OVERFLOWS RESULTING FROM HIS WORK AND ALL SUBSEQUENT DAMAGES, FINES, PENALTIES, OR OTHER COSTS INCURRED. 17. CONTRACTOR SHALL PREVENT STORM WATER AND DEBRIS FROM ENTERING PIPES AND MANHOLES AT ALL TIMES. ALL PIPES AND MANHOLES SHALL BE SECURELY PLUGGED AT THE END OF EACH DAY. 18. SEE PIPE BEDDING AND BACKFILL REQUIREMENTS. X NPW SSX W X G X E X E X U CIVIL LEGEND GENERAL LEGEND WSL WATER SERVICE LINE TRUE TITLE DENOTES A PLAN VIEW LAYOUT (THIS EXAMPLE IS PLAN VIEW No. 1 ON SHEET A101) A101 A301 1 TYP ? TITLE DENOTES AN ELEVATION, SECTION, OR DETAIL VIEW LAYOUT (THIS EXAMPLE IS DETAIL 1 ON SHEET A201 WHICH HAS A BACK REFERENCE ON SHEET A101) CALLOUT DENOTES A CUT SECTION TYPICAL REFERENCE (THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING SECTION No. 1 ON SHEET A301) CALLOUT DENOTES AN ELEVATION REFERENCE (THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING ELEVATION No. 1 ON SHEET A201) TYP A401 1 A101 CALLOUT DENOTES AN ENLARGED AREA TYPICAL REFERENCE (THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING DETAIL No. 1 ON SHEET A401) A401 1 A101 D05 2200-001 CALLOUT DENOTES A STANDARD DETAIL REFERENCE A201 CALLOUT DENOTES A KEYED NOTE REFERENCE1 SYMBOL INDICATES NORTH DIRECTION 0 (IN FEET) 40'60'10 20' SYMBOL INDICATES A ROOM / AREA DESIGNATION WITH ROOM NUMBER AND SQUARE FOOTAGE ROOM NAME 101 150 SF SYMBOL INDICATES A GRAPHICAL BAR SCALE CLOUDED REGION INDICATES A REVISED AREA 2 0 SYMBOL INDICATES A STRUCTURAL GRIDLINE OR DATUM 1ST FLOOR EL. 602.50 SYMBOL INDICATES A DATUM IN A SECTION OR ELEVATION SYMBOL DESCRIPTION SCALE: PROJECT NORTH 1 TITLE 1/8" = 1'-0"A101 SCALE: 1 TITLE 1/8" = 1'-0"A101 A201 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:02 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 CDG EGB CIVIL ABBREVIATIONS AND NOTES LEGEND 01-G004 004REVDATEDESCRIPTIONBY DA II PI IF PI AD -+ R P I MASS M HE D M S F V G M P P RV SS CAS 20FCV13 08-I-501 08-I-501 ST 1" FULL VOLTAGE NON-REVERSING STARTER CONTROL AND STATUS ANALOG TO DIGITAL DIGITAL TO ANALOG FREQUENCY TO CURRENT PRESSURE TO CURRENT CURRENT TO PRESSURE CURRENT BOOST/ REPEATER DESCRIPTION PROGRAMMABLE LOGIC CONTROLLER SYMBOL COMPUTER FUNCTION SHARED DISPLAY SHARED CONTROL BLOCK TAG DISCRETE INSTRUMENTS KEY SYMBOL PRIMARY LOCATION; OPERATOR ACCESSIBLE TEST POINT, TERMINAL BLOCK WITH SLIDING LINK AND MINI-BANANA SOCKETS SUM CHARACTERIZATION SQUARE ROOT INTEGRATION DIFFERENCE - ELECTRIC BINARY (ON-OFF) SIGNAL LINE HYDRAULIC SIGNAL INTERNAL SYSTEM LINK (SOFTWARE OR DATA LINK) CAPILLARY OR FILLED TUBE MECHANICAL LINK ELECTRIC SIGNAL ELECTROMAGNETIC OR SONIC SIGNAL (UNGUIDED) ELECTROMAGNETIC OR SONIC SIGNAL (GUIDED) PNEUMATIC BINARY (ON-OFF) SIGNAL PNEUMATIC SIGNAL UNDEFINED SIGNAL PROCESS CONNECTION DESCRIPTION LOOP POWER SUPPLY POWER OF HYDROGEN TURBIDITYTURB. pH PILOT LIGHT FOR PROCESS SIGNALS INSTRUMENTS SHARING COMMON HOUSING RESET FOR LATCH TYPE OPERATOR INTERLOCK LOGIC WITH REFERENCE PANEL MOUNTED PATCHBOARD POINT DIAPHRAGM SEAL DESCRIPTIONSYMBOL LINE EXISTING EQUIPMENT PROPOSED OR NEW EQUIPMENT DESCRIPTION ANNULAR SEAL AREA/BUILDING BOUNDARY PROCESS LINE -PRIMARY PROCESS LINE -SECONDARY SYMBOL SLOPE ARROW ARROW DIRECTION DOWN LINE HEAT TRACED AND INSULATED ST = STEAM TRACED ET = ELECTRIC TRACED OUTSIDE GRADE LEVEL DESCRIPTION SHOWN ELSEWHERE LINE DESCRIPTION PACKAGE BOUNDARY PROCESS SYMBOL SHEET INTERFACE SEQUENCE NUMBER DRAWING TYPE SHEET INTERFACE WITH PROCESS FLAG EQUIPMENT TAG DESCRIPTION SHEET NUMBER XXXX KNIFE GATE VALVE STOP CHECK VALVE CHARACTERIZED OR PRESSURE CONTROL (SELF CONTAINED) FLEXIBLE CONNECTION, GENERAL THREADED TAP EXPANSION JOINT `Y' TYPE STRAINER QUICK CONNECTOR FLEXIBLE HOSE STRAINER FILTER VEE-BALL VALVE VALVE VALVE VACUUM RELIEF PRESSURE RELIEF DIAPHRAGM VALVE THREE WAY VALVE FOUR WAY VALVE GLOBE VALVE ROTARY VALVE NEEDLE VALVE SPRAY NOZZLE BLIND FLANGE HOSE CONNECTION DRAIN SYMBOL DESCRIPTION PLUG UNION BUTTERFLY VALVE BALL VALVE PLUG VALVE DESCRIPTION GATE VALVE CHECK VALVE SYMBOL AIR CYLINDER SYMBOL INDICATE OPEN PORTS LIMIT SWITCH FAIL ARROWS ELECTRO-HYDRAULIC DIGITAL OPERATOR OPERATOR SOLENOID OPERATOR MOTOR OPERATOR DIAPHRAGM OPERATOR PRESSURE BALANCED CYLINDER OPERATOR EDUCTOR/EJECTOR HEATER W/FAN (INDUCED DRAFT) HEATER, GENERAL HYDRAULIC CYLINDER HEAT EXCHANGER, GENERAL HEATER W/FAN (FORCED DRAFT) COUPLING DYNAMIC PUMP DYNAMIC COMPRESSOR POSITIVE DISPLACEMENT COMPRESSOR POSITIVE DISPLACEMENT PUMP SHAFT SYMBOL FLOAT OPERATOR AIR DIAPHRAGM OPERATOR CHAIN OPERATOR POSITIONER HAND OPERATOR HAND OPERATOR (LONG) DESCRIPTION DESCRIPTION VARIABLE SPEED DRIVE ELECTRIC MOTOR AIR MOTOR ELECTRIC GENERATOR HYDRAULIC MOTOR SYMBOL pH ELECTRODE ASSEMBLY TARGET ELEMENT MASS FLOWMETER MAGNETIC FLOWMETER SONIC FLOWMETER IN QUICK CHANGE FITTING AVERAGING PITOT STATION POSITIVE DISPLACEMENT TURBINE ELEMENT VORTEX SENSOR FLOWMETER WEIR SINGLE PORT PITOT VENTURI TUBE FLUME FLOW ORIFICE SIGHT FLOW INDICATOR ROTAMETER FLOW ORIFICE THERMOWELL THREADED TAP DESCRIPTION PINCH VALVE ULTRASONIC LEVEL TRANSMITTER STOP GATE BALL CHECK PRESSURE SENSOR FLOOR CLEANOUT WATER HAMMER ARRESTER GAUGE P = PRESSURE V = VACUUM T = TEMPERATURE dP = PRESSURE DIFFERENTIAL MUD VALVE FLOAT SWITCH REDUCED VOLTAGE SOFT STARTER SLIDE GATE AIR RELIEF RADAR LEVEL TRANSMITTERR DIFFERENTIAL RATIO(FRACTION) INTEGRATE OR TOTALIZE SAFETYSSPEED OR FREQUENCY SURGE ARRESTOR, SEE SPECIFICATIONS MULTIVARIABLE VIBRATION OR MECHANICAL ANALYSIS WEIGHT OR FORCE UNCLASSIFIED EVENT, STATE OR PRESENCE TEMPERATURE JI Z Y POSITION V W X U T HAND(MANUALLY INITIATED) CURRENT(ELECTRICAL) TIME OR TIME-SCHEDULE MOTION USER CHOICE USER CHOICE PRESSURE OR VACUUM QUANTITY OR EVENT R Q O P N RADIATION K M L J H I LEVEL POWER MOMENTARY SCAN MEASURED OR INITIATING VARIABLE BURNER FLAME CONDUCTIVITY (ELECTRICAL) DENSITY (MASS) OR SPECIFIC GRAVITY VOLTAGE (EMF) GAUGING(DIMENSIONAL) B F G E D C FLOW RATE A ANALYSIS FIRST LETTER MODIFIER SWITCH MULTIFUNCTION UNCLASSIFIED MULTIFUNCTION UNCLASSIFIED WELL DRIVE, ACTUATE OR UNCLASSIFIED FINAL CONTROL ELEMENT RELAY OR COMPUTE VALVE, DAMPER, OR LOUVER UNCLASSIFIED MULTIFUNC. TRANSMIT MODIFIER USER CHOICE MIDDLE OR INTERMEDIATE USER CHOICE ORIFICE(RESTRICTION) POINT(TEST POINT) RECORD OR PRINT USER CHOICE LIGHT(PILOT) INDICATE USER CHOICE CONTROL STATION LOW HIGH SUCCEEDING LETTERS USER CHOICE PRIMARY ELEMENT GLASS READOUT OR PASSIVE FUNCTION ALARM USER CHOICE CONTROL OUTPUT FUNCTION INSTRUMENTS OR FUNCTIONS INSTRUMENT LINE TYPES SIGNAL CONDITIONERS EQUIPMENT LINE TYPES INSTRUMENT POWER SUPPLY AUX INSTRUMENTS OR FUNCTIONS IDENTIFICATION, GENERAL PIPING LINE TYPES PIPING, MISCELLANEOUS ACCESSORIES AND APPURTENANCES VALVES VALVE OPERATORS PROCESS EQUIPMENT INSTRUMENT PRIMARY ELEMENTS MEANING OF FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS FCO PS POWER SUPPLY, TYPE AND LEVEL SHOWN, ABBREVIATIONS AS FOLLOWS: AS -AIR SUPPLY IA -INSTRUMENT AIR PA -PLANT AIR ES -ELECTRIC SUPPLY GS -GAS SUPPLY PURGE OR FLUSHING DEVICE AUXILIARY LOCATION; OPERATOR ACCESSIBLE LOCATION NOT NORMALLY OPERATOR ACCESSIBLE FIELD MOUNTED f(x) IA120 PSIG AIR FULL VOLTAGE REVERSING STARTER FV R FV NR Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:03 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 SAH SAH PROCESS AND INSTRUMENTATION DIAGRAM LEGEND 01-G005 005REVDATEDESCRIPTIONBYDigitally Signed 05/20/2019 GENERAL NOTES: STRUCTURAL STEEL NOTES:FOUNDATION NOTES: GENERAL CONCRETE NOTES:GENERAL CONCRETE MASONRY NOTES: LEGEND: GRIDLINE %PERCENT PLATE ±PLUS / MINUS WATERSTOP DIRECTION OF DECK SPAN CENTERLINE °DEGREES FLANGE 1.GENERAL NOTES AND STANDARD DETAILS SHALL NOT REPLACE OR OVERRULE ANY STRUCTURE SPECIFIC NOTE, DETAIL, OR SPECIFICATION. STRUCTURE SPECIFIC NOTES AND DETAILS SHALL GOVERN OVER GENERAL NOTES AND STANDARD DETAILS. 2.BUILDING RISK CATEGORY (FLOOD, SNOW, EARTHQUAKE, ICE) -----------III 3.DESIGN LIVE LOADS -ASCE 7-10 ROOF WITHOUT REDUCTION------------ 25 PSF FLOORS: CORRIDORS------------------------------------100 PSF ASSEMBLY AREAS---------------------------100 PSF BALCONIES-------------------------------------100 PSF RESTROOMS----------------------------------- 80 PSF OFFICES----------------------------------------- 50 PSF STAIRS-------------------------------------------100 PSF MOVABLE FILE ROOMS--------------------150 PSF INDUSTRIAL AREAS-------------------------250 PSF EQUIPMENT ROOMS------------------------250 PSF AREAS WITH UNRESTRICTED VEHICULAR ACCESS-----AASHTO HS20 4.WIND LOAD -ASCE 7-10 BASIC WIND SPEED----------120 MPH EXPOSURE CATEGORY-----------C GCPI +/-0.18 (ENCLOSED BUILDINGS) 5.SEISMIC DESIGN -ASCE 7-10 IMPORTANCE FACTOR, I--------1.25 SITE CLASS--------------------------D SEISMIC SPECTRAL ACCELERATIONS Ss ----------------------0.121g S1 -----------------------0.057g SEISMIC DESIGN CATEGORY----------B DESIGN SPECTRAL ACCELERATIONS SDS ---------------------0.129g SD1 ---------------------0.092g RESPONSE MODIFICATION FACTOR, R----------SEE INDIVIDUAL PLANS BASIC SEISMIC FORCE RESISTING SYSTEM--SEE INDIVIDUAL PLANS SEISMIC RESPONSE COEFFICIENT, Cs---------SEE INDIVIDUAL PLANS ANALYSIS PROCEDURE------------------------------EQUIVALENT LATERAL FORCE 6.SNOW LOADS -ASCE 7-10 GROUND SNOW LOAD, PG -----------5 PSF IMPORTANCE FACTOR, I -------------1.10 EXPOSURE FACTOR, Ce --------------0.90 THERMAL FACTOR, CT ---------------1.0 SLOPED ROOF SNOW LOAD, PS --------------- 7.THE STRUCTURE SHOULD NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING ALL TEMPORARY CONSTRUCTION BRACING, AS REQUIRED. 8.CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION, NEW AND EXISTING, AT ALL STAGES. 9.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ANY PERTINENT WORK. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE SHOP DRAWINGS. 10.COORDINATE WITH THE PROCESS, CIVIL, MECHANICAL, STRUCTURAL, AND ELECTRICAL DRAWINGS, AND VERIFY THE LOCATIONS AND SIZES OF THE CHASES, OPENINGS, INSERTS, SLEEVES, FINISHES, CONDUITS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. 11.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND EXISTING CONDITIONS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN WALLS AND SLABS. 12.STANDARD DETAILS APPLY UNLESS INDICATED OTHERWISE ON SPECIFIC STRUCTURE DRAWINGS. 1. UNLESS OTHERWISE SPECIFIED, HOT-ROLLED STEEL BUILDING MEMBERS USING W-SHAPES SHALL BE ASTM A992; M-, S-, AND C-SHAPES ASTM A36; SQUARE, RECTANGULAR & ROUND HSS SHAPES ASTM A 500 GRADE B; ANGLES AND MISCELLANEOUS STIFFENER PLATES ASTM A 36. 2. ALL SHEAR CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END REACTION EQUAL TO ONE -HALF THE TOTAL UNIFORM CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES OF THE AISC ALLOWABLE STRESS DESIGN MANUAL -13TH EDITION. 3. WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE. 4. ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM A325 WITH A MINIMUM DIAMETER OF 1/2" UNO. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED AS SLIP CRITICAL. WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE SPECIFICATION FOR STRUCTURAL JOINTS. 5. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36 UNO. 1. DESIGN FOUNDATION BEARING PRESSURE PER GEOTECHNICAL REPORT -LAKE LEWISVILLE WATER TREATMENT PLANT DENTON, TEXAS, DATE MARCH 15, 2019 PREPARED BY ETTL ENGINEERS @ CONSULTANTS INC., TYLER, TEXAS (903) 595-4421. 2. FLOOR SLAB CONSTRUCTION JOINTS (C.J.) SHALL BE PLACED AS SHOWN ON FOUNDATION PLANS AND SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO CONCRETE PLACEMENT. 3. FLOOR SLAB ISOLATION JOINTS SHALL BE 30# FELT UNO. 4. CONCRETE FLOOR AND SLAB ON GRADE MAY BE PLACED IN LANES. SPACING OF JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN. WHEN LANE PLACEMENT IS USED, CONSTRUCTION JOINTS SHALL BE USED FOR THE JOINTS BETWEEN LANES. SAW CUT CRACK CONTROL JOINTS SHALL BE PROVIDED ACROSS EACH LANE AT SPACING SHOWN ON PLANS. 5. ALL CONCRETE CORNERS SHALL BE CHAMFERED 3/4" ON THE EXTERIOR EXPOSED CORNER. 6. COMPACTED GRANULAR FILL OR BASE COURSE ROCK AS INDICATED AND SPECIFIED. 7. ALL PRESSURE PIPING BENEATH SLABS SHALL BE CONCRETE ENCASED. 8. VAPOR BARRIER REQUIRED BENEATH ALL INTERIOR BUILDING SLABS. 1. STRUCTURAL CONCRETE FOR BUILDING MEMBERS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI UNO. 2. CONCRETE FOR SLABS SUBJECTED TO VEHICULAR WHEEL LOADS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI. 3. HOLD SLUMP TO 3 TO 4 INCHES IN ALL FLOOR SLABS. 4.ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4". 5. NON-PRESTRESSED CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE 60. 6. REINFORCEMENT LAP SPLICES SHALL CONFORM TO D03/3000-100C. 7. CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO THE MINIMUM REQUIRED BY D03/3000-101, UNO. 8. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318 AND ACI 315. 9. NO REINFORCING BAR SHALL BE WELDED OR FIELD BENT IN ANY MANNER, UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS. 10. PROVIDE FULL EMBEDMENT FOR ALL DOWELS. IF NOT OTHERWISE SPECIFIED, DOWEL SIZE AND SPACING SHALL BE THE SAME AS MAIN REINFORCING. 11.MECHANICAL EQUIPMENT PADS ON FLOOR SLABS SHALL BE 6" THICK AND REINFORCED WITH #4 @ 12" EW, UNO. 12.WATERSTOP PIPE SLEEVES REQUIRED ON ALL WATERTIGHT WALLS AND FLOORS. 13.TREMIES REQUIRED ON ALL POURS DEEPER THAN 5 FEET. 14.ALL WATERSTOPS TO BE 6" PVC FLAT RIBBED OR 9" PVC CENTER BULB AND PLACED AT ALL WATERTIGHT POURS, UNO. REFER TO DETAILS D03/3000-102A & B FOR WATERSTOP DETAILS. 15.ALL WATERTIGHT "HYDRAULIC" CONCRETE STRUCTURES SHALL PASS A 72 HOUR LEAKAGE TEST PRIOR TO BACKFILLING AROUND STRUCTURE. 16.WHEN WATERSTOP IS PLACED HORIZONTALLY IN SLABS, THE CONTRACTOR SHALL TEMPORARILY TIE UP OR CLAMP UP THE WATERSTOP UNTIL THE CONCRETE IS PLACED TO SLIGHTLY ABOVE THE DEPTH OF THE WATERSTOP. 17.VERTICAL WATERSTOP SHALL BE FULLY EMBEDDED IN SLAB POUR AND WELDED TO ALL ADJACENT WATERSTOP. 18.PROVIDE A MINIMUM OF SEVEN (7) DAYS BETWEEN ADJACENT POURS. CONCRETE SHALL MEET OR EXCEED DESIGN COMPRESSIVE STRENGTH PRIOR TO PLACING ADJACENT POURS. 19.CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL A SCHEDULE AND SEQUENCE OF CONCRETE PLACEMENT. SEQUENCE SHALL INCLUDE PERMITTING CURE TIME BETWEEN PLACEMENTS AT ADJACENT PROPOSED PLACEMENTS. 20.WALKWAYS AND SIDEWALKS SHALL BE POURED WITH SLIGHT SLOPE AND NO LOW SPOTS SO THEY WILL DRAIN FREE. ALL SLOPES SHALL COMPLY WITH ADA REQUIREMENTS. 21.ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW. UNLESS INDICATED OTHERWISE, ALL CONSTRUCTION JOINTS TO BE KEYED. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN WALLS AND BEAMS, UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. 22.SUBSTITUTION OF EXPANSION OR DRILLED AND GROUTED-IN ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE PERMITTED UNLESS APPROVED BY ENGINEER. 23.USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT ANCHORAGE AND DETAILS. VERIFY EQUIPMENT SIZE AND WEIGHTS WITH ENGINEER PRIOR TO CONSTRUCTION OF ANY AND ALL EQUIPMENT PADS. 1. HOLLOW CMU UNITS SHALL CONFORM TO ASTM C90 TYPE 1 OF THE NOMINAL THICKNESS SHOWN ON THE DRAWINGS. ALL CMU SHALL BE 2 CELL BLOCK AND HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA AT 28 DAYS. 2. MORTAR FOR CMU SHALL CONFORM TO ASTM C 270, TYPE S UNO. 3. GROUT FOR CMU GROUTED CELLS, LINTELS, COLUMNS, PILASTERS, BOND BEAMS AND BLOCKS WITH EMBEDDED ANCHORS SHALL BE 3,000 PSI PEA GRAVEL CONCRETE UNO. 4.CMU REINFORCING BARS SHALL CONFORM TO ASTM A 615 GRADE 60. HORIZONTAL JOINT REINFORCEMENT SHALL BE COLD DRAWN WIRE WITH A MINIMUM OF 9 GAUGE LONGITUDINAL WIRE SIZE, UNO, WITH THE TYPE AND SPACING AS SHOWN ON THE DRAWINGS OR SPECIFIED. 5. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2" X 3" IN PLAN DIMENSIONS. 6. FOUNDATION DOWELS SHALL EXTEND INTO THE FOUNDATION CONCRETE A MINIMUM OF THE DEVELOPMENT LENGTH FOR BAR SIZE USED. LAPS OR SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE AS INDICATED BELOW. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL WALL REINFORCEMENT. 7. NORMAL VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE FOUNDATION TO EMBED AT LEAST 6" INTO THE TOP OF WALL BOND BEAM. AN ADDITIONAL ONE #4 HOOKED DOWEL SHALL BE INSTALLED IN THE TOP OF ALL MASONRY WALLS AT EACH VERTICAL WALL CELL CONTAINING VERTICAL REINFORCING. THE DOWELS SHALL PROJECT 24" INTO THE WALL AND HOOK 6" INTO THE WALL TOP BOND BEAM. 8. CONTROL JOINTS SHALL BE OF THE TYPE AND AT THE LOCATIONS SHOWN ON THE DRAWINGS. 9. CONTROL JOINTS SHALL BE AS DETAILED ON D04/2200-306. PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS UNO. CONTROL JOINT SPACING SHALL BE AS RECOMMENDED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION WITH A MAXIMUM SPACING OF 25'. SUBMIT JOINT LAYOUT PLAN FOR REVIEW PRIOR TO MASONRY WALL CONSTRUCTION. 10. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN TWO WALLS. 11. EVERY PIER OR WALL SECTION WHOSE WIDTH IS 3'-0" OR LESS WILL HAVE HORIZONTAL SHEAR STEEL IN THE FORM OF TIES. REF D04/2200-007. 12. PROVIDE (2) ADDITIONAL #5 BARS ALONG SIDES, TOP AND BOTTOM OF ALL CMU WALL OPENINGS. EXTEND REINFORCING 24" BEYOND OPENING, UNO. 13. VERTICAL WALL REINFORCING SHALL BE AS FOLLOWS: GROUT CELLS CONTAINING REINFORCEMENT, SOLID FULL HEIGHT UN0. 14. UNO, LAP SPLICE #5'S 3'-0"; #4'S 2'-0". CL LF LG LP Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:04 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB GJE STRUCTURAL NOTES AND LEGEND 01-G006 006REVDATEDESCRIPTIONBY FACILITY NO. FACILITY NAME OCCUPANCY CLASS OCCUPANCY SEPARATION CONSTRUCTION TYPE TABLE 601 GRADE LEVEL ALLOWABLE STORIES/HEIGHT TABLES 504.3 & 504.4 77 DEWATERING FACILITY F-2 NO II-B AT GRADE 3 STORIES/ 55 FT ACTUAL STORIES/ HEIGHT 1 STORY/ 16 FT ALLOWABLE AREA (SF) TABLE 506.2 23,000 ACTUAL SQUARE FOOTAGE 4,462 AUTOMATIC SPRINKLER AREA INCREASE (EACH FLOOR) AUTOMATIC SPRINKLER PER OCCUPANT TABLE 1004.1.2 100 DESIGN OCCUPANT LOAD 2 EXITS REQUIRED 2 EXITS PROVIDED 4 N/AN/A MATERIAL CONCENTRATION HAZARDOUS MATERIALS IN USE/STORAGE TABLE 307.1 (1) N/A ACTUAL QUANTITIES N/A MAX ALLOWABLE QUANTITY BEFORE CLASSIFYING FIRE SUPPRESSION PROVIDED FIRE EXTINGUISHERS 2012 INTERNATIONAL BUILDING CODE Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:04 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB GJE BUILDING CODE REVIEW 01-G007 007REVDATEDESCRIPTIONBY M S FLOW STREAM IDENTIFICATION S H BWW BACKWASH WASTE FLW FILTERED WATER GFW GRAVITY FILTERED WATER PD PLANT/PROCESS DRAIN PTR PROCESS TREATMENT RETURN SS SANITARY SEWER SW SETTLED WATER SWW SETTLED WATER WASTE TR THICKENED RESIDUALS NPW WATER, NON-POTABLE ABBREV DESCRIPTION GENERAL PIPING NOTES: NOTES: PIPE AND FITTING SYMBOLSVALVE SYMBOLS GATE SYMBOLSMISCELLANEOUS PIPING SYMBOLS ACTUATOR SYMBOLS SPECIAL INSTALLATION NOTE: PIPING DESIGNATIONVALVE DESIGNATIONS EXISTING PIPE NEW PIPE EXISTING PIPE TO BE ABANDONED EXISTING PIPE TO BE REMOVED WELDED JOINT GROOVED END JOINT FLANGED JOINT MECHANICAL JOINT BELL & SPIGOT JOINT (LEADED) HUB & SPIGOT JOINT (RUBBER GASKET) BALL JOINT ADAPTER SIDE GROOVED END ADAPTER FLANGE FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER WITH THRUST TIES FLEXIBLE COUPLING FLEXIBLE COUPLING WITH THRUST TIES STEEL BELLOWS EXP. JOINT ELASTOMER BELLOWS EXP. JOINT ELBOW UP ELBOW DOWN TEE UP TEE DOWN LATERAL UP LATERAL DOWN CONCENTRIC REDUCER ECCENTRIC REDUCER REDUCING BUSHING UNION ELBOW, 45 DEGREE TEE CROSS ELBOW, 90 DEGREE LATERAL STRAINER SIGHT GLASS FLEXIBLE (ELASTOMER) PIPE CONNECTION GAUGE WITH COCK THERMOMETER ROTAMETER PIG LAUNCHER PIG CATCHER BACKFLOW PREVENTER REDUCER FLEXIBLE HOSE FLEXIBLE CONNECTOR TYPICAL INSTRUMENT SYMBOL (SEE I&C LEGEND) GATE KNIFE GATE BUTTERFLY GLOBE BALL VEE-BALL ECCENTRIC PLUG PLUG NEEDLE DIAPHRAGM PINCH SWING CHECK BALL CHECK HOSE VALVE (HV-X) OR (V-X) X = NO. IN SPECS SAMPLE MUD PRESSURE RELIEF AIR AND/OR VACUUM RELEASE PRESSURE CONTROL MULTI-PORT VALVE, ARROW INDICATES FLOW PATTERN. TELESCOPING ROTARY ANGLE GATE INSTALLATION DETAILS FOR DIVISION 26 ELECTRICAL ARE NOT SHOWN ON MECHANICAL DRAWINGS FOR CLARITY. REFER TO DIVISION 26 INSTRUMENT SPECIFICATIONS, INSTRUMENT LIST, AND DESIGN DETAILS. COORDINATE MATERIAL AND INSTALLATION REQUIREMENTS. ELECTRIC MOTOR PNEUMATIC CYLINDER SINGLE OR DOUBLE ACTING ACTUATED BY ONE INPUT PNEUMATIC DIAPHRAGM SPRING-OPPOSED, SINGLE OR DOUBLE ACTING HYDRAULIC MANUAL SOLENOID SLUICE BUTTERFLY FLAP SHEAR FABRICATED SLIDE STOP LOG X MANUAL VALVES AND CHECK VALVES SIZE OF VALVE CONTROL VALVES VALVE DESIGNATION VALVE TYPE, SEE SPECIFICATIONS 8" - V 500 FLOW DIRECTION X VALVE SYMBOL BUBBLE WITH FUNCTION AND THE TAG NUMBER DESIGNATION (SEE I&C LEGEND FOR TAGGING INSTRUMENT IDENTIFICATION) EXAMPLE: PIPE FITTING AND END PATTERNS 16" RAS 16" RAS FLOW STREAM IDENTIFICATIO NPIPE DIAMETER EXAMPLE: BELLB FLANGEF SPIGOTS GE PE PLAIN END GROOVED END MECHANICAL JOINTMJ F MJ PE PLAN VIEWELEVATION VIEW SINGLE LINEDOUBLE LINESINGLE LINEDOUBLE LINE SINGLE LINEDOUBLE LINE ANCHOR CAP PS 26-1-2 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS; FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS. 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. 3. EXISTING PIPE AND EQUIPMENT IS SHOWN WITH A DASHED LINE AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN WITH A HEAVY LINE. 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. 4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES OR PENETRATION SEALS SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. 6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT. 7. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. 8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER. PO CATIONIC POLYMER V VENT POL LIQUID POLYMER SD STORM DRAIN W1 WATER, POTABLE W2 WATER, NON-POTABLE Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:05 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 RWW EGB PROCESS MECHANICAL NOTES AND LEGENDS 01-G008 008REVDATEDESCRIPTIONBY M S M AAA 1 BALL VALVE BUTTERFLY VALVE CHECK VALVE GATE VALVE ANGLE GLOBE VALVE NEEDLE VALVE PLUG VALVE PINCH VALVE PRESSURE RELIEF VACUUM BREAKER VEEBALL VALVE KNIFE VALVE SELF OPERATED VALVE MOTORIZED VALVE SOLENOID VALVE GLOBE VALVE THREE-WAY SELF OPERATED VALVE ELBOW UP ELBOW DOWN TEE OUTLET UP TEE OUTLET DOWN VALVE IN DROP VALVE IN CENTER DROP VALVE IN RISE DIRECTION OF FLOW UNION STRAINER WITH BLOWDOWN VALVE CONCENTRIC REDUCER CHILLED WATER SUPPLYCHS CHILLED WATER RETURNCHR HEATING HOT WATER SUPPLYHWS HEATING HOT WATER RETURNHWR PUMPED CONDENSATE RETURNPC CONDENSATE RETURNCR CONDENSATE DRAINCD DRAIND LOW PRESSURE STEAM (15 PSI)LPS COMPRESSED AIRAHP MAKE-UP WATERMU REFRIGERANT HOT GAS LINERHG REFRIGERANT SUCTION LINERS REFRIGERANT LIQUID LINERL EXISTING PIPE, "AAA" DENOTES TYPE EXISTING PIPE TO BE REMOVED, "AAA" DENOTES TYPEAAA PIPE FLANGE THERMOMETER WELL FLEXIBLE CONNECTION SUPPLY AIR DIFFUSER -ARROWS INDICATE PATTERN. NO PATTERN INDICATES 4-WAY. RETURN AIR GRILL SUPPLY AIR SLOT RETURN AIR SLOT ROUND DUCTWORK, DIAMETER IN INCHES12"ø RECTANGULAR DUCTWORK, SIZE IN INCHES, FIRST NUMBER IS SIDE SHOWN, NET FREE AREA20x12 SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT D-1 500 DIFFUSER/GRILL LABEL -TYPE DESIGNATION -AIRFLOW (CFM) RECTANGULAR DUCT BRANCH TAKEOFF WITH 45° BRANCH INLET ROUND DUCT BRANCH TAKEOFF WITH CONICAL INLET TURNING VANES POINT OF CONNECTION - NEW TO EXISTING MOTORIZED DAMPER FIRE DAMPER T THERMOSTAT H HUMIDISTAT F FIRESTAT T TEMPERATURE SENSOR H HUMIDITY SENSOR F DUCT MOUNTED SMOKE DETECTORD KEYED NOTE REFERENCE T DUCT MOUNTED TEMPERATURE SENSOR H DUCT MOUNTED HUMIDITY SENSOR SP STATIC PRESSURE SENSOR MANUEL BALANCING DAMPER VALVE SYMBOLS:PIPING SYMBOLS: HVAC SYMBOLS:HVAC NOTES:GENERAL MECHANICAL NOTES: 1.PROVIDE ACCESS DOORS TO ALL FIRE DAMPERS, SMOKE DAMPERS, EQUIPMENT, COILS, ETC. WHERE NOT DIRECTLY ACCESSIBLE THOROUGH AIR DEVICES OR REMOVABLE CEILING GRID. MINIMUM SIZE SHALL BE 18" X 10" UNLESS NOTED OTHERWISE. 2.ALL EQUIPMENT AND MATERIAL SHALL BE SUITABLE FOR ELEVATED TEMPERATURES INDICATED. 3.SEE STRUCTURAL PLANS FOR EXACT DIMENSIONS AND DETAILS OF THE BUILDING. 4.ALL HVAC WORK TO BE PER SMACNA AND ALL APPLICABLE CODES. 5.ALL DUCTS SHALL BE MOUNTED HIGH AS POSSIBLE AGAINST BOTTOM OF BEAMS EXCEPT AS REQUIRED TO AVOID CONFLICTS WITH INTERSECTING DUCTS. DIAGONALLY OFFSET DUCTS IMMEDIATELY BEFORE AND AFTER PASSING UNDER INTERSECTING DUCTS OR LARGE STRUCTURAL MEMBERS TO MAINTAIN DUCT TIGHT TO STRUCTURE. 6.PROVIDE TURNING VANES AT ALL ELBOWS GREATER THAN 45°. TURNING VANES SHALL BE SINGLE THICKNESS. 7.EXPOSED DUCTWORK, ETC. SHALL BE FURNISHED FREE OF VISUAL DEFECTS, SUITABLE FOR PAINTING AND SHALL BE PAINTED AS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. 8.ALL RECTANGULAR SUPPLY AND RETURN DUCTS SHALL BE INTERNALLY LINED WITH 1" INSULATION. SEE SPECIFICATIONS FOR DETAILED INSULATION REQUIREMENTS. 9.DUCT SIZES SHOWN ON PLANS INDICATE NET FREE AREA. 10.DURING CONSTRUCTION, AFTER START-UP OF HVAC SYSTEMS, CONTRACTOR MUST MAINTAIN AND/OR REPLACE ON A REGULAR SCHEDULE ALL FILTERS IN THE HVAC SYSTEM. ONE (1) WEEK BEFORE THE FACILITY IS OCCUPIED, THE CONTRACTOR MUST REPLACE ALL AIR FILTERS WITH NEW FILTERS. DO NOT OPERATE HVAC SYSTEMS WITHOUT FILTERS IN PLACE. 11.BALANCE AIR SYSTEM TO PROVIDE INDICATED AIR FLOWS. SEE SPECIFICATIONS FOR OTHER TEST AND BALANCE REQUIREMENTS. SUBMIT TO ENGINEER FINAL BALANCE OF AIR AND WATER SYSTEMS (FLOW AND TEMPERATURE) FOR REVIEW. 12.THE CONTRACTOR SHALL COORDINATE AND VERIFY THE FOLLOWING WITH DIVISIONS 23 AND 26 PRIOR TO BID: DISCONNECTS: WHERE NOT FURNISHED WITH EQUIPMENT: FURNISHED UNDER DIVISION 26, INSTALLED UNDER DIVISION 26. WHERE FURNISHED WITH EQUIPMENT: FURNISHED UNDER DIVISION 23, INSTALLED UNDER DIVISION 26. 1.REFER TO SPECIFICATIONS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2.REFER TO ALL PROJECT DRAWINGS FOR DETAILS OF CONSTRUCTION AND INSTALLATION REQUIREMENTS. 3.REFER TO GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS FOR THE CONTRACT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FULL COORDINATION OF PROJECT INCLUDING THE EQUIPMENT AND INSTALLATION OF THE MECHANICAL WORK. 4.CONTRACTOR SHALL BECOME, PRIOR TO BID, THOROUGHLY FAMILIAR WITH THE REQUIREMENTS OF THESE NOTES AS WELL AS OTHER REQUIREMENTS SHOWN ON THE CONTRACT DOCUMENTS. 5.ALL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF EQUIPMENT AND SERVICES. THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR COMPONENT. 6.INFORMATION AND COMPONENTS SHOWN ON RISER DIAGRAMS OR DETAILS, BUT NOT SHOWN ON PLANS, AND VICE VERSA, SHALL BE PROVIDED AS IF EXPRESSLY REQUIRED BY BOTH. 7.CONTRACTOR SHALL NOT SCALE DRAWINGS. DRAWINGS SPECIFIC TO THIS DISCIPLINE DO NOT LIMIT THE RESPONSIBILITY OF WORK REQUIRED BY THE CONTRACT DOCUMENTS. 8.UNLESS NOTED OTHERWISE, THE INDICATION AND/OR DESCRIPTION OF ANY ITEM, IN THE DRAWINGS OR SPECIFICATIONS CARRIES WITH IT THE INSTRUCTION TO FURNISH AND INSTALL THE ITEM. 9.EXACT LOCATIONS OF ALL EQUIPMENT, THERMOSTATS, SWITCHES, DUCTS, DIFFUSERS, ETC. SHALL BE COORDINATED WITH OTHER TRADES. CEILING MOUNTED LIGHTING AND ELECTRICAL REQUIREMENTS TAKE PRECEDENCE OVER CEILING MOUNTED MECHANICAL REQUIREMENTS. 10.SEE STRUCTURAL DRAWINGS FOR BUILDING DETAILS AND DIMENSIONS. COORDINATE PLACEMENT OF ALL THERMOSTATS, ROOF MOUNTED EQUIPMENT, ETC. WITH STRUCTURAL TRADES. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH THAT OF OTHER TRADES. REFER TO STRUCTURAL, ELECTRICAL, AND OTHER DRAWINGS FOR COMPLETE INFORMATION PRIOR TO BID. 12.NO OTHER TRADES, I.E., ELECTRICAL, CEILING, PLUMBING, ETC., SHALL BE SUSPENDED, HUNG, OR SUPPORTED FROM DUCTWORK OR PIPING. 13.REPLACE ALL FEATURES REMOVED OR DAMAGED DURING THE COURSE OF THE WORK. 14.ALL WORK MUST COMPLY WITH THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. WHERE INSPECTIONS ARE REQUIRED BY AUTHORITIES HAVING JURISDICTION, WORK MUST NOT BE CONCEALED UNTIL INSPECTIONS AND TESTING ARE COMPLETED AND ACCEPTED. 15.HOUSEKEEPING PADS: EXCEPT WHERE STRUCTURAL EQUIPMENT SUPPORT PADS ARE CALLED FOR ON THE PLANS, PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL GROUND AND/OR FLOOR MOUNTED EQUIPMENT. UNLESS OTHERWISE INDICATED, PADS MUST BE MINIMUM OF 4 INCHES THICK WITH CHAMFERED EDGES. WHERE PADS ARE INSTALLED ON CONCRETE FLOORS, DOWEL RODS PENETRATING INTO BOTH THE PAD AND THE FLOOR (MINIMUM 4 RODS PER PAD) MUST BE USED TO ANCHOR PADS IN POSITION. 16.ALL WIRING INSTALLED FOR CONTROLS, POWER, INTERLOCKS, ETC. WHICH ARE TO BE INSTALLED IN OCCUPIED SPACES OR IN RETURN AIR PLENUMS MUST BE PLENUM RATED OR INSTALLED IN CONDUIT UNLESS OTHERWISE INDICATED. ALL SUCH INSTALLATIONS MUST MEET NFPA AND NEC REQUIREMENTS AND LOCAL CODES. 17.SEAL ALL ROOF AND WALL PENETRATIONS. FLASH AND COUNTER-FLASH ALL ROOF PENETRATIONS. MINIMUM ACCEPTABLE HEIGHT OF FLASHING IS EIGHT (8) INCHES ABOVE ROOF. 18.MAINTAIN A MINIMUM OF 15'-0" BETWEEN ALL FRESH AIR INTAKES AND PLUMBING VENTS EXHAUST FAN DISCHARGE, FLUES, ETC. COORDINATE WITH ALL OTHER CONTRACTORS ON SITE. 19.COORDINATE FINAL PLACEMENT OF ALL THERMOSTATS WITH WALL MOUNTED DEVICES AND OWNER'S REPRESENTATIVE. MOUNT THERMOSTATS AT 48" A.F.F. ANY THERMOSTAT THAT IS REQUIRED TO BE MOUNTED ON AN EXTERIOR WALL MUST BE MOUNTED ON AN INSULATED BASE. 20.MECHANICAL CONTRACTOR SHALL SUPPLY SMOKE DETECTOR IN RETURN DUCT OF AIR HANDLERS OVER 2000 CFM AND FOR UNITS WHICH SERVE AREAS OF EGRESS FOR INSTALLATION BY ELECTRICAL CONTRACTOR. DETECTORS SHALL BE DUCT MOUNTED, PHOTOELECTRIC TYPE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM WITH INTEGRAL RELAY FOR SHUTDOWN OF UNIT UPON ACTIVATION OF DETECTOR. 21.EXTERIOR DUCTWORK EXPOSED TO WEATHER: CROWN TOP SURFACE FOR WATER RUNOFF AND COMPLETELY SEAL ALL JOINTS WITH UV RESISTANT WEATHERPROOF SEALANT.Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:06 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE BUILDING MECHANICAL NOTES AND LEGEND 01-G009 009REVDATEDESCRIPTIONBY M G ETM 3 4 D * * * 2 D1 EQUIPMENT PACKAGE OR OR 20 AMP DUPLEX RECEPTACLE, MTD. 20" AFF TO BOTTOM, WITH #12 GROUND WIRE, "GFCI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER, "WP" INDICATES WEATHERPROOF WHILE-IN-USE ENCLOSURE AND COVER, BOX INDICATES FLOOR OUTLET WITH RECESSED CAST JUNCTION BOX 20A CAPACITOR, kVAR AS SHOWN GENERATOR, RATINGS AS SHOWN DUCT BANK, IDENTIFIER SHOWN, REFER TO DUCT BANK SCHEDULE FOR SIZE AND CONFIGURATION MOTOR STARTER, SIZE AS SHOWN OR REQUIRED, FVNR UNLESS NOTED TRANSFORMER, RATINGS AS SHOWN ELECTRIC MOTOR, HORSEPOWER AS SHOWN CIRCUIT BREAKER, TRIP RATING SHOWN, 3-POLE UNLESS NOTED OTHERWISE HANDHOLE, IDENTIFIER SHOWN, REFER TO HANDHOLE SCHEDULE FOR SIZE FUSE, CURRENT LIMITING, AMPERE RATING AS SHOWN OR REQUIRED, "BFI" INDICATES "BLOWN FUSE INDICATOR" TYPE "A" INDICATES "AMBER LENS" "G" INDICATES "GREEN LENS" "R" INDICATES "RED LENS" SELECTOR SWITCH, NUMBER OF POSITIONS AND CONTACTS AS SHOWN GROUND ELECTRICAL PANEL OR EQUIPMENT CABINET, RECESSED MOUNTED, 5'-6" TO TOP OF ENCLOSURE ELECTRICAL PANEL OR EQUIPMENT CABINET, SURFACE MOUNTED, 5'-6" TO TOP OF ENCLOSURE FUSED DISCONNECT SWITCH, SIZE AS NOTED COMBINATION DISCONNECT AND MOTOR STARTER, SIZE AS NOTED, FUSED TYPE SHOWN NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED 1x4 FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH EMERGENCY LIGHT (EL) BATTERY PACK, 1400 LUMENS MINIMUM FOR 2 LAMPS HOME RUN TO PANEL IN DEDICATED CONDUIT, RECEPTACLES AND EQUIPMENT SHALL HAVE DEDICATED GREEN GROUND WIRE. NUMBER OF ARROWS INDICATES NUMBER OF PHASE CONDUCTORS, LETTER(S) INDICATE NAME OF PANEL, NUMBER(S) INDICATE CIRCUIT NUMBERS # PILOT LIGHT; RELAY COIL, "TR" INDICATES "TIMING RELAY" LIMIT SWITCH CONTACT, HELD CLOSED LIMIT SWITCH CONTACT, NORMALLY CLOSED LIMIT SWITCH CONTACT, NORMALLY OPEN LIMIT SWITCH CONTACT, HELD OPEN H1H 20A/3P 1 20 HP 100 kW 3/4" x 10' COPPER CLAD GROUND ROD WIRING TO FIELD DEVICE WIRING WITHIN PANEL RELAY CONTACT, NORMALLY CLOSED RELAY CONTACT, NORMALLY OPEN PUSHBUTTON SWITCH, NORMALLY CLOSED PUSHBUTTON SWITCH, NORMALLY OPEN TERMINAL BLOCK ELAPSED TIME METER ELECTRICAL CONNECTION GROUND CONNECTION TO PRESSURE SWITCH LEVEL SWITCH EXISTING EQUIPMENT PROPOSED OR NEW EQUIPMENT TIME DELAY CONTACT, TIME DELAY CONTACT, TIME DELAY CONTACT, TIME DELAY CONTACT, SOLENOID OR OR F OR GROUND RING OR UNDERGROUND SWITCH, SINGLE POLE SWITCH, FOUR WAY SWITCH, THREE WAY SWITCH, DOUBLE POLE SWITCH, DIMMER GROUND ROD AND TEST WELL AIRTERMINAL ENCLOSURE GROUND BAR OPEN ON ENERGIZATION CLOSE ON ENERGIZATION CLOSE ON DE-ENERGIZATION OPEN ON DE-ENERGIZATION DATA AND TELEPHONE DUAL OUTLET LIGHTING, POWER & SYSTEM LEGEND GENERAL NOTES: EQUIPMENT LINE TYPES CONTROL SCHEMATIC LEGENDGENERAL NOTES: 1.SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET BUT NOT BE UTILIZED ON THE PROJECT. 2.LIGHTING LEGEND SHOWS EXAMPLE IDENTIFIERS, REFER TO LIGHT FIXTURE SCHEDULE FOR SPECIFIC REQUIREMENTS. 1.THESE NOTATIONS ARE INTENDED TO BE GENERAL IN NATURE. THEY MAY OR MAY NOT APPLY TO SOME OR ALL OF THE PLAN SHEETS AND SPECIFICATIONS. 2.ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. 3.CONDUIT RUNS INDICATED ON THE PLAN SHEETS ARE INTENDED TO BE SCHEMATIC ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUIT RUNS AND SHALL COORDINATE ANY DEVIATION FROM ROUTING AS INDICATED HEREIN WITH THE ENGINEER. ALL CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT CONFLICTS WITH EQUIPMENT. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS OR STRUCTURAL CONDITIONS. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUITS NOT INDICATED ON THE PLAN SHEETS. THIS INCLUDES CIRCUITS FOR LIGHTING, RECEPTACLES AND OTHER MISCELLANEOUS EQUIPMENT CIRCUITS. 5.ALL CONDUITS SHALL BE ROUTED AND SUPPORTED IN SUCH A MANNER AS TO NOT COMPROMISE THE STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, AND ROOFS. WHERE REQUIRED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL STRUCTURAL SUPPORTING MEMBERS FOR THE INSTALLATION AND SHALL COORDINATE SUCH MEMBERS WITH ENGINEER. 6.THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF CONDUIT ENTRANCES FOR ALL EQUIPMENT WITH SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. 7.ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4" MINIMUM AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL. 8.PULLBOXES, IF SHOWN ON THE PLANS, ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION. 9.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS. 10.ALL CONDUIT RUNS PASSING THROUGH EXPANSION JOINTS SHALL HAVE EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DRAWINGS. 11.THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. IF EQUIPMENT SUPPLIED BY THE MANUFACTURER HAS A LARGER LOAD THAN THE VALUE SHOWN OR INDICATED, THE CABLE, CONDUIT AND ELECTRICAL EQUIPMENT MAY BE ENLARGED AS REQUIRED TO ACCOMMODATE THE HIGHER LOADING. HOWEVER, THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS. 12.ALL MOTOR STARTER CONTROL POWER TRANSFORMERS SHALL BE SIZED TO PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR OPERATING ALL LOCAL AND REMOTE ELECTRICAL DEVICES ASSOCIATED WITH CONTROL OF THE MOTOR IN ADDITION TO THE STARTER COIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOADING REQUIREMENTS FOR CONTROL POWER TRANSFORMERS. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPERLY SIZED STARTER OVERLOADS FOR ALL EQUIPMENT INSTALLED. 14.MOTOR CONTROL CENTERS AND ALL FREE STANDING PANELS SHALL BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD. 15.IN GENERAL, SEPARATE POWER, CONTROL AND INSTRUMENTATION WIRING. PROVIDE SEPARATE CONDUIT, PULL AND JUNCTION BOXES. PROVIDE SUITABLE CABLE BARRIER WITHIN PULL OR JUNCTION BOXES WHERE SEPARATION OF WIRING IS NOT SHOWN ON THE DRAWINGS. 16.IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES, HOISTS, DOORS OR OTHER SIMILAR ITEMS, NO CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO CONFLICT WITH PROPER OPERATION OF SUCH EQUIPMENT. 17.CONTRACTOR SHALL FURNISH AND INSTALL ITEMS AS NECESSARY FOR COMPLETE AND FUNCTIONAL SYSTEMS INCLUDING THE CHEMICAL FEED SYSTEMS, MECHANICAL SYSTEMS, AND PLANT INSTRUMENTATION SYSTEM/DISTRIBUTED CONTROL SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED AND SHALL PROVIDE CONDUIT, WIRING AND TERMINATIONS FOR ALL ITEMS AS REQUIRED. 18.CONTRACTOR SHALL REFER TO OTHER PLAN SHEETS FOR LOCATIONS OF FIREWALLS. ALL CONDUIT PENETRATIONS IN THESE WALLS SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT REDUCE THE RATING OF THE FIREWALL THROUGH THE USE OF BOXES, SEALANTS AND OTHER ACCESSORIES AS MAY BE REQUIRED. 19.CONTRACTOR SHALL REFER TO MECHANICAL PLAN SHEETS AND SPECIFICATIONS FOR ITEMS RELATED TO THE MECHANICAL SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL ITEMS AS NECESSARY FOR COMPLETE AND OPERABLE MECHANICAL HEREIN INCLUDING, BUT NOT LIMITED TO; CONTROL POWER TRANSFORMERS, STARTERS, THERMOSTATS, CONTROL STATIONS, AND OTHER ELECTRICAL ITEMS AS RELATED TO THE INSTALLATION OF THE MECHANICAL SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DISCONNECTS FOR ALL MECHANICAL MOTORS UNLESS THE EQUIPMENT IS FURNISHED WITH AN INTEGRAL DISCONNECT FROM THE MANUFACTURER. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDUIT, WIRING AND TERMINATIONS FOR ALL COMPONENTS AS MAY BE NECESSARY FOR THE MECHANICAL SYSTEMS. 20.ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRPUTER RECEPTACLES WITH WEATHERPROOF COVERS. 21.EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS. 22.ALL CONDUITS SHALL HAVE A GROUNDING CONDUCTOR, SIZED PER NEC. 23.ALL LIGHTING FIXTURES INSTALLED IN INSULATED LOCATIONS SHALL BE RATED FOR SUCH INSTALLATION REGARDLESS OF THE FIXTURE SCHEDULE DESIGNATION. 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NEW SERVICE INSTALLATIONS WITH OWNER, ENGINEER AND SERVICE UTILITY. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED BY SERVICE UTILITY FOR NEW SERVICE CONNECTIONS. 25.UNLESS NOTED OTHERWISE, ALL CONTROL PANELS SHALL BE FABRICATED SUCH THAT ALL OPERATORS AND INDICATING DEVICES INDICATED ON THE SCHEMATICS BE LOCATED ON THE FRONT DOOR OR COVER OF THE PANEL. OPERATING AND INDICATING DEVICES SHALL BE VISIBLE AND OPERABLE WITHOUT HAVING TO OPEN THE CONTROL PANEL. 26.DUCT BANKS INDICATED ARE FOR REFERENCE ONLY; THE CONTRACTOR SHALL REVIEW PLAN SHEETS RELATED TO INDIVIDUAL STRUCTURES AND VERIFY CONDUITS THAT MAY BE REQUIRED. THE CONTRACTOR SHALL VERIFY NUMBER OF CONDUITS AS INDICATED IN THE DUCT BANK PRIOR TO INSTALLATION WITH THE ENGINEER. PROVIDE A SPARE CONDUIT, EQUAL IN SIZE TO THE LARGEST CONDUIT IN USE, FOR EACH SET OF FOUR USED CONDUITS IN EACH DUCT BANK. 27.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HEAT TRACING FOR ALL EXPOSED WATER LINES TO BE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL REVIEW OTHER SECTIONS OF THE PLANS AND SPECS AND PROVIDE SUITABLE HEAT TRACING COMPONENTS AS MAY BE REQUIRED, WHETHER INDICATED ON THE ELECTRICAL PLAN SHEETS OR NOT. S S S S S D A Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:15:06 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 SAH SAH ELECTRICAL LEGEND 01-G010 010REVDATEDESCRIPTIONBYDigitally Signed 05/20/2019 RAWWATERFLOW STREAM, LIQUIDFLOW STREAM, RESIDUALSLEGENDRAPIDMIXOZONEFACILITYFILTERCOMPLEXSWPERMANGANATEFERRICPOLYMEROZONECHLORINECAUSTICMIXINGCLEARWELLCLEARWELLCLEARWELLFINISHEDWATERFLWCHLORINECHLORINECAUSTICAMMONIAFLUORIDELAGOONWASHWASTEREQUALIZATIONBASINWASHWATERRECOVERY BASINGRAVITYTHICKENER(FUTURE)SPLITTERBOX(FUTURE)GRAVITYTHICKENERBELT PRESS WWR PUMPSFLOCCULATION/ SEDIMENTATIONBASINSSERVICEWATERBOOSTERPUMP STATIONBELT PRESSBELT PRESS(FUTURE)SCREWCONVEYOR #2SCREWCONVEYOR #3CHEMICALSS - TOPCWRP*PTRPLANT WATERMH7MH6BWWTOTETOTEPOLYMERMIXDOWNNCPD - PROCESS DRAINFUTURE CONSTRUCTIONMH9MH10MH8VALVEVAULTMMMDUMPSTERVEYORSYSTEMTHICKENEDRESIDUALSPUMP STATIONVALVEVAULT* PCWRP - PECAN CREEK WATER RECLAMATION PLANTBWW/SWWGFWGFW RESIDUALPUMPRESIDUALPUMPNCNCNCSCREWCONVEYOR #4(FUTURE)SCREWCONVEYOR #1RESIDUALPUMP(FUTURE)RESIDUALPUMPMH-BMH-GPOLYMERMIXDOWN(FUTURE)POLYMERMIXDOWNMMMPLANT RAWWATER SAMPLEINFLUENTCHAMBERDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-01-G011-PF.dwg Last Save: 6/7/2019 3:22 PM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 6/7/2019 3:24 PM Plotter used: DWG To PDF.pc3 KOBSAH01-G011011PROCESS FLOWDIAGRAMDigitally Signed 06/07/2019 620 630 640 610 600 650 660 623.65 WASHWATER EQUALIZATION BASIN T/WALL 628.00 EL. 618.62 TO THICKENED RESIDUAL PUMP STATION GRAVITY THICKENER TO WASHWATER RECOVERY TO SEWER 648.00 T/WALL 652.00 EL. 635.00 T/WEIR 648.00 EL. 613.65 T/WALL 626.00 EL. 605.00 WASHWATER RECOVERY BASIN FROM LAGOON TO INFLUENT CHAMBER 620 630 640 610 600 650 660653.07 EL. 639.00 EL. 652.25 EL. 656.25 TO TREATMENT FROM WASHWATER RECOVERY BASIN RAPID MIX 36" INFLUENT 18" GFW 8" PTR 8" PTR EL. 649.75 EL. 644.00 EL. 605.00 WASHWATER RECOVERY BASIN 610.00 624.00 AVERAGE DAILY FLOW (9.3 MGD) MAX 30 DAY FLOW (18.4 MGD) LEGEND FERRIC SULFATE POLYMER PLANT RAW WATER SAMPLE INFLUENT CHAMBER Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\SAHalsey\Documents\DLLWTP_Elena_Boyd.rvt6/7/2019 3:21:11 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE HYDRAULIC PROFILE 01-G012 012REVDATEDESCRIPTIONBYDigitally Signed 06/07/2019 WASHWATERRECOVERYBASIN69WASHWATEREQUALIZATIONBASIN68CLEARWELLCW-4CLEARWELLCW-3CAUSTICMIXINGFACILITYFILTERED WATERFLOW METER VAULTBLOWERBUILDINGSTORAGETANKBACKFLOWPREVENTERLAS/FLUORIDEBUILDINGCLEARWELLCW-2OZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSRAPIDMIXOPERATIONSBUILDINGHIGH SERVICEPUMP STATIONBACKWASHPUMP PADFLOC-SEDBASINMAINTENANCESHEDVALVEVAULT TOLAGOONSFILTERCOMPLEX300301700701702703704705706707708709710711630 620 630630 630630640 640640638634 632 638 636 634 63 2624626628632634636638 628626624628626624622626 632 63 4 6 3 8 636 EXISTINGSECURITYFENCESHADY OAKS DRIVE60' UTILITY EASEMENT 30'BUILDINGLINE SURVEY CONTROLPOINT #300301303304700701702703704705706707708709710711NORTHING7122607.527122129.217122060.007122407.337122601.227122565.967122185.577122246.317122124.957122260.407122215.897122330.577121932.377121922.997121932.697122516.85EASTING2395772.082395786.622396463.302396130.032395261.612395656.802395735.242395510.482395506.122394922.162395155.752395275.862394910.042395479.662395258.772394892.04ELEVATION635.37633.90609.13616.23629.47639.21637.00641.89644.24630.17621.59635.16639.30642.94641.99631.42DESCRIPTIONCP\ IR12CP\ IR12CP\ IR12CP\ IR12SAC58SAC58SAC58SAC58CP\ TBM1SAC58CP\ BM1SAC58CP\ 5/8" CIRF "TNP"CP/ MAGCP\ 5/8" CIRF "TNP"CP\ 5/8" CIRF "TNP"(IN FEET)025'50'100'150'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C101-SI.dwg Last Save: 5/6/2019 2:21 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:22 PM Plotter used: None CDGO.C.05-C101013EXISTING SITE PLANNOTE:SURVEY CONTROL POINTS 303 AND 304 ARE LOCATEDOFF THIS SHEET. WASHWATERRECOVERYBASIN69WASHWATEREQUALIZATIONBASIN68CLEARWELLCW-4CLEARWELLCW-3CAUSTICMIXINGFACILITYFILTERED WATERFLOW METER VAULTBLOWERBUILDINGSTORAGETANKBACKFLOWPREVENTERLAS/FLUORIDEBUILDINGCLEARWELLCW-2OZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSRAPIDMIXOPERATIONSBUILDINGHIGH SERVICEPUMP STATIONBACKWASHPUMP PADFLOC-SEDBASINMAINTENANCESHEDVALVEVAULT TOLAGOONSFILTERCOMPLEXFUTUREGRAVITYTHICKENER70DEWATERINGFACILITY77THICKENEDRESIDUALSPUMP STATION75X X X X X X123SHADY OAKS DRIVEFUTUREPARKINGBY OTHERSGRAVITYTHICKENER70TRUCKACCESSAREAWASHWATEREQUALIZATIONVALVE VAULT684FUTUREADMINISTRATIONBUILDING BY OTHERS567SITE WORK POINTSPOINT #1234567DESCRIPTIONCENTER GRAVITY THICKENERSW CORNER THICKENED RESIDUALS PUMP STATIONSW CORNER DEWATERING FACILITYSW CORNER WASHWATER EQUALIZATION VALVE VAULTNW CORNER WASHWATER EQUALIZATION VALVE VAULTNW CORNER THICKENED RESIDUALS PUMP STATIONNE CORNER DEWATERING FACILITYNORTHING7122513.257122451.207122339.377122499.107122514.447122473.877122434.04EASTING2395779.792395754.252395759.942395075.712395075.712395754.252395810.61(IN FEET)025'50'100'150'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C102-SI.DWG Last Save: 5/6/2019 2:27 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:26 PM Plotter used: None CDGO.C.05-C102014PROPOSED SITEPLAN - OVERVIEW05-C303 (PROPOSED YARD PIPING PLAN I)05-C201 (GRADING, PAVING, AND EROSION CONTROL PLAN)05-C301 (EXISTING YARD PIPING PLAN I)05-C304 (PROPOSED YARD PIPING PLAN II)05-C103(WASHWATEREQUALIZATIONVALVE VAULT)NOTE:BUILDING CORNER POINTS 3 AND 7 FOR THEDEWATERING FACILITY ARE LOCATED AT THEEXTERIOR CORNERS OF THE CMU BLOCK. WB-62 - Interstate Semi-Trailer GRAVITYTHICKENER70FUTUREGRAVITYTHICKENERDEWATERINGFACILITY77X X X X X X X X X X X X X X XXXTHICKENEDRESIDUALSPUMP STATION75STORAGETANKBACKFLOWPREVENTEROZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSFLOC-SEDBASINMAINTENANCESHEDBLOWERBUILDINGSHADY OAKS DRIVEDUMPSTER CONVEYANCE SYSTEMSEE FACILITY 77 DRAWINGSEXISTING SEGMENT OF THENORTH/SOUTH SECURITYFENCE TO BE REMOVEDINSTALL 5' SIDEWALK1000-001D32INSTALL SECURITY FENCE5'5'INSTALL 5' SIDEWALK1000-001D32STORM DRAIN MANHOLESTORM DRAIN MANHOLE5' 16'-6"123457891011121329'-7"TIE TO EXISTINGCONCRETE PAVEMENTCOORDINATE FENCING RELOCATIONWITH ADMINISTRATION BUILDINGCONSTRUCTION.3113-001D32146SITE LAYOUT COORDINATESPOINT #1234567891011121314DESCRIPTIONEDGE OF SIDEWALKEOPEOP/EDGE OF SIDEWALKEOPEOPEDGE OF SIDEWALKRP OF SIDEWALKEDGE OF SIDEWALKTIE TO EXISTING FENCENE CORNER OF FENCEPI OF FENCEPI OF FENCESE CORNER OF FENCEEOPNORTHING7122451.207122451.207122472.377122503.507122333.737122418.707122334.707122333.707122607.987122607.827122333.707122309.007122274.397122503.50EASTING2395816.272395811.272395754.252395720.802395729.612395754.272395755.272395816.272395759.632395821.272395821.272395812.392395811.962395722.30WASHWATERRECOVERYBASIN69WASHWATEREQUALIZATIONVALVE VAULT68WASHWATEREQUALIZATION BASIN68VALVE VAULTTO LAGOONDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713(IN FEET)020'40'60'10'File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C103-SI.dwg Last Save: 5/6/2019 2:28 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:32 PM Plotter used: None CDGO.C.05-C103015PROPOSED SITEPLAN - ENLARGEDSCALE:1" = 10'105-C10205-C103WASHWATER EQUALIZATION VALVE VAULT GRAVITYTHICKENER70FUTUREGRAVITYTHICKENERDEWATERINGFACILITY77X X X X X X X X X X X X X X XXXTHICKENEDRESIDUALSPUMP STATION75STORAGETANKOZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSRAPIDMIXFLOC-SEDBASINMAINTENANCESHEDBLOWERBUILDING632634636638 638638640 63 6 6 3 4 63263 0 62 8 6 2 6 SHADY OAKS DRIVE18" FES636 635634633632631630 637638639640 629636 638637636628 626 624 18" SD639.973:1INSTALL RIP RAPSWALE 10' WIDE TOTOE OF SLOPE ASPER SPECIFICATIONS.SAWCUT, REMOVE ANDREPLACE CONCRETEPAVEMENT1313-002D32REINSTALL FENCING ANDGATE AS NECESSARYDUE TO TRENCH4:1 639 2.30%638.54638.57639.6118" SD EXISTING SEGMENT OF THENORTH/SOUTH SECURITYFENCE TO BE REMOVEDDUMPSTER CONVEYANCE SYSTEMSEE FACILITY 77 DRAWINGS10'INSET A - SEE THIS SHEET640.00SDMH-2TOP OF RIM=639.29SDMH-1TOP OF RIM=639.64REMOVE EXISTINGCONCRETE DRAINAGESTRUCTUREMH-HTOP OF RIM=639.69FUTUREADMINISTRATIONBUILDING BY OTHERS4:1 630 632 634 636 638 DEWATERINGFACILITY77X X X X X X X X X X X X X THICKENEDRESIDUALSPUMPSTATION75639.97METAL STANDING SEAMROOF SEE FACILITY 77DRAWINGS634632640638 636 639640 637639.79640.06638639640639.80639.79639.60639.80640.40640.40639.93GRADE BREAK ATCANOPY ELEVATION639.90GRADE BREAK ATCANOPY ELEVATION639.90641.00639.69641.00641.00640.40640.503:10.85%640.50640.40639.29MATCH EXISTINGPAVEMENT ELEVATION2.0%640639638(IN FEET)020'40'60'10'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C201-GR.dwg Last Save: 5/7/2019 10:43 AM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:36 PM Plotter used: None CDGO.C.05-C201016GRADING, PAVING,AND EROSIONCONTROL PLANSCALE:1" = 10'105-C20105-C201INSET ANOTES:1.ELEVATIONS SHOWN AT CURB/GUTTER OR RAISED SIDEWALK GRADESARE TOP OF CURB OR TOP OF SIDEWALK UNLESS OTHERWISE SPECIFIED.2.DUMPSTER CONVEYOR SUBCONTRACTOR SHALL ENSURE DRAINAGEBETWEEN RAILS TO CENTER GRATE. 1' CURB CUTS SHALL BE INSTALLEDAT THE CENTER OF EACH CURB TO ALLOW FREE DRAINAGE ACROSS THEAREA, TOWARD THE GRATED INLET.3.COORDINATE WITH CONSTRUCTION AND GRADING ADMINISTRATIONBUILDING TO THE SOUTH TO SMOOTH SLOPES. SEE NOTE 1SHADY OAKS DRIVEFLOC-SEDBASINBLOWERBUILDINGWASHWATERRECOVERYBASINWASHWATEREQUALIZATIONBASINFILTERCOMPLEX30" PD20" DR18" RCP36" CMP 48" FW36" TW CAUSTICMIXINGFACILITYFILTERED WATERFLOW METER VAULTBACKWASHPUMP PAD2" PSW12" LAGOON DR12" FM18" PD12" NCBW24" WWR X" PDX" PDX" PD X" PD16" PD48" FW48" FW 30" FW36" FW36" WWR 24" NCBW36" FWABANDONED30" PD1 1/2" CAU30" PDVALVE VAULTTO LAGOON(IN FEET)020'40'60'10'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C301-YP.dwg Last Save: 5/6/2019 2:36 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:37 PM Plotter used: None CDGO.C.05-C301017EXISTING YARDPIPING PLAN INOTE 1:EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS ANDINFORMATION PROVIDED TO THE ENGINEER. CONTRACTOR SHALL FIELDVERIFY LOCATIONS OF ALL PERTINENT LINES PRIOR TO CONSTRUCTION. OZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSFLOC-SEDBASINMAINTENANCESHEDBLOWERBUILDINGSTORAGETANKBACKFLOWPREVENTER18" PD12" NCBW12" PD 24" NCBWDUCT BANK8" PD DUCT BANK18" SD12" PD12" SDDUCT BANK (IN FEET)020'40'60'10'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C302-YP.dwg Last Save: 5/17/2019 1:38 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:39 PM Plotter used: None CDGO.C.05-C302018EXISTING YARDPIPING PLAN IINOTE 1:EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS ANDINFORMATION PROVIDED TO THE ENGINEER. CONTRACTOR SHALL FIELDVERIFY LOCATIONS OF ALL PERTINENT LINES PRIOR TO CONSTRUCTION. WASHWATEREQUALIZATIONVALVE VAULT688'' WWR8'' WWR8'' WWR8'' WWR8'' WWR8'' WWR3'' FW3'' FWFLOC-SEDBASINBLOWERBUILDINGCAUSTICMIXINGFACILITYFILTERED WATERFLOW METER VAULTBACKWASHPUMP PADSHADY OAKS DRIVEWASHWATERRECOVERYBASIN69WASHWATEREQUALIZATION BASIN68FILTERCOMPLEXX" PDX" PDX" PDX" PD12" LAGOON DR30" PD18" RCP20" DR12" FM36" CMP12" FM 36" FW36" FW 30" PD 36" TW36" FWA B A N D O N E D 48" FW 30" FW 36" WWR 18" PD12" NCBW24" NCBW48" FW2" PSW1 1/2" CAU2" PSWMH-610210110+0011+00 12+0013+0014+0018+04 14+0015+0016+0017+0018+00 05-C306205-C305118" GFW16" PD16" BWW/SWWTIE TO EXIST. MH-10REPLACE MANHOLE LIDWITH LOCKING WATERTIGHT FRAME AND COVERVALVE VAULTTO LAGOON105CUT IN NEW 30"PLUG VALVE V406(NON-ACTUATEDBURIED)CONFIRM LOCATIONS OFEXISTING ELECTRICAL LINESAND COORDINATE ADJUSTMENTWITH ENGINEER AS NECESSARYSEE FACILITY 77MECHANICAL DRAWINGSFOR PIPING CONTINUATION100103104YARD PIPING COORDINATESPOINT #100101102103NORTHING7122496.297122496.297122601.227122615.71EASTING2395086.842395148.612395148.612395026.73CENTERLINEELEVATION622.00622.83622.44616.41DESCRIPTION16" 90° MJ BEND16" 90° MJ BEND16" 90° MJ BEND18" RESTRAINED90° BENDYARD PIPING COORDINATESPOINT #104105NORTHING7122496.297122575.33EASTING2395093.342395133.72CENTERLINEELEVATION622.00619.08DESCRIPTION16" PLUG VALVEV40630" PLUG VALVEV406(IN FEET)020'40'60'10'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C303-YP.dwg Last Save: 5/6/2019 3:08 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:41 PM Plotter used: None CDGO.C.05-C303019PROPOSED YARDPIPING PLAN I#PIPING LAYOUT COORDINATESNOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL CONNECTION POINTS TO EXISTINGPIPES AND FACILITIES PRIOR TO LAYING NEW LINES.2.PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT. CONTRACTORSHALL VERIFY ELEVATIONS IN FIELD.3.ALL PIPES SHALL BE LAID AT A CONSTANT SLOPE BETWEEN THEELEVATIONS GIVEN ON THESE PLANS. PIPELINES WITH NO ELEVATIONSGIVEN SHALL BE INSTALLED WITH MINIMUM 3' OF COVER OR AS REQUIREDTO AVOID CONFLICTS WITH EXISTING AND PROPOSED PIPING.4.ALL BURIED VALVES SHALL HAVE VALVE BOX AS SPECIFIED.5.CONTRACTOR SHALL INSTALL MJ SOLID SLEEVE AS NECESSARY TO MAKECONNECTIONS TO EXISTING LINES.6.THRUST AT FITTINGS SHALL BE RESISTED BY RESTRAINED JOINTS ASSPECIFIED AND AS REQUIRED TO RESIST THRUST. SEE7.SEE FOR PIPE TRENCH, BEDDING, AND BACKFILL DETAIL.8.SEE FOR CLEANOUT DETAIL.9.SEE FOR YARD HYDRANT DETAIL.2339-014D402339-004D402323-001D312339-012D40 OZONEGENERATORBUILDINGLOXSTORAGEOZONECONTACTORSFLOC-SEDBASINMAINTENANCESHEDBLOWERBUILDINGSTORAGETANKBACKFLOWPREVENTERSHADY OAKS DRIVE18" SD12" PDMH-BSTA. 10+574' MANHOLEN = 7122481.35E = 2395751.50MH-ASTA. 10+134' MANHOLEN = 7122437.70E = 2395751.50SDMH-2STA. 10+244'X4' JUNCTION BOXN = 7122443.25E = 2395735.19SDMH-1STA. 10+004'X4' JUNCTION BOXN = 7122419.38E = 2395735.19EXIST. MH-3STA. 12+434' MANHOLEN = 7122565.41E = 2395611.45LIGHT POLE TOBE REMOVED21" NCBW DUCT BANKDUCT BANK18" SD12" NCBW18" PD12" PD 12" PD8" PD 20020120205-C305105-C307305-C3074MH-DSTA. 10+874' MANHOLEN = 7122593.18E = 2395699.86MH-FSTA. 12+574' MANHOLEN = 7122605.91E = 2395534.98MH-ESTA. 12+394' MANHOLEN = 7122593.18E = 2395547.7118" FESSTA. 11+22N = 7122443.25E = 2395833.7416" BWW/SWW05-C306220320418" GFWMH-HSTA. 10+78LOADING AREA DRAINN = 7122359.39E = 2395746.4512" PDGRAVITYTHICKENER70FUTUREGRAVITYTHICKENERDEWATERINGFACILITY77X X X X X X X X X X X X X X XXXTHICKENEDRESIDUALSPUMP STATION7510+00 11+0010+0011+0012+0010+0011+0012+0013+0014+0018+29 15+0016+0017+0018+0005-C307510+95 10+00 RELOCATE EXISTINGSTORM DRAIN AS SHOWN4900-001D33MH-CSTA. 11+584' MANHOLEN = 7122565.41E = 2395696.452" W1DUCT BANK205 208207206SEE FACILITY 75 DRAWINGSFOR PIPING CONTINUATION6" W1BACKFLOW PREVENTER0000-001D33ELECTRICAL DUCT BANKSEE ELECTRICAL PLANSMATCH PROPOSEDFENCING FOR LLWTPPHASE II IMPROVEMENTSADMINISTRATION AREA6" PD6" W2YARD PIPING COORDINATESPOINT #200201202203204205206207208NORTHING7122601.227122588.187122588.187122548.617122393.707122498.247122483.317122483.317122498.24EASTING2395521.292395534.322395740.212395779.792395730.632395730.822395796.852395764.622395749.69CENTERLINEELEVATION630.38630.38630.38631.45637.33636.00636.00636.00636.00DESCRIPTION16" 45° MJ BEND16" 45° MJ BEND16" 45° MJ BEND16" 45° MJ BEND8"X2" MJ TEE8"X6" MJ TEE6" 90° MJ BEND6" 45° MJ BEND6" 45° MJ BEND(IN FEET)020'40'60'10'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C304-YP.dwg Last Save: 5/17/2019 11:32 AM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:45 PM Plotter used: None CDGO.C.05-C304020PROPOSED YARDPIPING PLAN II#PIPING LAYOUT COORDINATESNOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL CONNECTION POINTS TO EXISTINGPIPES AND FACILITIES PRIOR TO LAYING NEW LINES.2.PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT. CONTRACTORSHALL VERIFY ELEVATIONS IN FIELD.3.ALL PIPES SHALL BE LAID AT A CONSTANT SLOPE BETWEEN THEELEVATIONS GIVEN ON THESE PLANS. PIPELINES WITH NO ELEVATIONSGIVEN SHALL BE INSTALLED WITH MINIMUM 3' OF COVER OR AS REQUIREDTO AVOID CONFLICTS WITH EXISTING AND PROPOSED PIPING.4.ALL BURIED VALVES SHALL HAVE VALVE BOX AS SPECIFIED.5.CONTRACTOR SHALL INSTALL MJ SOLID SLEEVE AS NECESSARY TO MAKECONNECTIONS TO EXISTING LINES.6.THRUST AT FITTINGS SHALL BE RESISTED BY RESTRAINED JOINTS ASSPECIFIED AND AS REQUIRED TO RESIST THRUST. SEE7.SEE FOR PIPE TRENCH, BEDDING, AND BACKFILL DETAIL.8.SEE FOR CLEANOUT DETAIL.9.SEE FOR YARD HYDRANT DETAIL.2339-014D402339-004D402323-001D312339-012D40 6106156206256306356406459+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00FINAL GRADEEXIST. GRADE70 - GRAVITYTHICKENER MH-DSTA. 10+87RIM = 637.9318" GFW IN = 632.06 (SE)18" GFW OUT = 631.96 (W)MH-ESTA. 12+39RIM = 637.9118" GFW IN = 631.20 (E)18" GFW OUT = 631.10 (NW)MH-FSTA. 12+57RIM = 637.3618" GFW IN = 631.01 (SE)18" GFW OUT = 630.91 (W)EXIST.8" PSWPROP.16" BWW/SWWFL=629.71INSTALL 87' OF 18" PD (SDR 26) @ 0.50%INSTALL 152' OF 18" PD (SDR 26) @ 0.50%INSTALL 508' OF 18" PD (SDR 26) @ 3.00%INSTALL 18' OF 18" PD (SDR 26) @ 0.50%61061562062563063564064515+0015+5016+0016+5017+0017+5018+0018+5019+00EXIST.36" TWEXIST. MH-10STA. 18+04RIM = 626.4518" GFW IN = 615.37 (N)INSTALL 508' OF 18" PD (SDR 26) @ 3.00%EXIST. GRADE18" RESTRAINED90° BEND103INSTALL 38' OF 18" PD (SDR 26) @ 0.76%61061562062563063564064519+006106156206256306356406459+50DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C305-YP.dwg Last Save: 5/6/2019 3:22 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:47 PM Plotter used: None CDGO.C.05-C305021PROPOSED YARDPIPING PROFILES INOTE:PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT.CONTRACTOR SHALL VERIFY ELEVATIONS IN FIELD.SCALE:1" = 20'105-C30305-C30405-C30518" GFWSCALE:1" = 20'105-C30305-C30405-C30518" GFW (CONT'D) 6106156206256306356406459+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00EXIST.30" PDEXIST.36" TWEXIST. GRADEEXIST.2" PSW16" 90° MJ BEND10216" 90° MJ BEND10116" BWW/SWW16" 90° MJ BEND10016" 45° MJ BEND16" PLUG VALVEV40610461061562062563063564064519+0061061562062563063564064515+0015+5016+0016+5017+0017+5018+0018+5019+00EXIST.12" PDEXIST.12" PDEXIST.18" PD70 - GRAVITY THICKENEREXIST.8" PSWPROP. 18"18" GFW16" BWW/SWWEXIST. GRADE16" 45° MJ BEND20016" 45° MJ BEND20116" 45° MJ BEND20316" 45° MJ BEND2026106156206256306356406459+50DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C306-YP.dwg Last Save: 5/6/2019 3:23 PM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:49 PM Plotter used: None CDGO.C.05-C306022PROPOSED YARDPIPING PROFILES IINOTE:PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT.CONTRACTOR SHALL VERIFY ELEVATIONS IN FIELD.SCALE:1" = 20'205-C30305-C30405-C30616" BWW/SWWSCALE:1" = 20'205-C30305-C30405-C30616" BWW/SWW (CONT'D) 6156206256306356406456506156206256306356406456509+5010+0010+5011+0011+5012+0012+50EXIST. GRADEFINAL GRADEEXIST.DUCT BANKINSTALL 44' OF 12" PD (SDR 26) @ 1.00%INSTALL 100' OF 12" PD (SDR 26) @ 1.00%INSTALL 85' OF 12" PD (SDR 26) @ 1.00%INSTALL 14' OF 12"PD (SDR 26) @ 0.70%MH-ASTA. 10+13RIM = 639.8612" PD IN = 631.38 (E)12" PD IN = 632.28 (S)12" PD OUT = 631.28 (N)MH-BSTA. 10+57RIM = 639.8012" PD IN = 630.84 (S)6" PD IN = 631.35 (S)12" PD OUT = 630.74 (NW)MH-CSTA. 11+58RIM = 638.4212" PD IN = 629.74 (SE)12" PD OUT = 629.64 (W)EXIST. MH-3STA. 12+43RIM = 638.8412" PD IN = 628.79 (E)77 - DEWATERINGFACILITYPROP.18" SDEXIST.DUCT BANK6206256306356406456506556206256306356406456506559+5010+0010+5011+0011+50EXIST. GRADEFINAL GRADEINSTALL 99' OF 18" SD @ 0.70%SDMH-1STA. 10+00RIM = 639.6418" SD OUT = 634.70 (N)SDMH-2STA. 10+24RIM = 639.2918" SD IN = 634.53 (S)18" SD OUT = 634.34 (E)INSTALL 24' OF18" SD @ 0.72%18" FESSTA. 11+22RIM = 635.4418" SD IN = 633.64 (W)INSTALL RIP RAP SWALE 10'WIDE TO TOE OF SLOPE ASPER SPECIFICATIONS.PROP.12" PDEXIST.DUCT BANKPROP.3 - 6" TRPROP.6" W2PROP.DUCT BANK6206256306356406456506556206256306356406456506559+5010+0010+5011+00INSTALL 78' OF 12" PD(SDR 26) @ 0.48%FINAL GRADEEXIST. GRADEMH-ASTA. 10+00RIM = 639.8612" PD IN = 631.38 (E)12" PD IN = 632.28 (S)12" PD OUT = 631.28 (N)MH-HLOADING AREA DRAINSTA. 10+78RIM = 639.6912" PD OUT = 632.66 (N)4900-001D33DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: \\garverinc.local\gdata\Projects\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-C307-YP.dwg Last Save: 5/17/2019 11:54 AM Last saved by: OCCondulleLast plotted by: Condulle, O. C. Plot Style: ---- Plot Scale: 1:2.5849 Plot Date: 5/17/2019 1:50 PM Plotter used: None CDGO.C.05-C307023PROPOSED YARDPIPING PROFILES IIINOTE:PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT.CONTRACTOR SHALL VERIFY ELEVATIONS IN FIELD.SCALE:1" = 20'305-C30405-C30712" PDSCALE:1" = 20'405-C30405-C30718" SDSCALE:1" = 20'505-C30405-C30712" PD AeccDbCogo P o i n t ( Ae c c L a n d 12 0 )FUTUREGRAVITYTHICKENER70 ADMINISTRATIONBUILDINGX X X X X X X X X XXSHADY OAKS DRIVEFUTUREPARKINGGRAVITYTHICKENER70TRUCKACCESSAREA70TM01GENERAL NOTES:1.FIELD LOCATE FINAL LOCATIONS OF ALL BELOW GRADE CONDUIT.2.PROVIDE PULLBOXES AS REQUIRED FOR A WORKABLE INSTALLATION.3.REFER TO ELECTRICAL PLAN SHEETS FOR INDIVIDUAL STRUCTURES, ONELINES, CONTROL SCHEMATICSAND DETAILS FOR QUANTITIES AND SIZES OF CONDUITS FOR EACH DUCT BANK INDICATED.4.THE CONTRACTOR SHALL REFER TO ELECTRICAL DETAIL SHEETS FOR PULL BOX TYPE AND INSTALLATIONDETAILS. THE CONTRACTOR SHALL REFER TO THE DETAIL "ELECTRICAL PULLBOX DETAILS" FOR ALLPULLBOXES LOCATED OUTSIDE VEHICULAR ROADWAY AREAS AND "PRE-CAST PULLBOX DETAIL" FOR ALLPULLBOXES REQUIRED TO BE LOCATED WITHIN VEHICULAR ROADWAY AREAS. ALL PULLBOXES SHALL BEAPPROPRIATELY SIZED BY THE CONTRACTOR AS REQUIRED BY THE NUMBER OF CONDUITS IN THE DUCTBANK FOR A WORKABLE INSTALLATION WITH MINIMUM SIZES AS INDICATED WITHIN THE DETAILS.5.PROVIDE SEPARATE CONDUITS FOR EACH VOLTAGE TYPE; 480V/120VAC/24VDC.6.FUTURE AND EXISTING HARDWARE/EQUIPMENT ARE SHOWN AS LIGHT/FADED. NEW HARDWARE/EQUIPMENTARE SHOWN AS DARK/BOLD.68EQP0168EQP0368EQP0468EQP0269VTP0269VTP01MOTOR LISTMOTOR NUMBERHPVOLTS/PHASEDESCRIPTIONSOURCE68EQP01(EXISTING)15480/3ϕEQUALIZATION PUMP #1 (EXISTING)BB-MCC-50168EQP02(EXISTING)15480/3ϕEQUALIZATION PUMP #2 (EXISTING)BB-MCC-50168EQP0345480/3ϕEQUALIZATION PUMP #3BB-MCC-50168EQP0445480/3ϕEQUALIZATION PUMP #4BB-MCC-50169VTP0135480/3ϕVERTICAL TURBINE PUMP #1BB-PP-50169VTP0235480/3ϕVERTICAL TURBINE PUMP #2BB-PP-50170TM012-1/2480/3ϕTHICKENER MOTOR #177SWBD0170TM02 (FUTURE)2-1/2480/3ϕTHICKENER MOTOR #2 (FUTURE)77SWBD0175CV011480/3ϕFLOW CONTROL VALVE #177DP0175CV021480/3ϕFLOW CONTROL VALVE #277DP0175CV031480/3ϕFLOW CONTROL VALVE #377DP0175CV041480/3ϕFLOW CONTROL VALVE #477DP0175CV051480/3ϕFLOW CONTROL VALVE #577DP0175CV061480/3ϕFLOW CONTROL VALVE #677DP0175CV071480/3ϕFLOW CONTROL VALVE #777DP0175CV081480/3ϕFLOW CONTROL VALVE #877DP0175CV09 (FUTURE)1480/3ϕFLOW CONTROL VALVE #9 (FUTURE)77DP0175CV10 (FUTURE)1480/3ϕFLOW CONTROL VALVE #10 (FUTURE)77DP0175CV11 (FUTURE)1480/3ϕFLOW CONTROL VALVE #11 (FUTURE)77DP0175P0120480/3ϕRESIDUAL PUMP #177SWBD0175P0220480/3ϕRESIDUAL PUMP #277SWBD0175P0320480/3ϕRESIDUAL PUMP #377SWBD0175P0420480/3ϕRESIDUAL PUMP #4 (FUTURE)77SWBD0177C011-1/2480/3ϕDUMPSTER CONVEYOR #177SWBD0177C011-1/2480/3ϕDUMPSTER CONVEYOR #277SWBD0177SC015480/3ϕSCREW CONVEYOR #177SWBD0177SC0210480/3ϕSCREW CONVEYOR #277SWBD0177SC035480/3ϕSCREW CONVEYOR #377SWBD0177SC045480/3ϕSCREW CONVEYOR #4 (FUTURE)77SWBD0177G011480/3ϕCONVEYOR GATE77SWBD0177P0115480/3ϕPLANT WATER PUMP #177SWBD0177P0215480/3ϕPLANT WATER PUMP #277SWBD0177P0315480/3ϕPLANT WATER PUMP #377SWBD0177BP01A1-1/2480/3ϕPRESS MOTOR #1A77SWBD0177BP01B1-1/2480/3ϕPRESS MOTOR #1B77SWBD0177GB011-1/2480/3ϕGRAVITY BELT FEED #177SWBD0177F011/3480/3ϕFEED PADDLE #177SWBD0177H011/3480/3ϕHYDRAULIC UNIT #177SWBD0177BP02A1-1/2480/3ϕPRESS MOTOR #2A77SWBD0177BP02B1-1/2480/3ϕPRESS MOTOR #2B77SWBD0177GB021-1/2480/3ϕGRAVITY BELT FEED #277SWBD0177F021/3480/3ϕFEED PADDLE #277SWBD0177H021/3480/3ϕHYDRAULIC UNIT #277SWBD0177BP03A (FUTURE)1-1/2480/3ϕPRESS MOTOR #3A77SWBD0177BP03B (FUTURE)1-1/2480/3ϕPRESS MOTOR #3B77SWBD0177GB03 (FUTURE)1-1/2480/3ϕGRAVITY BELT FEED #377SWBD0177F03 (FUTURE)1/3480/3ϕFEED PADDLE #377SWBD0177H03 (FUTURE)1/3480/3ϕHYDRAULIC UNIT #377SWBD0170TM02(FUTURE)75CV0875CV0475CV09 (FUTURE)75CV10 (FUTURE)75CV11 (FUTURE)THICKENEDRESIDUAL PUMPSTATION7575CV0175CV0275CV0375CV0575CV0675CV0777BP03A (FUTURE)77BP03B (FUTURE)77GB03 (FUTURE)77F03 (FUTURE)77H03 (FUTURE)77SC04 (FUTURE)77BP02A77BP02B77GB0277F0277H0277BP01A77BP01B77GB0177F0177H0177C0277C0177G0177SC0277SC0377SC0177P0177P0277P03BB-PP-501EXISTING480VAC PANELBB-MCC-501EXISTING MOTORCONTROL CENTERDEWATERINGFACILITY77NEW XMER TX-3.FOR PADINSTALLATIONSEE DETAIL:SWITCH SW-2 TO BEINSTALLED AS PARTOF ADJACENT WORK.77SWBD01480VACSWITCHBOARDNEW FIBER OPTIC CABLEFROM 77PLC01 TO EXISTINGCONTROL PANEL INADMINISTRATION BUILDING.0500-0012675P0175P0275P0375P04 (FUTURE)RECOVERY BASIN69EQUALIZATION BASIN68(IN FEET)015'30'60'90'DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-05-E101-SP.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 SAHSAH05-E101024ELECTRICAL SITEPLAN105-E10190-E603205-E10190-E603305-E10190-E603405-E10190-E603505-E10190-E6031CONTRACTOR TO COORDINATE CONDUIT AND ROUTINGWITH ADJACENT WORK BEING DONE AT ADMINISTRATIONBUILDING. ROUTE FIBER AND POWER CONDUCTORS INSPARE CONDUITS PROVIDED WHERE AVAILABLE. FURNISHAND INSTALL NEW AS REQUIRED.KEYED NOTES:11Digitally Signed 05/20/2019 PLC-BBPLCLEVELMCC/CPLEVELHMILEVELFROM MH7TO MH8 EXISTING WASHWATEREQUALIZATION BASINMTO LAGOONMMTO GRAVITYTHICKENER08-I701EXISTINGWASHWATERPUMP #168EQP01NEWWASHWATERPUMP #368EQP0368EQP04 EXISTING VALVEVAULTM68EQP02EXISTINGWASHWATERPUMP #2NEWWASHWATERPUMP #468LE631168LIT6311AILAL6311LI6311EQ BASINLOWLEVELEQ BASINLEVELLAH6311EQ BASINHI LEVELFVNRFVNR68EQCP02*CASCAS01EKIETMPUMP #3MOISTUREPUMP #3HI TEMPPUMP #3RUNNING01DHSPUMP #3O/O/A02EKIETMPUMP #4MOISTUREPUMP #4HI TEMPPUMP #4RUNNING02DHSPUMP #4O/O/AII01DHSPUMP #2H/O/A01DHSPUMP #1H/O/AFVNRCASIFVNRCASITO68EQ02TO68LCP01BWW/SWWBWW/SWWBWW/SWWSS - TO PCWRP**** PCWRP - PECAN CREEK WATER RECLAMATION PLANT68EQCP0168LSLL01A68LSL01B68LSM01C68LSH01D68LSHH01E PUMP #3OFFPUMP #4OFF 02HYL02GMAL02CYL02FTAL01HYL01GMAL01CYL01FTAL68LSLL02A68LSL02B68LSM02C68LSH02D68LSHH02EHI LEVEL ALARMSTANDBY PUMP ONDUTY PUMP ONPUMP OFFLOW LEVELSHUTOFFEXISTING WASHWATEREQUALIZATION BASINLEVEL TRANSMITTEREXISTING WASHWATEREQUALIZATION BASINLEVEL TRANSDUCER TOBE RELOCATED. SEESHEET 68-E131. NEW VALVE VAULTMSUMP PUMP68SUP0103AYLHI LEVELALARM* VENDER SUPPLIED AS PART OF EQUIPMENT PACKAGESTOP(MAINT.)03HS03BYLLO LEVELALARMDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I701-PI.dwg Last Save: 5/20/2019 7:13 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 KECSAH08-I681025WASHWATEREQUALIZATION BASINP&IDDigitally Signed 05/20/2019 PLCLEVELMCC/CPLEVELHMILEVELFROM FLOC/SEDBASINS ANDFILTERS 69LE0169LIT01M69FCV021 EXISTING WASHWATERRECOVERY BASINTOMH9 PDMTO PLC-BB69FCV011PLC-BBFROM GRAVITYTHICKENER 08-I701FROMLAGOON MH10MMPDGFWPDVERTICALTURBINEPUMP #169VTP01VERTICALTURBINEPUMP #269VTP0269LSLL01AIPTRTO RAPID MIX PUMP #2H/O/A02BHSALARMRESET02AHS69VTCP01 DIDOPUMP #1H/O/APUMP #1RUNNINGALARMRESETPUMP#1 OFFDIDO01BHS01AHSLI69LIT01RB LEVELTO PLC-BBKEYED NOTES:1VALVE ACTUATORS PROVIDED WITH INTEGRAL H/O/A,OPEN, CLOSE MANUAL CONTROLS AND INDICATORS (TYP.).FVNRFVNRYI68EQCP01PUMP #1RUNNINGYC68LCP01 PUMP #1START/STOPYI68EQCP01PUMP #2RUNNINGYC68LCP01 PUMP #2START/STOPSTOP01CHSSTART01DHS02CHS02DHSSTOPSTARTPUMP #1OVERLOAD02AYL02BYL02CTALPUMP #2RUNNINGPUMP #2OFFPUMP #2OVERLOAD02DTALPUMP #2HIGH TEMP.01AYL01BYL01CTAL01DTALPUMP #1HIGH TEMP.BASIN LOWLEVEL03BLAL01KIETM02KIETMSTOP(MAINT.)03HS69LSHH02BASIN HIGHLEVEL03ALALDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I701-PI.dwg Last Save: 5/20/2019 7:13 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 LBOSAH08-I691026WASHWATERRECOVERY BASINP&IDDigitally Signed 05/20/2019 BWW/SWWTR70TCP02* (FUTURE)* PROVIDE AS PART OF EQUIPMENT PACKAGE77PLC01PLCLEVELMCC/CPLEVELHMILEVELTHICKENERMOTOR NO. 1DODIDIDIDIFVNRDI70WS01B*70WS01A*YI70LCP01*YC70LCP01*WAI70WS01A*TAI70LCP01*WAI70WS01B*YI70LCP01* DRIVE #1ENABLERUNNING MOTOROVERLOAD TORQUESHUTDOWN DRIVE #1AUTO IND.SPLITTER BOXTO THICKENEDRESIDUALS PUMPSTATION08-I751THICKENER #1TORQUEWARNINGBWW/SWWTRTHICKENERMOTOR NO. 270WS02B*70WS02A*THICKENER #2(FUTURE)FROM WASHWATEREQUALIZATIONBASIN08-I68170TCP01*DODIDIDIO/O/AFVNRHS01BTORQUEBEACON70TM01*70TM02*01BWAL01AYLRUNNINGTORQUECUTOUT01DWAL01CTALRESETHS01AMOTOROVERLOAD01FYAL01EYALPHASELOSSETMKQI01JAI70WS01A*PHASELOSSDIDIDIO/O/RHS02BALARMBEACON02BYAL02AYLRUNNINGTORQUEALARM02DYAL02CYALTORQUEWARN.RESETHS02AMOTOROVERLOAD02FYAL02EYALPHASELOSSETMKQI02TO WASHWATERRECOVERY BASIN08-I691TO THICKENEDRESIDUALS PUMPSTATION08-I751DIGFWHS01CHORNSILENCEMOTORHI TEMP.DITAI70WS01A*MOTOROVER TEMP.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I701-PI.dwg Last Save: 5/20/2019 7:13 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I701027GRAVITYTHICKENERS P&IDDigitally Signed 05/20/2019 MPLCLEVEL77PLC01 HMILEVEL*MANUFACTURER SUPPLIED AS PART OF EQUIPMENTPACKAGE75CV10VALVEOPENVALVECLOSEVALVEOPENEDVALVECLOSEDVALVEFAULT75CV0XYC75CV0XYC75CV0XYI75CV0XYI75CV0XYAI75CV01 - 75CV08 (TYP. OF 8)VALVEAUTO75CV0XYIDIDODIDIDIDO75CV01 - 75CV08(TYP. OF 8)TO77PLC0175CV01-75CV08MM75P03RESIDUALSPUMP #3M75P04RESIDUALSPUMP #4(FUTURE)PUMPRUNNINGVFDFAULT0XFHSALARMRESET75PCP0XVTO75PCP04TO75P01-75P0375P0XYIPUMP #XRUNNINGPUMP #XENABLE75P0XYCPUMP #XFAULT75P0XYAIPUMP. #XAUTO75P0XYI75P0XSC SPEEDREF.PUMP #XSPEED IND.75P0XSI75P01 - 75P03 (TYP. OF 3)DIDIAIAODO75P01 - 75P03 (TYP. OF 3)DITS03*751PS03B*751TS04751PS04B751PS04A751PS03A*751PUMP HIPRESS.PUMP LOPRESS.PUMP HITEMP.DIPI03A751PI04A751PI04B751PI03B75108-I771TO BELTPRESS #3TO75PCP0308-I701FROMTHICKENER #2(FUTURE)75CV09M75P02RESIDUALSPUMP #2TS02*751PS02B*751PS02A*751PI02A751PI02B751TO75PCP02M75P01RESIDUALSPUMP #1TS01*751PS01B*751PS01A*751PI01A751PI01B751TO75PCP01M75CV04TO77PLC0108-I771TO BELTPRESS #1M75CV0308-I771TO BELTPRESS #2M75CV05M75CV07M75CV06DIDODIDIDIDIDO75CV09 - 75CV11(TYP. OF 3)75CV09 - 75CV11(FUTURE)MMM75CV02M75CV0175CV1175CV08OITKEYED NOTES:1VALVE ACTUATORS PROVIDED WITH INTEGRAL H/O/A,OPEN, CLOSE MANUAL CONTROLS AND INDICATORS (TYP.).TO77PLC011TO77PLC011TO77PLC011TO77PLC01TO77PLC011TO77PLC011TO77PLC01TO77PLC01PUMPSTOPPEDSTOP(MAIN.)0XKIETM08-I701FROMTHICKENER #1110XDYL0XEPAL0XFTAL0XFYL0XHPAL0XGYALTE03*751TE02*751TE01*751MOTOROVERTEMP0XGTLPUMP / BELT FEEDPRESS PAIRING2SEE PROCESS CONTROL DESCRIPTIONS FOR SCADAPROGRAMMING REQUIREMENTS TO PAIR RESIDUAL PUMPWITH BELT PRESS.20XSCMAN.SPEED0XBHSPUMPSTOP0XDHSPUMPSTARTPUMPH/O/A0XAHSSTOP(MAIN.)0XCHSPUMPRUNNINGPUMPSTOPPED0XBYL0XCTLCOMMONFAULT0XAYAL75LCP0X0XSI SPEEDIND.0XEHSSTOP/START PBRUNNINGSTOPPEDCOMMON FAULTDODODOD1AIAOMANUAL SPEEDSPEED IND.AUTO SSD1HAND SSD1MCC/CPLEVELPUMPRUNNINGVFDFAULT04FHSALARMRESET75PCP04VTO75P04(FUTURE)DIDIAIAODO75P04 (FUTURE)DIPUMP HIPRESS.PUMP LOPRESS.PUMP HITEMP.DIOITPUMPSTOPPEDSTOP(MAIN.)04KIETM04DYL04EPAL04FTAL04FYL04HPAL04GYALMOTOROVERTEMP04GTL04SCMAN.SPEED04BHSPUMPSTOP04DHSPUMPSTARTPUMPH/O/A04AHSSTOP(MAIN.)04CHSPUMPRUNNINGPUMPSTOPPED04BYL04CTLCOMMONFAULT04AYAL75LCP0404SI SPEEDIND.04EHSSTOP/START PBRUNNINGSTOPPEDCOMMON FAULTDODODOD1AIAOMANUAL SPEEDSPEED IND.AUTO SSD1HAND SSD1TO77PLC01TRTRTR-TO MH-BPDDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I751_I771-PI.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I751028THICKENEDRESIDUALS PUMPSTATION P&IDDigitally Signed 05/20/2019 MMPLCLEVELMCC/CPLEVEL77BPPLC2* 77PLC01 HMILEVEL77F01*BELT PRESS 1 PACKAGEINFORMATION FORPLANT WIDE HMIMFIT01771FE01771SOLIDSFLOW RATE 1771FIT01FIBELT PRESS 2 CONTROL PANEL 77BPCP02* 77BPPLC1*BELT PRESS 1 CONTROL PANEL 77BPCP01*GENERAL NOTES:08-I751FROM THICKENEDRESIDUALSPUMPSMM77BP02MFIT02771FE02771BELT PRESS 2 PACKAGEINFORMATION FORPLANT WIDE HMI1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL BELTPRESS WATER CONNECTIONS AND VALVES FOR FLUSHINGAND OR MAINTENANCE AS REQUIRED FOR PROPEROPERATION. COORDINATE WATER SUPPLY PIPE SIZEREQUIREMENTS WITH BELT PRESS MANUFACTURER AND MAKEALL REQUIRED CONNECTIONS.OIT(DEWATERING FACILITY)AIAISOLIDSFLOW RATE 2771FIT02FI08-I774(08-I775)77BPCP01YCBELT PRESS 1START77BPCP01YCBELT PRESS 1STOP77PBCP02YCBELT PRESS 2START77BPCP02YCBELT PRESS 2STOPSTART FEEDDISTART FEEDDOSS77CV01BOITTOCONVEYOR #1TOCONVEYOR #108-I774MM77BP03*MFIT03771FE0377108-I-772FROM PLANTWATERSTOCONVEYOR #4(FUTURE)08-I77477CV03BBP03(FUTURE)HYDRAULICPOWERUNITHYDRAULICPOWERUNIT77F02*HYDRAULICPOWER UNIT(FUTURE)BPPLC3*BELT PRESS 3 CONTROL PANEL 77BPCP03* (FUTURE)OIT08-I751FROM THICKENEDRESIDUALSPUMPS08-I751FROM THICKENEDRESIDUALSPUMPS77CV02BAIDICONV. RUN (FUTURE)START FEED (FUTURE)TO771FIT02TO771FIT03(FUTURE)TO77PLC01TO77PLC0177BPF03*PDNPWTO UPSTREAM OFMH6TRTRTR08-I773FROM POLYMERFEED08-I773FROM POLYMERFEED08-I773FROM POLYMERFEED (FUTURE)POLYMER RING (TYP.)M77BP02B*77BP01MMM77BP02A*77GB02*77H0277H0177BP01B*77BP01A*77GB01*77BPCP01YIBELT PRESS 1RUNNING77BPCP02YIBELT PRESS 2RUNNINGDODIDOCONV. RUNREADY IND.DIDODIDODISTART FEEDDOREADY IND.DODISTART FEEDDIREADY IND.DIDODOREADY IND. (FUTURE)CONV. RUNCONV. RUNREADY IND.CONV. RUNDISTARTDISTOPDOSTARTDOSTOPSTOPDISTARTDIDODOSTOPDISTARTDISTART (FUTURE)STOP (FUTURE)DODOPOLYMERLOOPPOLYMERLOOPPOLYMERLOOPDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I751_I771-PI.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I771029BELT PRESSDEWATERING UNITSAND SLUDGETRANSPORT P&IDDigitally Signed 05/20/2019 MCC/CPLEVELHMILEVELPLCLEVEL77PWCP01*YI77PWCP01PLNT. WTR.RUNNINGYAI77PWCP01PLNT. WTR.FAULT* MANUFACTURER SUPPLIED ASPART OF EQUIPMENT PACKAGE FROMPLANT WATERM772PI03A*M772PI03B*772PT01B*77P02*PLANT WATERPUMP #277P02*PLANT WATERPUMP #1SYSTEMFAULTOFF/ON01AHSPAI772PIT01PLNT. WTR.HIGHPRESSUREPLANT WATER BOOSTERPUMP STATION SKID*772PI03HYDRO-PNEUMATICTANK772PIT01PI772PIT01SYSTEMWATERPRESSUREPAI772PIT01LOWPRESSUREALARMM772PI03C*77P03*PLANT WATERPUMP #3VVV772PT01A*PWPLCGDT OITGDTGDTAIVFD03* VFD02* VFD01*MAN/AUTO01DHSMAN/AUTO01CHSMAN/AUTO01BHSAIAI77TNK01*PAI77PWCP01SUPPLYPRESS LOWYI77PWCP01PLNT. WTR.HI PRESS.YAI77PWCP01PLNT. WTR.LO PRESS77PLC01 (DEWATERING FACILITY)08-I773TO POLYMERSTORAGE AND FEEDRPZ TOHOSE BIBSHOT WATER HEATER IN 70-100PSIOUT 40PSI01YAL FROMPLANT WATERRPZ 08-I773TOEYEWASH/SHOWERMIXERVALVE772PI01772PI0208-I771TOBELT PRESSESDIDIFAULTRUNNINGDISUPPLYPRESS LOWDIPLANT WATERPRESS LOWDIPLANT WATERPRESS HIW1W1W1W1W2W2W2DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I772-PI.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I772030PLANT WATERBOOSTER PUMPSTATION P&IDDigitally Signed 05/20/2019 POLYMER METERINGSYSTEM #1POLYMERSTORAGETOTE #2MMIX CHAMBERFIFIPIMANUFACTURER SUPPLIED SKID*POW2SNEAT POLYMERPUMPPOL77PLY01PLCLEVELMCC/CPLEVELPOLYMER METERINGSYSTEM #2MMIX CHAMBERFIFIPIMANUFACTURER SUPPLIED SKID*POW2SPOL77PLY02*POLYMERCONTROLLER*HMILEVELPS01773PS02773POLYMERSTORAGETOTE #1W208-I771POLYMER FEEDBELT PRESS #108-I771POLYMER FEEDBELT PRESS #2POLPOLAOAODIDIDODIDIDO08-I772NEAT POLYMERPUMP*MANUFACTURER SUPPLIED AS PART OF EQUIPMENTPACKAGE(DEWATERINGFACILITY)WE01773WIT01773WE02773WIT02773AIAI77PLC01 TOTE #1LEVEL773WIT01LITOTE #2LEVEL773WIT02LI77PLY01YAIPOLY #1RUNNING77PLY01YI77PLY01FCPOLY #1START77PLY01YCPOLY #1FLOW PACEPOLY #1GENERALALARM77PLY02YAIPOLY #2RUNNING77PLY02YI77PLY02FCPOLY #2START77PLY02YCPOLY #2FLOW PACEPOLY #2GENERALALARMPOLYMERCONTROLLER*DIDIPRESSURESWITCH773PS01PAIPRESSURESWITCH773PS02PAIPOLYMER METERINGSYSTEM #3(FUTURE)MMIX CHAMBERFIFIPIMANUFACTURER SUPPLIED SKID*POSWSPOL77PLY03*PS03773NEAT POLYMERPUMPPOLYMERCONTROLLER*08-I771POLYMER FEEDBELT PRESS #3(FUTURE)POLAODIDIDODIFROM PLANTWATERFS01773EYEWASHAND SHOWERPD08-I772PLANT WATERDIEYEWASH/SHOWERACTIVATED773FS01FAIKEYED NOTES:1OPERATOR SELECTION TO DETERMINE POLYMER/BELT FEEDPRESS PAIRING. SEE PROCESS CONTROL DESCRIPTIONS.-YCPOLYMER/BELTPRESS PAIRING1DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I773-PI.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I773031POLYMER STORAGEAND FEED FACILITYP&IDDigitally Signed 05/20/2019 MCONV. #2RUNNINGCONV. #2FAULT02AHSFVCONV. #3RUNNINGCONV. #3FAULTFVR77PLC0177SC01*77SC02*SS01*774SS02*77408-I771FROM BELTPRESS #108-I771FROM BELTPRESS #2SCREWCONVEYOR #1PLCLEVELMCC/CPLEVELHMILEVEL(08-I771)CONV. #1RUNNINGCONV. #1FAULT01AHSFVKEYED NOTES:1CONTROLS FOR FUTURE CONVEYOR #4 SHALL BE PROVIDED WITHSUPPLIED CONVEYOR CONTROL PANEL.1*MANUFACTURER SUPPLIED AS PART OF EQUIPMENTPACKAGEESTOP05AHSHS01*774ESTOP PULLROPEHS02*774ESTOP PULLROPEICONV. #2F/O/RIE-STOP77SCCP01YAI77SCCP01* SCREWCONVEYOR #3M77SC03*SS03*77477G01*ZS01A*774ZS01B*774HS03*774ESTOP PULLROPEMM77SC04*SS04*77408-I771FROM BELTPRESS #3(FUTURE)HS04*774ESTOP PULLROPEMSCREWCONVEYOR #4(FUTURE)FVICONV. #4RUNNINGCONV. #4FAULT04AHSCONV. #4F/O/RMCONVEYOR SYSTEM #1*ZS02B*774ROLL OFFDUMPSTER77DCP0X* DUMP. CONVEYOR CONTROL PANEL 77DCPLC0X*VCONV.L/O/A0XDHSRUNFWD.0XCHSRUNREV.0XBHSRESET0XAHSREV.FWD.ALARMTOCONVEYOR #XTO77DCP01MCONVEYOR SYSTEM #2*ZS03B*774ZS03C*774ZS03D*77477C01*77C02*TO77DCP02GENERALALARM77DCP01YAIESTOP77DCP01YAIDUMP.CONV. 1RUNNING77DCP01YIVFD FAULT77DCP01YAIGENERALALARM77DCP02YAIESTOP77DCP02YAIDUMP.CONV. 2RUNNING77DCP02YIVFD FAULT77DCP02YAI2MANUFACTURER SUPPLIED DUMPSTER CONVEYOR CONTROLPANEL TYPICAL OF 2.2ZS02A*774ZS03A*7743"CONVEYOR READY" IS SOFTWARE LOGIC MEANING ALL THECONVEYOR H/O/A SELECTOR SWITCHES ARE IN "AUTO" AND NONE OFTHE CONVEYORS SHOW A FAULT OR E-STOP.OPERATOR SELECTION TO DEFINE PREFERRED DUMPSTER TO FILLFIRST. SEE PROCESS CONTROL DESCRIPTION.GATE 1OPEN/CLOSE77SCCP01ZCI0XBYL0XAYL0XCYAL01AYL01BYAL04AYL04BYAL02AYL02BYAL03AYL03BYALRUNNINGGEN. ALARMVFD FAULTE-STOPRRRZS03E*774ZS02C*774ZS02D*774ZS02E*774POSITIONAND LEVELINDICATORSZE02F*774ZE03F*774GATEOPENGATEFAULT06CHSGATECLOSEDGATEH/O/A77SCCP02*(AT DUMPSTERS)ESTOP06AHSCONV. 3F/O/R06BHSCONV. 3FAULTCONV. #3RUNNING06BYAL06DYL06EYAL06GZL06FZLGATE OPENGATE CLOSEDOPEN GATECLOSE GATEDODODIDIGATE FAULTDOE-STOPDI06DHSCONV.H/O/A03AHSRESET03CYLCONV. 3AUTOCONV. 3AUTO06CYLCONV. IN AUTODOHS IN AUTODICONV. FAULTDOHS FWARD.DIHS REV.DICONV. 3 RUN.DOCONV. 1RUNCOMMAND77SCCP01YCCONV.READY77SCCP01YIDODODODUMP. FULLDUMP. AVAILABLEDUMP. 1FULL77DCP01YAIDUMP. 1AVAILABLE77DCP01YIDUMP. 2FULL77DCP02YAIDUMP. 2AVAILABLE77DCP02YIDIDIDIDIDIDI SCREWCONVEYOR #2ZERO SPEED SWITCH (TYP.)ZERO SPEED CONVERTERPANEL (TYP.)77ZSCP03*77ZSCP01*77ZSCP02*77ZSCP04*(DEWATERINGFACILITY)GATEOPENGATECLOSED05AZL05BZL04BHSCONV. #4H/O/A02BHSCONV. #2H/O/A01BHSCONV. #1H/O/A06DHSGATEOPEN PB06EHSGATECLOSE PBCONV. 1FAULT77SCCP01YAICONV. 1RUNNING77SCCP01YICONV. 1AUTO IND.77SCCP01YICONV. 2FAULT77SCCP01YAICONV. 2RUNNING77SCCP01YICONV. 2AUTO IND.77SCCP01YICONV. 3FAULT77SCCP01YAICONV. 3RUNNING77SCCP01YICONV. 3AUTO IND.77SCCP01YICONV. 4FAULT(FUTURE)77SCCP01YAICONV. 4RUNNING(FUTURE)77SCCP01YICONV. 4AUTO IND.(FUTURE)77SCCP01YICONV. 2RUNCOMMAND77SCCP01YCCONV. 3RUNCOMMAND77SCCP01YCCONV. 4RUNCOMMAND77SCCP01YCDODODODIDIDIDIDIDIDIDIDIDIDIDIDIDIDI3CONV. INAUTO06AYL06HYALCONV.FAULTCONV. 3 FAULTDO04CHSRESET02CHSRESET01CHSRESETPREFERREDDUMPSTER SS77DCP02YC44GATE 1OPEN77SCCP01ZIGATE 1CLOSED77SCCP01ZIDIGATE 1AUTO IND.77SCCP01YIDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-08-I774-PI.dwg Last Save: 5/20/2019 7:07 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 KOBSAH08-I774032CONVEYOR P&IDDigitally Signed 05/20/2019 MOW STRIP SEE DETAIL D32 0000-007 68-S401 68-S401 4 68-S401 68-S401 3 15' - 11"3' - 7"3/8"3' - 6 3/16"3/8"3' - 6 3/16"3/8"3' - 7"4' - 1 9/16" 3/8" 4' - 7 9/16" 1 3/4" AL GRATING (TYP OF 8) 10' - 2"11' - 10"3' - 6" 25' - 6"14' - 3 1/2"8' - 9 1/2" SPAN SPAN T/WALL EQ EL. 628.00 1 3/4" AL GRATING (TYP OF 8)4' - 0"10"1' - 0"METAL PIPE SUPPORT (TYP OF 2) 12" GRANULAR FILL EL. 624.00 T/SLAB 1' - 0"8"14' - 0"8"1' - 0"EMBEDDED ANGLE SEE DETAIL D05 5300-901 #5 @ 12" #5 @ 12" FDN DOWELS 54" 10" 28" 10" 10" #5 @ 12" #5 @12" OC EW TOP AND BOTTOM 16" 6" 6"17' - 4"6" #5 @12" OC EW TOP AND BOTTOM GRATING SUPPORT SEE DETAIL D05 5300-902 #5 @ 12" FDN DOWELS #5 @ 12" #5 @ 12" FDN DOWELS54" 10" AL BEAM I12X14.3 1 3/4" AL GRATING 17' - 4"± 1' - 4" BEAM TO WALL CONNECTION (TYP) SEE DETAIL D05 5000-907 CLR2"CLR3"T/WALL EQ EL. 628.00 28" 10" 10" #5 @ 12" #5 @ 12" FDN DOWELS 12" GRANULAR FILL 16" 6" #5 @ 12" FDN DOWELS 1 3/4" AL GRATING 54" 12" 8"8' - 6"8"4' - 0"10"1' - 2"T/SLAB6' - 0"1' - 0"9' - 10"1' - 0" 6" 1' - 1 3/4" 3' - 4"7' - 4 1/4"6"CLR2"CLR3"#5 @ 12" FDN DOWELS77" 12" GRATING SUPPORT SEE DETAIL D05 5300-902 11' - 10" AL BEAM I12X14.3 EL. 622.00 EMBEDDED ANGLE SEE DETAIL D05 5300-901 68-S401 68-S402 1 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:19:13 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS JAS STRUCTURAL DETAILS I 68-S401 033 SCALE: PROJECT NORTH 3/8" = 1'-0"68-S401 1 WASHWATER EQUALIZATION SHALLOW VALVE VAULT STRUCTURAL DETAIL PLAN SCALE:1/2" = 1'-0"68-S401 68-S401 4 SECTION SCALE:1/2" = 1'-0"68-S401 68-S401 3 SECTION SCALE: PROJECT NORTH 1/2" = 1'-0"68-S401 2 WASHWATER EQUALIZATION PUMP STRUCTURAL DETAIL PLAN REVDATEDESCRIPTIONBY T/WALL EQ EL. 628.00 CL2"1' - 8" EXISTING WALL FIELD VERIFY2' - 6"T/WALL 2X 5/8" STAINLESS STEEL CONCRETE ADHESIVE ANCHORS 4" X 3" X 3/16" THK. STAINLESS STEEL L-ANGLE BRACKET 3" X 3" X 3/16" THK. STAINLESS STEEL L-ANGLE BRACKET 1' - 6"CLCL1' - 3 1/8"DETAIL NOTES: 1. INSTALL BRACES AT 10' -0" O.C. MIN OF 2 SETS OF BRACES 2. ALL PIECES FULL WELD TOGETHER 4" EMBEDMENT REQUIRED STAINLESS STEEL PIPE STRAP SET EL. 628.00 T/FND EQ EL. 613.54 T/WALL EQ EL. 628.00 14' - 5 1/2"CLCL 3' - 0" 3 68-S402 68-S402 PUMP SUPPORT (TYP OF 2) SEE DETAIL 2 68-S402 68-S402 PUMP GUIDE BRACE SEE DETAIL 1' - 10 5/8" 1' - 3 3/4" PUMP BASE PLATE (DESIGNED BY MANUFACTURER) SEE NOTE 2 (TYP) 1/2" X 1'-10 5/8" X 1'-9" LONG LP HEAVY HEX NUT (TYP) WASHER (TYP) 3/4" DIAMETER A325 ANCHOR BOLT (TYP) GROUT 1/4 1/4 3/8" X 9 1/4" X 1'-9" LONG (TYP) LP 3/8" X 7" X 1'-9" LONG (TYP) LP WASHER (TYP) HEAVY HEX NUT (TYP)EMBED.6" MIN± 3"10"T/CONC EL. VARIES 3/4" DIAMETER HILTI EPOXY GROUTED ANCHORS (TYP) 3/8" X 7" X 1'-9" LONG (TYP) LP LP 7/8" DIAMETER ANCHOR BOLT HOLE (TYP) 3/8" BASE PLATE DETAIL 1/2" BASE PLATE DETAILPUMP SUPPORT SECTION 1/2" X 1'-10 5/8" X 1'-9" LONG 1 1/2" 1' - 7 5/8" 1 1/2" 11 5/16"10 1/2"1 1/2"1' - 6"1 1/2"7/8" DIAMETER ANCHOR BOLT HOLE (TYP) 6" DIAMETER HOLE TO POUR GROUT NOTES: 1. ALL PLATES, BOLTS, HEAVY HEX NUTS, WASHERS, AND THREADED ANCHOR RODS TO BE FABRICATED FROM STAINLESS STEEL. 2. BRUSH WELDS WITH A STAINLESS STEEL WIRE BRUSH TO REMOVE ALL HEAT-EFFECTED DISCOLORATION 1 1/2" 1' - 6" 1 1/2"1 1/2"4"1 1/2"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:19:24 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS JAS STRUCTURAL DETAILS II 68-S402 034 SCALE:1 1/2" = 1'-0"68-S402 2 PUMP PIPE GUIDE BRACE DETAIL SCALE:1/2" = 1'-0"68-S401 68-S402 1 SECTION SCALE:1 : 568-S402 3 PUMP SUPPORT DETAIL 68-S402 68-S402 REVDATEDESCRIPTIONBY 68-M131 68-M301 4 68-M131 68-M301 4 68-M131 68-M301 2 68-M131 68-M301 1 CLCL16' - 0"3' - 0"16' - 0"68P02 68P01 68P03 68P04 2' - 6"6"2' - 6"SUBMERSIBLE PUMP (TYP OF 2) EXISTING WASH WATER PUMPS (TYP OF 2) EL. 615.54 T/PAD AIR/VACUUM RELIEF VALVE (TYP OF 2) 8" BWW/SWW 8" BWW/SWW 8" BWW/SWW 20' - 6"CL68-M131 2 68-M131 TO LAGOON 16" BWW/SWW TO GRAVITY THICKENERS14"BWW/SWW± 1' - 7" SQ 1' - 6" MOW STRIP SEE DETAIL D32 0000-007 68-M131 68-M301 3 14" BWW/SWW PUMP SUPPORT SEE DETAIL 3 68-S402 ± 3' - 0 5/8"21' - 8 1/2" 2' X 2' SUMP WELL WITH GRATING 9' - 9"8' - 6"3' - 6"14' - 0"± 3' - 0"CHECK VALVE (TYP OF 2) PLUG VALVE (TYP OF 2) DUCTILE IRON PIPE - BURIED EXTERIOR WALL PENETRATION (TYP OF 4) SEE DETAIL PIPE PENETRATION AT EXISTING WALL, (TYP OF 2) SEE DETAIL D40 2339-003 D40 2339-001 CL 14" BWW/SWW 14" BWW/SWW 14" V406 68SUP01 CL 1 1/2" PD 14" V608 CLCL3' - 3"5' - 10"4' - 11"2' - 3 1/2"3' - 0 7/8"3' - 1 5/8" FLANGED COUPLING ADAPTER (TYP OF 2)Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:36:38 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KEC JAS PROCESS MECHANICAL PLAN 68-M131 035 SCALE: PROJECT NORTH 1/4" = 1'-0"68-M131 1 WASHWATER EQUALIZATION BASIN PROCESS MECHANICAL PLAN SCALE:3/8" = 1'-0"68-M131 68-M131 2 WASHWATER EQUALIZATION VALVE VAULT ENLARGED PROCESS MECHANICAL PLAN REVDATEDESCRIPTIONBYNOTES: 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS. INFORMATION PRESENTED BASED ON AVAILABLE RECORDS. T/WALL EQ EL. 628.00 EL. 624.00EL. 623.36 EL. 625.86 CLCL ± 10' - 9 5/8"2' - 0"2' - 3"3' - 1 3/8"3' - 1 5/8"4' - 0"14" BWW/SWW T/SLAB T/SLAB DUCTILE IRON PIPE - BURIED EXTERIOR WALL PENETRATION (TYP OF 4) SEE DETAIL PLUG VALVE (TYP OF 2) METAL PIPE SUPPORT (TYP OF 2) CHECK VALVE (TYP OF 2)D40 2339-001 14" V608 FLANGED COUPLING ADAPTER MOW STRIP SEE DETAIL D32 0000-007 6"EL. 622.00 14" V406 EL. 622.00 T/FND EQ EL. 613.54 T/WALL EQ EL. 628.00 1' - 6"4' - 0"EL. 625.86 EL. 623.36 14" BWW/SWW 14" BWW/SWW PIPE PENETRATION AT EXISTING WALL (TYP OF 2) SEE DETAIL D40 2339-003 CLCLCL4' - 0"2' - 6"3' - 0"2' - 6" 2" V802A 2" V300 2" V300 AIR/VACUUM RELIEF VALVE (TYP OF 2) SUBMERSIBLE PUMP SUBMERSIBLE PUMP 68P03 68P04 CL CL 2' X 2' SUMP WELL WITH GRATING 11' - 10"3' - 4"± 2' - 6"14' - 5 1/2"14' - 0" MOW STRIP SEE DETAIL D32 0000-007 ± 9' - 6" CLCL3' - 3"5' - 10"4' - 11" EL. 625.86 T/FND EQ EL. 613.54 T/WALL EQ EL. 628.00 14' - 5 1/2"EL. 622.00 EL. 614.72 627.55GRADE EL. ± 4' - 6 5/8" EL. 625.86 CL 2 68-M301 68-S402 PUMP GUIDE BRACE SEE DETAIL SUBMERSIBLE PUMP (TYP OF 2) 68P04 9" 68SUP01 1 1/2" V300 BALL CHECK VALVE SCHEDULE 40 PVC DISCHARGE PIPE, SIZED FOR PUMP OUTLET, 1 1/2" MINIMUM MIN2' - 4"SUMP PUMP T/SLAB EL. 628.00 T/WALL EL. 622.00 EL. 625.59 EL. 628.16 CL 4' - 0"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:37:06 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KEC JAS PROCESS MECHANICAL SECTIONS 68-M301 036 SCALE:3/8" = 1'-0"68-M131 68-M301 2 SECTION SCALE:3/8" = 1'-0"68-M131 68-M301 4 SECTION SCALE:3/8" = 1'-0"68-M131 68-M301 1 SECTION SCALE:3/4" = 1'-0"68-M131 68-M301 3 SECTION REVDATEDESCRIPTIONBYNOTES: 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS. INFORMATION PRESENTED BASED ON AVAILABLE RECORDS. 1.UNLESS OTHERWISE NOTED ALL CONDUIT TO BE ROUTED EXPOSED. ALL EXPOSED CONDUIT AND PORTIONS OF THE CONDUITSYSTEM FOR THIS STRUCTURE SHALL BE SURFACE MOUNTED AND THE CONDUIT SYSTEM SHALL BE RIGID ALUMINUM. ALL BOXES,SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM SHALL BE ALUMINUM. ALL BELOW GRADECONDUIT SHALL BE SCHEDULE 40 PVC WITH GALVANIZED ELBOWS IN CONCRETE DUCT BANK.2.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS, DISCONNECTS, CONTROL RELAYS,CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY FOR COMPLETE AND FUNCTIONAL WATER RECOVERY BASIN ANDRECYCLE PUMP SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FORITEMS AS MAY BE REQUIRED.3.NUMEROUS UNDERGROUND UTILITIES EXIST THROUGHOUT THE PROJECT SITE. MARK OR CAUSE TO BE MARKED ALL UTILITIESPRIOR TO WORK.4.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER. NOT ALLCONNECTIONS SHOWN.5.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.GENERAL NOTES:68EQP03NEW WASHWATERPUMP #368EQP01EXISTINGWASHWATER PUMP #1MOUNT NEW PUMP CONTROLPANEL TO UNISTRUT EQUIPMENTSTAND. SEE DETAIL:0529-0142668EQP02EXISTINGWASHWATER PUMP #268EQP04NEW WASHWATERPUMP #4MANUFACTURER SUPPLIED PUMP CORDS.FOR TYPICAL INSTALLATION SEE DETAIL:0533-0192668EQCP02*NEW PUMPCONTROL PANELEXISTING LEVELTRANSMITTEREXISTING FLOATSREUSE EXISTING 2" CONDUIT FROM BB-MCC-501 IN BLOWER BUILDING FOR NEW 480VAC POWER CONDUCTORS FOR EXISTING PUMP CONTROLPANEL AND NEW PUMP CONTROL PANEL SEE ONELINE ON SHEET 90-E503 FOR CONDUIT AND CONDUCTORS.PULL NEW POWER CONDUCTORS TO EXISTING PUMP CONTROL PANEL AND MAKE ALL REQUIRED CONNECTIONS. SEE SHEET 90-E503.(4-#14, #14GND, 2-#14 SPARE) 3/4" C, FROM NEW PUMP CONTROL PANEL TO EXISTING PUMP CONTROL FOR FLOAT SWITCH SIGNALS.DUCTBANK LAYOUT BASED ON SUPPLIED RECORD DRAWINGS AND MARKUPS. CONTRACTOR TO VERIFY AVAILABLE CONDUITS PRIOR TOCONSTRUCTION. FURNISH AND INSTALL NEW CONDUITS AS REQUIRED. MULTI-CONDUCTOR CABLES MAY BE USED FOR SIGNAL AND CONTROLWIRING. EXISTING CONDUCTORS MAY BE USED, PULL NEW WHERE REQUIRED.RELOCATE EXISTING ULTRASONIC TRANSDUCER. MAKE ALL REQUIRED CONNECTIONS TO TRANSMITTER AND RE-CALIBRATE.PULL NEW POWER CONDUCTORS FROM DISTRIBUTION PANEL BB-PP-501 IN BLOWER BUILDING TO NEW VERTICAL TURBINE PUMP CONTROL PANELAT WASHWATER RECOVERY BASIN AND EXISTING VALVE ACTUATORS. MAKE ALL REQUIRED CONNECTIONS.(2-#10, #10 GND) 3/4"C, 120VAC POWER FROM EXISTING SPARE CIRCUITS IN LIGHT PANEL BB-LP-501 IN BLOWER BUILDING. FURNISH AND INSTALLNEW 20A/1P CIRCUIT BREAKER IN EXISTING PANEL. MAKE ALL REQUIRED CONNECTIONS. PROVIDE NEW CONDUIT AS REQUIRED FROM LIGHT PANELIN BLOWER BUILDING TO BLOWER BUILDING DUCT BANK.FURNISH AND INSTALL NEW FLOATS FOR PUMP NEW PUMP CONTROL PANEL. FOR TYPICAL INSTALLATION SEE DETAIL:KEY NOTES:12JIJCJPEXISTING POWER, CONTROL,AND SIGNAL JUNCTION BOXESTO BLOWERBUILDING68EQCP01EXISTING PUMPCONTROL PANEL2FURNISH AND INSTALL NEW SSPULLBOX341RELOCATED ULTRASONICTRANSDUCEREXISTING ULTRASONIC TRANSDUCERTO BE RELOCATED5562EXISTING VALVE VAULTSCALE:PROJECTNORTH14" = 1'-0"168-E131WATER EQUALIZATION BASIN ELECTRICAL POWER PLANEXISTING EQUALIZATION BASIN777PROVIDE 120VAC SWITCH INWEATHERPROOF ENCLOSURE ANDCOVER ON UNISTRUT STAND FORSUMP PUMP 120VAC POWER.NEW FLOATS80900-00326VALVE ACTUATORVALVE ACTUATORNEW VALVE VAULT868SUP01SUMP PUMPIN VALVE VAULTPUMP MANUFACTURERSUPPLIED PUMP CABLE IN 3/4"CONDUIT. ADJUST CONDUIT SIZEFOR SUPPLIED PUMP CORD.2"2"C632A2"2"A63112"BBLP501-15BBLP501-132"BBMCC501-17BBMCC501-222"BBPP501-32BBPP501-332"16SCALE:NONE168-E13168-E131EXISTING DUCTBANK4SPARESPARE7DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-68-E131-PP.dwg Last Save: 5/17/2019 12:54 PM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH68-E131037WASHWATEREQUALIZATION BASINELECTRICAL POWERPLAN168-E13168-E131Digitally Signed 05/20/2019 M480VM2120VGND BARTD1TD1-1POWER ONDELAY RELAYNOTCSCALE:NONE168-E701EQUALIZATION BASIN PUMP CONTROL SCHEMATICNEMA 4X SSFLOAT SWITCHLOW LEVELCR1CR2FLOAT SWITCHDUTY PUMP68LSLL02ACR3FLOAT SWITCHSTANDBY PUMPCR4PUMP LOW LEVELPUMP OFFFLOAT SWITCHPUMP OFFEQUALIZATIONBASINCR6CR7ALTERNATING RELAY(S.O.S.O.) DPDTCALL PUMP #1CALL PUMP #2MM1EG480 V,3-PH,60HZOL1-1M1PUMP #1 RUNCR6-1CR1-168BP0368BP04OL2-1M2PUMP #2 RUNCR7-1CR1-2RPTTCONT. ABOVEONOFFAUTOXOOOOXONOFFAUTOXOOOOXGPTTCONT. BELOWRESETRESETOL-1OL-2BASIN HIGH LEVEL BEACON(ALLEN BRADLEY 855BS-N45SL4 OR EQUAL)BB-MCC-501168EQCP02*BASIN HIGH LEVELCR5BASIN HIGHLEVEL RELAY68LSL02B68LSM02C68LSH02D68LSHH02EAAPTTAPTTDUTY PUMP ONSTANDBY PUMP ONAPTTAPTTCR3-1CR4-1CR2-1M2-1M1-1M1-2M2-2GPTTRPTTPUMP #1 RUNNINGINDICATORPUMP #2 RUNNINGINDICATORPUMP #2 STOPPEDINDICATORPUMP #1 STOPPEDINDICATORPANEL HEATERPANELT-STATAPTTAPTTRESET210613 457118 9TOPUMP #1CR8-1CR10-1CR8CR9 CR9-1 CR10-3 CR10PUMP 1 SEAL FAILALARM INDICATORPUMP 1 OVERTEMPALARM RELAYPUMP 1 SEAL FAILFAULT RELAY2PUMP 1 OVERTEMPALARM INDICATORPUMP1 SEALALARM RELAYCONT. FOR PUMP #2 (68BP04)OVER-TEMPERATURE AND SEAL FAILSCHEMATICSCHEMATIC SHOWN FOR PUMP #1(68BP03) OVER-TEMPERATURE ANDSEAL FAIL. DUPLICATE SCHEMATICFOR (1) ADDITIONAL PUMP (68BP04).PUMP #1PUMP #2CR8-2M10-2CR11-2M13-21KEYED NOTES:FURNISH AND INSTALL NEW 100A/3P CIRCUIT BREAKER IN SPARE SPACE #17 IN MOTOR CONTROLCENTER BB-MCC-501 LOCATED IN BLOWER BUILDING.2FLYGT MINICAS II SHOWN. ADJUST SCHEMATIC AS REQUIRED IF ALTERNATIVE EQUIPMENT PROVIDED.3USE INTRINSICALLY SAFE RELAYS FOR FLOAT SWITCHES.SPDPMSPD3RPOWER ONINDICATORETMETMS.O.S.O.- SEQUENCE ON - SIMULTANEOUSLY OFFGENERAL NOTES:1.CONTRACTOR TO COORDINATE ALL PANEL/CONTROLCABINETS PTT LIGHT COLORS TO MATCH EXISTINGSITE INDICATORS: RED FOR ON, GREEN FOR OFF,AMBER FOR FAULTS/ALARMS, BLUE FOR IN-AUTO.(MAINTAINED)STOPDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-68-E701-SC.dwg Last Save: 5/20/2019 7:17 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH68-E701038WASHWATEREQUALIZATION BASINCONTROL PANELSCHEMATICDigitally Signed 05/20/2019 69-M131 69-M131 2 69-M131 69-M131 2 VERTICAL TURBINE PUMPVERTICAL TURBINE PUMP 69VTP0269VTP01 CL3' - 6"CLCL3' - 6"3' - 6"3' - 6" TO RAPID MIX DEMOLISH EXISTING SLAB, ADD NEW SLAB AND TIE INTO EXISTING VALVE VAULT AL TOP MOUNTED HAND RAIL SEE DETAIL D05 5213-600 10' - 6" PROVIDE ADDITIONAL REINFORCEMENT @ OPENINGS IN SLAB (TYP), SEE DETAIL D03 3000-600 T/BASIN FND EL. 610.00 T/BASIN WALL EL. 626.00 69VTP01 VERTICAL TURBINE PUMP TO RAPID MIX CL 3' - 6"1' - 0"#6 @ 6" TOP & BOTTOM #4 @ 12" TOP & BOTTOM #6@6" EPOXY GROUTED DOWEL W/ MIN 24" EMBED 24" 34" , SIZED TO MATCH EXISTING GRATING D05 5300-901 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:37:08 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 LBO SAC PROCESS MECHANICAL PLAN 69-M131 039 SCALE: PROJECT NORTH 3/8" = 1'-0"69-M131 1 WASHWATER REVCOVERY BASIN PROCESS MECHANICAL PLAN SCALE:3/8" = 1'-0"69-M131 69-M131 2 WASHWATER RECOVERY BASIN SECTION PUMP TO BE PROVIDED WITH CUSTOM DISCHARGE FLANGE, COORDINATE WITH EXISTING PIPING REVDATEDESCRIPTIONBYNOTES: 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS. INFORMATION PRESENTED BASED ON AVAILABLE RECORDS. 1.UNLESS OTHERWISE NOTED ALL CONDUIT TO BE ROUTED EXPOSED. ALL EXPOSEDCONDUIT AND PORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURE SHALL BESURFACE MOUNTED AND THE CONDUIT SYSTEM SHALL BE RIGID ALUMINUM. ALLBOXES, SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THECONDUIT SYSTEM SHALL BE ALUMINUM. ALL BELOW GRADE CONDUIT SHALL BESCHEDULE 40 PVC WITH GALVANIZED ELBOWS IN CONCRETE DUCT BANK.2.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING,TERMINATIONS, DISCONNECTS, CONTROL RELAYS, CONTROL ENCLOSURES ANDOTHER ITEMS AS NECESSARY FOR COMPLETE AND FUNCTIONAL WATER RECOVERYBASIN AND PUMP SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONSAND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.3.NUMEROUS UNDERGROUND UTILITIES EXIST THROUGHOUT THE PROJECT SITE. MARKOR CAUSE TO BE MARKED ALL UTILITIES PRIOR TO WORK.4.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS ASREQUIRED BY EQUIPMENT SUPPLIER. NOT ALL CONNECTIONS SHOWN.5.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.GENERAL NOTES: SEE ONELINE ON SHEET 90-E503 FOR CONDUIT AND CONDUCTORS FROM VERTICAL TURBINE PUMP TO PUMP CONTROL PANEL.(4-#14, #14GND, 4-#14 SPARE) 3/4" C, FROM PUMP CONTROL PANEL 69PCP01 TO VERTICAL TURBINE PUMP FOR MOTOR SPACEHEATER AND THERMAL PROTECTION.REUSE EXISTING HANDRAIL MOUNTED CONDUITS FOR POWER AND CONTROL WIRING, PROVIDE NEW AS REQUIRED TO PUMPCONTROL PANEL. PULL ALL NEW 480VAC POWER CONDUCTORS. PROTECT CONTROL WIRING DURING DEMOLITION OF EXISTINGPUMP CONTROL PANEL AND PUMPS. REUSE EXISTING CONTROL WIRING FOR NEW PUMP CONTROL PANEL, PROVIDE NEW ASREQUIRED.480VAC POWER FROM POWER DISTRIBUTION PANEL BB-PP-501. SEE ONELINE ON SHEET 90-E503 FOR CONDUIT AND CONDUCTORS.REUSE EXISTING CONTROL WIRING FOR "PUMP START/STOP" COMMAND AND "PUMP RUNNING" INDICATION FROM BLOWER BUILDINGPLC PLC-BB.MANUFACTURER SUPPLIED FLOAT SWITCH CABLE.KEY NOTES:11122233454SCALE:PROJECTNORTH38" = 1'-0"169-E131WATER RECOVERY BASINELECTRICAL POWER PLAN40VTP01VERTICALTURBINE PUMP #140VTP02VERTICALTURBINE PUMP #240VTCP01VERTICALTURBINE PUMPCONTROL PANELFOR EQUIPMENT STAND SEEDETAIL:0529-01426EXISTING WATERRECOVERY BASIN569LSLL01BASIN LOW LEVEL LOCKOUTFLOAT AND HIGH LEVEL ALARM.FOR TYPICAL INSTALLATIONSEE DETAIL:0900-003266669LSHH02DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-69-E131-PP.dwg Last Save: 5/9/2019 8:34 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH69-E131040WASHWATERRECOVERY BASINELECTRICAL POWERPLANDigitally Signed 05/20/2019 M480VM2120VGNDBARSCALE:NONE169-E701RECOVERY BASIN VERTICAL TURBINE PUMPS CONTROL PANEL SCHEMATICNEMA 4X SSBASIN LOW LEVEL(PUMPS OFF)CR1A69LSLL01RECOVER BASINLOW LEVEL RELAYWASH WATERRECOVERY BASINMM1EG480 V,3-PH,60HZOL1-1M1VERTICAL PUMP #1STARTERCR1A-2RPTTVERTICAL PUMP #1RUNNING INDICATORM1-2RPTTVERTICAL PUMP #2RUNNING INDICATORM2-2CONT. ABOVEHANDOFFAUTOXOOOOXM1-4YI-M2-4APTTAPTTVERTICAL PUMP #1OVERLOAD INDICATOROL1-2OL2-2CONT. BELOWRESETRESETOL-1OL-2BB-PP-5011KEYED NOTES:REMOVE EXISTING 70A/3P BREAKER FROM CIRCUIT 32 IN EXISTING POWER PANEL. FURNISH ANDINSTALL NEW 100A/3P CIRCUIT BREAKER AT SAME LOCATION.169VTCP0169VTP0169VTP02POWER ONDELAY RELAYTD1TD1-1CR0POWER RUNRELAYCR0-1STARTSTOPCR2-1AUTORUN(PLC-BB)YC-CR2VERTICAL PUMP #1CALLCR1A-3HANDOFFAUTOXOOOOXSTARTSTOPCR3-1AUTORUN(77PLC01)YC-CR3VERTICAL PUMP #2CALLCR2-2OL2-1M2VERTICAL PUMP #2STARTERCR3-2GPTTVERTICAL PUMP #1STOPPED INDICATORM1-3GPTTVERTICAL PUMP #2STOPPED INDICATORM2-3VERTICAL PUMP #2OVERLOAD INDICATORVERTICAL PUMP #1RUNNINGYI-VERTICAL PUMP #2RUNNING22222REUSE EXISTING CONTROL WIRING FOR "PUMP START/STOP" COMMAND AND "PUMP RUNNING"INDICATION FROM BLOWER BUILDING PLC PLC-BB.(69VTP01)VERTICAL PUMP #1M1-5MOTOR SPACEHEATERCR4VERTICAL PUMP #1HIGH TEMPERATUREVERTICAL PUMP #1HEATERCR4-1APTTPOWER ONRESET RELAYONE-SHOT (3S)TD2RESETCR4-1TD2-1NOTO (3 SEC.)(69VTP02)VERTICAL PUMP #2M2-5MOTOR SPACEHEATERCR5VERTICAL PUMP #2HIGH TEMPERATUREVERTICAL PUMP #2HEATERRESETCR5-1TD2-2NOTO (3 SEC.)CR5-1APTTVERTICAL PUMP #2HIGH TEMPERATUREVERTICAL PUMP #1HIGH TEMPERATUREPANELT-STATPANEL HEATERETMETMGENERAL NOTES:1.CONTRACTOR TO COORDINATE ALL PANEL/CONTROLCABINETS PTT LIGHT COLORS TO MATCH EXISTINGSITE INDICATORS: RED FOR ON, GREEN FOR OFF,AMBER FOR FAULTS/ALARMS, BLUE FOR IN-AUTO.(MAINTAINED)STOPSPDSPDRPOWER ONINDICATORBASIN LEVEL LOWINDICATORCR1A-1APTTBASIN HIGH LEVEL69LSHH02CR1BRECOVER BASINHIGH LEVEL RELAYBASIN LEVEL HIGHBEACON. FEDERALSLM100 OR EQUAL.CR1B-1APTTDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-69-E701-SC.dwg Last Save: 5/20/2019 7:18 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH69-E701041WASHWATERRECOVERY BASINVERTICAL TURBINEPUMPS CONTROLPANEL SCHEMATICDigitally Signed 05/20/2019 70-S121 70-S301 1 R = 2 8 ' - 0 " R = 2 5 ' - 0 " 2' - 0"1' - 0" 50' - 0" 1' - 0"2' - 0" 25' - 0"25' - 0" INTERIOR RADIUS INTERIOR RADIUS (T Y P) 36° 70-S121 70-S401 2 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 3'-0" Ø DRILLED SHAFT 4'-0" Ø DRILLED SHAFT 8' - 0" DIAMETER EL. 635.00 T/FND (TYP) TOE OF TANK FND TANK WALL 1 5' - 0" DIAMETER 2 T Y P 4 5 ° 2 2 FDN CONSTRUCTION JOINT D03 3000-127 2" / 1'-0"2" / 1'-0"2" / 1'-0"2" / 1'-0"SLOPE SLOPE SLOPESLOPER = 2' - 6" 3 4 5 70-S121 2 70-S121 SEE DETAIL 70-S121 3 70-S121 R = 1 4 ' - 0 "R = 7' - 0" DESIGN NOTES: 1.LIVE LOADING ON GRATING, WALKWAYS, AND STAIRS SHALL BE 100 PSF. 2.SEISMIC: a.RESPONSE MODIFICATION FACTOR, R = 2.0 b.BASIC SEISMIC FORCE RESISTING SYSTEM----ORDINARY REINFORCED CONCRETE SHEAR WALLS. c.SHORT PERIOD SPECTRAL ACCEL, SS = 0.12g d.SPECTRAL ACCEL (1-second) PERIOD, S1 = 0.057g 3.COORDINATE ALL OPENINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ALL OPENINGS ARE NOT SHOWN IN THIS VIEW. 4.PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS, REFER TO DETAIL 5.REFER TO DRAWING 01-G009 FOR GENERAL STRUCTURAL NOTES. 6.STAGGER ALL LAP SPLICES IN WALL PER DETAIL D03 3000-600 D03 3000-303 (8) #7 VERT #4 SPIRAL W/6" PITCH. PROVIDE DBL WRAP @ TOP OF SHAFT AND EXTEND VERTS W/90° HOOK AS SHOWN IN DETAIL 3' - 0" Ø CLR 4" 70-S402 1 70-S121 4' - 0" Ø CLR 6" (16) #7 VERT #4 SPIRAL W/6" PITCH. PROVIDE DBL WRAP @ TOP OF SHAFT AND EXTEND VERTS W/90° HOOK AS SHOWN IN DETAIL 70-S403 1 70-S121 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:51 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB FOUNDATION AND LOWER WALL PLAN 70-S121 042 SCALE: PROJECT NORTH 1/4" = 1'-0"70-S121 1 GRAVITY THICKENERS - FOUNDATION AND LOWER WALL PLAN KEYNOTES:DENOTED BY SYMBOL X 1 CONCRETE PIPE ENCASING. SEE DETAIL D40/2400-009 2 FOUNDATION AND WALL CONSTRUCTION JOINTS SEE DETAIL D03/3000-127 AND D03/3000-201. 3 RADIUS OF FLAT AREA. CONTRACTOR TO CONFIRM WITH CLARIFIER MECHANISM MFR PRIOR TO START OF CONSTRUCTION. DIMENSIONS MAY CHANGE BASED UPON ACTUAL MECHANISM PROVIDED. 4 #6 CIRCUMFERENTIAL BARS @ 6" TOP AND BOTTOM 5 #6 RADIAL BARS @ 6" MAX TOP AND BOTTOM, WHEN BAR SPACING IS REDUCED TO 3" STOP ALTERNATIVE BARS (TYP) DRILLED SHAFTS SHAFT DIAMETER PILE TIP ELEVATION LENGTH 3' - 0" 604.00 29' - 0" 4' - 0" 596.00 30' - 0" SCALE:1" = 1'-0"70-S121 70-S121 2 3'-0" Ø DRILLED SHAFT SCALE:1" = 1'-0"70-S121 70-S121 3 4'-0" Ø DRILLED SHAFT REVDATEDESCRIPTIONBY 70-S121 70-S301 1 70-S121 70-S401 2 70-S131 70-S401 3 70-S131 70-S402 3 T/PAD T/LANDING EL. 652.00 T/WALKWAY CL1' - 0"2' - 0"8"22' - 4"22' - 4"8"2' - 0"1' - 0" 50' - 0" EL. 652.00 T/WALL S L O P E SLO PEHIGH POINT OF LAUNDER, 180° FROM EFFLUENT BOX T/GROUT EL. 645.83 FEED WELL T/CONC. CURB EL. 645.13 EFFLUENT BOX LOW POINT OF LAUNDER R = 2 5 ' - 0 "CONCRETE CORBEL (TYP) SEE DETAIL 70-S402 2 70-S131 5' - 6"5' - 6"4' - 0"1' - 6"22' - 0"TREAD1' - 0"GAP1/2"4' - 6"EL. 640.00 STAIR 3' - 0" EL. 652.00 24 TREADS @ 11"LANDING4' - 6" LANDING CONCRETE EFFLUENT LAUNDER TROUGH W/ GROUT FILL (EACH SIDE) HEAD OF STAIR SEE DETAIL D05 5100-704 BASE OF STAIR SEE DETAIL D05 5100-705 TOP MOUNTED AL GUARDRAIL SEE DETAIL D05 5100-119 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:51 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB TOP OF WALL PLAN 70-S131 043 SCALE: PROJECT NORTH 1/4" = 1'-0"70-S131 1 GRAVITY THICKENERS TOP OF WALL PLAN REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 17' - 0"2' - 0"7' - 0"70-S402 1 70-S121 EL. 626.00 BOTTOM OF TFG 5' - 0" DIAMETER 8' - 0" DIAMETERTYP.1' - 6"1' - 0"25' - 0"25' - 0"1' - 0" 52' - 0" 2' - 0"8"44' - 8"8"2' - 0" 22' - 4"22' - 4" INTERIOR DIAMETER INTERIOR DIAMETER 2' - 0"1' - 0"3' - 0" 6' - 0" 6' - 0" 3' - 0"1' - 0"2' - 0" EL. 645.00 EL. 647.757' - 0"2' - 9"10"T/WALL T/SLAB 70-S403 1 70-S121 WEIR PLATE W/ V-NOTCHES PLATFORM 2" / 1'-0"2 " / 1'-0" EL. 631.25 T/CONC. GROUT FILL ELEVATION VARIES 3'-0" Ø DRILLED SHAFT(TYP) SEE DETAIL 4'-0" Ø DRILLED SHAFT SEE DETAIL 70-S121 2 70-S121 70-S121 3 70-S1211' - 0"EFFLUENT LAUNDER 4' - 6" CONCRETE EFFLUENT LAUNDER (TYP) SUPPORT BEAM 2' - 0"8"5' - 0"5' - 0" EXISTING GRADE OVEREXCAVATION 1 1 2 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:52 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB STRUCTURAL SECTIONS 70-S301 044 SCALE:3/8" = 1'-0"70-S121 70-S301 1 SECTION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 70-S131 70-S401 3 17' - 0"2' - 8"2' - 10"2' - 9"EL. 647.75 EL. 643.00 T/WALL T/EFFLUENT SUMP 3' - 6" 2' - 0"1' - 0" 6' - 0"2' - 0"SUBGRADE, SEE DRAWING 70-S301 TYP1' - 6"1' - 0"2' - 0"8" V-NOTCHED FIBERGLASS WEIR, SEE DETAIL D44 4264-002 GROUT FILL EL. 645.00 T/SLAB 5' - 7"FDN CONSTRUCTION JOINT, SEE DETAIL D03 3000-127 CLR3"CLR3"CLR 2" CLR 2"CLR2"CLR2"6" WATERSTOP SEE DETAIL D03 3000-201 TYP VERTS #6 @ 12" EF HOOP REINF. #6@12" EF FOOTING DOWELS #6@ 12" EF WALL PIPE ADDITIONAL REINFORCING AROUND OPENING, SEE DETAIL D03 3000-600 78" THREADED COUPLERS (TYP) (CONTRACTOR'S OPTION) #4 @ 12" EW CENTERED #4 @ 12" EW CENTERED 63" #5 @ 12" TOP & BOTTOM CIRCUMFERENTIAL #5@ 12" TOP & BOTTOM CIRCUMFERENTIAL #6 @ 6" TOP & BOTTOM RADIAL FTG BARS #6 @ 6" TOP & BOTTOMCLR3"CLR3"3' - 10" 8"2' - 6"8"10"1' - 2"10"1 1/2"2' - 11 1/2"6"6" EL. 643.00 T/EFFLUENT SUMP GROUT SLOPE SLOPE EL. 645.00 T/SLAB GROUT FILL CONCRETE CURB 1 1/2" x 6" (TYP)CLR2"CLR2"CLR2"#5 @ 12" TOP & BOTTOM#5 @ 12" TOP & BOTTOM #5 @ 12" EW CENTERED #5 @ 12" EW CENTERED 32" 10" EL. 645.13 T/CONC. CURB T/FND EL. 635.00 T/THICKENER EL. 652.00 2' - 0"17' - 0"7' - 0"2' - 0"1' - 0" 6' - 0" 2" / 1'-0"10"2' - 9"EL. 647.75 EL. 645.00 T/WALL T/SLAB CONCRETE ENCASEMENT UNDER LIMITS OF TANK, SEE DETAILD40 2400-009 GROUT ELEVATION VARIES 4' - 6"1' - 0"2' - 0"8"TYP1' - 6"CLR3"CLR3"CLR 2" CLR 2"CLR2"CLR2"2' - 8" FDN CONSTRUCTION JOINT, SEE DETAIL D03 3000-127 V-NOTCHED FIBERGLASS WEIR, SEE DETAIL D44 4264-002 THREADED COUPLERS (TYP) (CONTRACTOR'S OPTION) #4 @ 12" EW CENTERED #4 @ 12" EW CENTERED 39" #5 @ 12" TOP & BOTTOM CIRCUMFERENTIAL #5@ 12" TOP AND BOTTOMM 6" WATERSTOP SEE DETAIL D03 3000-201 TYP VERTS #6 @ 12" EF HOOP REINF. #6@12" EF FOOTING DOWELS #6@ 12" EF 78"CLR3"CLR3"3'-0" Ø DRILLED SHAFT BEYOND CIRCUMFERENTIAL #6 @ 6" TOP & BOTTOM RADIAL FTG BARS #6 @ 6" TOP & BOTTOM1' - 0"(4) #6 @ 12 @ STAIR LANDING #5 @ 12 TOP & BOTTOM AT STAIR LANDING 30" LAP (MIN) 30" LAP (MIN) 62" #5 @ 12" BOTTOM CIRCUMFERENTIAL #6 @ 6" TOP & BOTTOM RADIAL FTG BARS #6 @ 6" TOP & BOTTOM STAIR CJC LANDING Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:54 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB STRUCTURAL DETAILS 70-S401 045 SCALE:3/4" = 1'-0"70-S121 70-S401 2 WALL SECTION AT EFFLUENT BOX SCALE:3/4" = 1'-0"70-S131 70-S401 3 EFFLUENT BOX DETAIL SCALE:3/4" = 1'-0"70-S402 70-S401 1 TYPICAL WALL SECTION REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 2' - 0"2" / 1'-0"4' - 3"2' - 9"10"EL. 647.75 T/WALL 4' - 6"1' - 0" 5' - 6" 70-S402 2 70-S131 2' - 0"8" 2' - 8" GROUT FILL ELEVATION VARIES SUBGRADE, SEE DRAWING 70-S301 6' - 0"2' - 0"2' - 0"1' - 0"3' - 0"FOUNDATION CONSTRUCTION JOINT, SEE DETAIL D03 3000-127 6" WATERSTOP SEE DETAIL D03 3000-201 TYP VERTS #6 @ 12" EF HOOP REINF. #6@12" EF FOOTING DOWELS #6@ 12" EF 78"1' - 0"THREADED COUPLERS (TYP) (CONTRACTOR'S OPTION) #4 @ 12" EW CENTERED 27" #5 @ 12" TOP & BOTTOM CIRCUMFERENTIAL #5@ 12" TOP & BOTTOM CIRCUMFERENTIAL #6 @ 6" TOP & BOTTOM RADIAL FTG BARS #6 @ 6" TOP & BOTTOMCLR3"CLR3"CLR3"CLR3"3'-0" Ø DRILLED SHAFT W/ #4 SPIRAL W/6" PITCH. PROVIDE DBL WRAP @ TOP OF SHAFT AND EXTEND VERTS W/90° HOOK AS SHOWN IN DETAIL (8) #7 VERT 70-S121 2 70-S121 EL. 645.00 T/SLAB 1' - 3"CLR4"PITCH6"1" GAP MAX 1' - 0"1' - 0" T/CORBEL (SEE TANK PLAN) 3" MAX 1' - 0"1' - 0"CLR2"CL CONFINEMENT ANGLE CENTERD ON CORBEL SEE DETAIL ANCHOR BOLTS STAINLESS STEEL, TYPE 316 3/4" DIA. x 1' -0", W/ 6" EMBEDMENT AND W/ PLATE WASHES AND LEVELING NUTS (TOTAL 4 BOLTS). BOLT GAGE PER EQUIPMENT MANUFACTURER. TANK WALL REINFORCING, SEE DETAIL #5 BAR NOSING TOP & BOTTOM TENSION BAR #5 @ 6" AS SHOWN W/ #4 @ 6" CLOSED TIES (BUNDLED) GROUT 70-S402 A 70-S4021' - 0"4' - 6"1' - 0" 5' - 6"CLR2"CLR 2" CLR 2" TANK WALL REINFORCING, SEE DETAIL 70-S401 1 70-S402CLR2"6"4 SPACES 1' - 0" = 4' - 0"6" 5' - 0" 3"9"3 SPACES @ 1' - 0" = 3' - 0"9"3" T/CORBEL (SEE TANK PLAN) CONFINEMENT ANGLE L 5x5x1/4"x5'-0" LONG SST, TYPE 316 NELSON TYPE H4L HEADED CONCRETE ANCHORS 1/2x6 SS316L (TYP) T/THICKENER EL. 652.00 CL 3' - 9"3' - 9" 7' - 6" CORBEL CONFINEMENT ANGLE CENTERD ON CORBEL SEE DETAIL CORBEL SEE DETAIL 70-S402 2 70-S131 2' - 0"1' - 0"1' - 0"T/CORBEL (SEE TANK PLAN) GROUT 70-S402 A 70-S402 3' - 0" WALKWAY #5 BAR NOSING TOP & BOTTOM TENSION BAR #5 @ 6" #4 @ 6" CLOSED TIES T/SLAB EL. 647.00 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:56 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB STRUCTURAL DETAILS - WALKWAY AND STAIRS 70-S402 046SCALE:3/4" = 1'-0"70-S121 70-S402 1 WALL SECTION @ WALKWAY SCALE:1 1/2" = 1'-0"70-S131 70-S402 2 CORBEL DETAIL SCALE:1 1/2" = 1'-0"70-S402 70-S402 A DETAIL SCALE:3/4" = 1'-0"70-S131 70-S402 3 CORBEL DETAIL REVDATEDESCRIPTIONBY 2" / 1'-0"2 " / 1 '-0" 8' - 0" DIAMETER EL. 631.25 5' - 3"T/CONC BOTTOM OF FTG 1' - 6"5' - 0"1' - 6" DIAMETER (LEVEL)TYP1' - 6"SUBGRADE, SEE DRAWING 70-S301 CAST CENTER CONE FOUNDATION AGAINST UNDISTURBED SOIL CLR 6"CLR 6" (16) #7 VERT #4 SPIRAL W/6" PITCH. PROVIDE DBL WRAP @ TOP OF SHAFT AND EXTEND VERTS W/90° HOOK AS SHOWN IN DETAIL2' - 6"70-S121 3 70-S121 4' - 0" DIAMETER CLR6"70-S403 70-S403 2 CLR3"CLR3"CLR3"CLR 2" CLR 2" (5) #5 @ 12" CONE HOOPS (4) #5 @12" OUTER HOOPS #5 @ 12" OC #6 @ 6" RADIAL BARS 48" CIRCUMFERENTIAL #6 @ 6" TOP & BOTTOM RADIAL FTG BARS #6 @ 6" TOP & BOTTOM PITCH6"5' - 0" DIAMETER EL. 631.25 T/CONC. 8' - 0" DIAMETER (5) #5 @ 12" CONE HOOPS #6 @ 6" RADIAL BARS 48" (4) #5 @12" OUTER HOOPS Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:57 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB EGB STRUCTURAL DETAILS 70-S403 047 SCALE:3/4" = 1'-0"70-S121 70-S403 1 PEDESTAL DETAIL SCALE:3/4" = 1'-0"70-S403 70-S403 2 PEDESTAL PLAN DETAIL REVDATEDESCRIPTIONBY 70-M131 70-M301 1 70-M131 70-M301 1 ACCESS STAIR V-NOTCH WEIR, SEE DETAIL WALKWAY WITH HANDRAILS 8" TR TO THICKENED RESIDUALS PUMP STATION SOLIDS COLLECTION MECHANISM 18" EFFLUENT EFFLUENT BOX 18" GFW TO WASH WATER RECOVERY BASIN 70-M131 70-M302 1 70-M131 70-M302 1 CORBEL (TYP) SEE STRUTURAL DRAWINGS DRIVE UNIT STEEL PLATFORM AROUND DRIVE FEEDWELL 4 5 ° 11° 70-M131 70-M303 1 70-M131 70-M303 1 FROM WASH WATER EQUALIZATION BASIN 16" INFLUENT 16" BWW/SWW 3'-0" Ø DRILLED SHAFT (TYP OF 10) D44 4264-002 HOSE BIB 70-M131 70-M303 2 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:42 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC THICKENER NO. 1 PROCESS MECHANICAL PLAN 70-M131 048 SCALE: PROJECT NORTH 1/4" = 1'-0"70-M131 1 THICKENER NO. 1 PROCESS MECHANICAL PLAN REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 WEIR EL. 648.00 3'-0" Ø DRILLED SHAFT (TYP) DIAMETER 8' - 0" 2 " / 1 '-0 " 2" / 1'-0" ACCESS WALKWAY W/HANDRAIL DRIVE UNIT ENERGY DISSIPATING INLET SOLIDS COLLECTION MECHANISM EL. 645.00 T/SLAB 4'-0" Ø DRILLED SHAFT V-NOTCH WEIR, SEE DETAIL CORBEL, SEE STRUCTURAL DRAWINGS PICKETS CENTRAL SHAFT WITH CONE SCRAPER V-NOTCH WEIR, SEE DETAIL D44 4264-002 D44 4264-002 HOSE BIB Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:43 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC THICKENER NO. 1 PROCESS MECHANICAL SECTIONS I 70-M301 049 SCALE:3/8" = 1'-0"70-M131 70-M301 1 SECTION REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 3'-0" Ø DRILLED SHAFT(TYP) 4'-0" Ø DRILLED SHAFT 18" GFW 18" GFW EL. 643.97 T/WEIR T/SLAB TO WASH WATER RECOVERY BASIN 3' - 6" DRIVE UNIT ENERGY DISSIPATING INLET SOLIDS COLLECTION MECHANISM PICKETS CENTRAL SHAFT WITH CONE SCRAPER STEEL PLATFORM AROUND DRIVE EL. 643.00 T/EFFLUENT SUMP 2' - 0" EL. 648.00 EL. 633.00 V-NOTCH WEIR, SEE DETAIL D44 4264-002 EL. 645.13 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:44 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC THICKENER NO. 1 PROCESS MECHANICAL SECTIONS II 70-M302 050 SCALE:3/8" = 1'-0"70-M131 70-M302 1 SECTION REVDATEDESCRIPTIONBY T/FND EL. 635.00 T/THICKENER EL. 652.00 FROM WASH WATER EQUALIZATION BASIN WEIR 3'-0" Ø DRILLED SHAFT (TYP) 2" / 1 '-0 " ACCESS WALKWAY W/HANDRAIL ENERGY DISSIPATING INLET SOLIDS COLLECTION MECHANISM T/SLAB 4'-0" Ø DRILLED SHAFT CENTRAL SHAFT WITH CONE SCRAPER 4' - 0" CL 2" / 1'-0" EL. 648.00 17' - 0"2' - 0"DIAMETER 8' - 0" 16" BWW/SWW EL. 645.00 TO THICKENED RESIDUALS PUMP STATION CONCRETE ENCASEMENT UNDER LIMITS OF TANK, SEE DETAIL D40 2400-009 EL. 643.00 EL. 631.58 8" TR MANUFACTURER TO PROVIDE PENETRATION DETAIL V-NOTCH WEIR, SEE DETAIL D44 4264-002 SEE SECTION FOR SUMP PIPING DETAIL 8" TR 3' - 9 1/2"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:45 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE THICKENER NO. 1 PROCESS MECHANICAL SECTIONS III 70-M303 051 SCALE:3/8" = 1'-0"70-M131 70-M303 1 SECTION SCALE:3/8" = 1'-0"70-M131 70-M303 2 SECTION REVDATEDESCRIPTIONBY 8" TR18" GFWTO THICKENED RESIDUALS PUMP STATION TO WASH WATER RECOVERY BASIN EFFLUENT BOX DRIVE UNIT ACCESS STAIR V-NOTCH WEIR WALKWAY WITH HANDRAILS SOLIDS COLLECTION MECHANISM CORBEL (TYP) SEE STRUTURAL DRAWINGS STEEL PLATFORM AROUND DRIVE CORBEL (TYP) SEE STRUTURAL DRAWINGS 3'-0" Ø DRILLED SHAFT (TYP) 4'-0" Ø DRILLED SHAFT EFFLUENT LAUNDER 18" GFW18" GFW TO WASH WATER RECOVERY BASIN EFFLUENT LAUNDER BOX GROUT FILL, ELEVATION VARIES V-NOTCH WEIR 3'-0" Ø DRILLED SHAFT (TYP) 18" GFW CORBEL SEE STRUTURAL DRAWINGS GROUT FILL, ELEVATION VARIES V-NOTCH WEIR ACCESS STAIR WALKWAY WITH HANDRAILS Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:20:49 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB EGB ISOMETRIC VIEWS 70-M901 052 SCALE:NONE70-M901 1 GRAVITY THICKENERS ISOMETRIC VIEW SCALE:NONE70-M901 3 EFFLUENT BOX DETAIL SCALE:NONE70-M901 2 WALKWAY/STAIR DETAIL CONCRETE EFFLUENT LAUNDER REVDATEDESCRIPTIONBY SCALE:PROJECTNORTH14" = 1'-0"170-E131GRAVITY THICKENER ELECTRICAL POWER PLAN1.UNLESS OTHERWISE NOTED ALL CONDUIT TO BE ROUTED EXPOSED. ALL EXPOSED CONDUIT ANDPORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURE SHALL BE SURFACE MOUNTED AND THECONDUIT SYSTEM SHALL BE PVC COATED RIGID ALUMINUM (CALBOND, PLASTI BOND, OR EQUAL). ALLBOXES, SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM SHALLBE STAINLESS STEEL. ALL BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC WITH GALVANIZEDELBOWS IN CONCRETE DUCT BANK.2.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS,DISCONNECTS, CONTROL RELAYS, CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY FORCOMPLETE AND FUNCTIONAL GRAVITY THICKENER SYSTEM. THE CONTRACTOR SHALL REFER TO THESPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.3.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BYEQUIPMENT SUPPLIER. NOT ALL CONNECTIONS SHOWN.4.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.5.ALL RECEPTACLES TO BE 20A GFCI WITH IN-USE WEATHERPROOF COVERS.6.BELOW GRADE CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE AND SHOWN FORREFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING NUMBER OFREQUIRED CONDUITS AND PLACEMENT OF THESE CONDUITS. THE CONTRACTOR SHALL DEVELOP ANDSUBMIT A BELOW GRADE CONDUIT ROUTING PLAN FOR REVIEW PRIOR TO INSTALLATION.GENERAL NOTES:1CONTRACTOR SHALL PROVIDE CONTROL WIRING CONDUIT AND CONDUCTORS FROM THICKENER DRIVEMOTOR TO CONTROL PANEL ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.KEYED NOTES:23(3-#12, #12 GND) 3/4" C, 480VAC POWER, FROM THICKENER CONTROL PANEL TO DRIVE MOTOR.(2-#12, #12 GND) 1"C, 120VAC POWER, FROM 77LP01 IN THICKENER BUILDING FOR POLE LIGHTAND RECEPTACLE.GRAVITY THICKENER4SEE DEFLECTION COUPLINGDETAIL:3THICKENERMOTOR NO. 170WS01B*70WS01A*70TM01*TORQUESWITCHES25TO DEWATERING FACILITY(SEE SHEET 77-E131)THICKENER CONTROLPANEL. SUPPLIED BYTHICKENER MANUFACTURER70TCP01*FURNISH AND INSTALL NEWPOLE LIGHT "P" APPROXIMATELY12'-0" ABOVE DECK (TYP.). FORLIGHT BRACKET MOUNT SEEDETAIL (TYP):5600-00826 FOR HANDRAILMOUNTING SEE DETAIL(TYP.):0529-01726FOR CONDUIT INSTALLATIONSUPPORT SEE DETAIL:0529-016260533-018264356ROUTE CONDUITS UPSIDE OF THICKENER.(3-#12, #12 GND) 1" C, 480VAC POWER, FROM 77SWBD01 IN THE THICKENER BUILDING TO THICKENERCONTROL PANEL.45(10-#14, #14 GND, 8-#14 SPARE) 1"C, CONTROL, FROM THICKENER CONTROL PANEL TO PLCCONTROL PANEL 77PLCCP01 IN THICKENER BUILDING.SPARE 1" CONDUIT FROM THICKENER TO THICKENER BUILDING.6CONCRETE DUCT BANK.FOR DUCT BANK DETAILSSEE (TYP.):0543-01226PPP1HANDRAIL MOUNTEDLIGHT SWITCH FORTHICKENER POLE LIGHTS.FURNISH AND INSTALL NEW GFCIRECEPTACLE WITH HEAVY DUTYIN-USE WEATHERPROOF COVER.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-70-E131-PP.dwg Last Save: 5/9/2019 8:35 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH70-E131053GRAVITY THICKENERPOWER PLANDigitally Signed 05/20/2019 MCPTCAPACITYEXTRA5AEG M120VMCBRUN STATUSINDICATORAND METERPANEL HEATERAPTTMOTOR OVERLOADALARM INDICATORGNDBAROL-3CR5-1(NEMA 4X S.S.)AUTO ENABLEONOFFAUTOCR2-2 CR1-2 M-2 PANELT-STATSCALE:NONE170-E701THICKENER CONTROL PANEL SCHEMATICOL-1SOLID STATEOVERLOADRPTTETM M-1APTTCR1-3 RAKE DRIVECUTOUT INDICATOR CR1TORQUE OVERLOADSYSTEMCR2APTTCR2-2RAKE DRIVE ALARMBEACON INDICATORHIGH TORQUECUTOUTHIGHTORQUEWARNINGRAKEMOTORSTART HIGH TORQUECUTOUT20WS0XC HIGH TORQUESHUTDOWN SWITCH20WS0XBCONT. BELOWCONT. ABOVEYI-TAI-YC-YI-WAI-WAI-TD1LOSS OFPOWER RESET(3 SEC)480 V,3 PH,60 HZOL70TM01*GENERAL NOTES:1.SCHEMATIC SHOWN IS TYPICAL OF MANUFACTURER CONTROL PANEL. ACTUAL CONTROLPANEL SCHEMATIC SUPPLIED BY MANUFACTURER MAY DIFFER. MAKE ALL REQUIREDCONNECTIONS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.2.CONTRACTOR TO COORDINATE ALL PANEL/CONTROL CABINETS PTT LIGHT COLORS TO MATCHEXISTING SITE INDICATORS: RED FOR ON, GREEN FOR OFF, AMBER FOR FAULTS/ALARMS, BLUEFOR IN-AUTO.XOOOOXOOXPHASEMONITOR (PM) CR1-4 HIGH TORQUEWARNING10WS0XA CR1-1RESETTD1-1 CR2-1TD1-2 RESETCR5-2 JAI-OL-2 70TCP01*77SWBD0177PLC01RESETSPDMOTOR SPACEHEATER70TM01* M-2MOTOR SPACEHEATERCR3HIGH MOTOR TEMPSILENCECR4-2 CR4RAKE DRIVEALARM RELAY CR4-1RAKE DRIVEALARM HORNCR3-1 TD1-3RESETAPTTRAKE DRIVE MOTORHIGH TEMP. INDICATORCR3-3 TAI-CR3-2 CR3-3 THERMALPROTECTIONAPTTPHASE LOSSINDICATORPM-1 CR5PHASE LOSSALARM RELAYCR5-3 PHASELOSSRUNNINGMOTOROVERLOADMOTOROVER TEMP.TORQUECUTOUTTORQUEWARNING77PLC01GND BAR20A/3P15A/3P2A15A/3P2ADRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-70-E701-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH70-E701054THICKENERCONTROL PANELSCHEMATICDigitally Signed 05/20/2019 75-S121 75-S301 1 75-S121 75-S301 1 75-S121 75-S301 2 75-S121 75-S301 214' - 8"8' - 0"22' - 8"7' - 6"7' - 3"7' - 11"22' - 8"16' - 0"17' - 0" 33' - 0" 75-S121 75-S301 3 75-S121 75-S301 3 (TYP.) 2' - 0" EL. 640.00 CONC EQUIPMENT PAD TYPE D (H=6") SEE DETAIL D03 3000-1000 T/CONC SLAB ON GRADE CONTROL JOINT SEE DETAIL W/ CRACK CONTROL JOINT D03 3000-500 D03 3000-203A FOUNDATION CONSTRUCTION JOINT (OMIT WATER STOP) SEE DETAIL D03 3000-500TYP1' - 0"TYP 1' - 0"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:22:40 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB SAC FOUNDATION/SLAB PLAN 75-S121 055 SCALE: PROJECT NORTH 3/8" = 1'-0"75-S121 1 FOUNDATION PLAN REVDATEDESCRIPTIONBY EL. 640.00 T/SLAB 8' - 6"2' - 0"4' - 6"2' - 0"4' - 6"2' - 0"4' - 6"2' - 0"3' - 0" 1' - 0" 1' - 0" 33' - 0" T/EQUIPMENT PAD EL. 640.50 6"2' - 0"2' - 6"12" GRANULAR FILL 6"LAP SPLICE (TYP) #5 @ 12" EW (TYP)#5 @ 12" EW (TYP) #5@ 12" EW#5@ 12" EW ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT AS REQUIRED, (TYP). SEE DETAIL D22 0529-001 EL. 640.00 T/SLAB 1' - 0"20' - 8"1' - 0" 22' - 8" 7' - 6"7' - 3"7' - 11" EL. 640.50 T/EQUIPMENT PAD 12" GRANULAR FILL 2' - 6"6"2' - 0"LAP SPLICE (TYP)#5 @ 12" EW (TYP)#5 @ 12" EW (TYP)#5@ 12" EW#5@ 12" EW ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT AS REQUIRED, (TYP). SEE DETAIL D22 0529-001 EL. 640.00 T/SLAB 1' - 0"20' - 8"1' - 0" 22' - 8"6"2' - 0"12" GRANULAR FILL2' - 6"LAP SPLICE (TYP) #5 @ 12" EW (TYP)#5 @ 12" EW (TYP) #5@ 12" EW#5@ 12" EW ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT AS REQUIRED, (TYP). SEE DETAIL D22 0529-001 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:22:41 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 GBB SAC STRUCTURAL SECTIONS 75-S301 056 SCALE:1/2" = 1'-0"75-S121 75-S301 1 SECTION SCALE:1/2" = 1'-0"75-S121 75-S301 2 SECTION SCALE:1/2" = 1'-0"75-S121 75-S301 3 SECTION REVDATEDESCRIPTIONBY 33' - 0" 75P03 THICKENED RESIDUAL FEED PUMP 75P02 75P04 CLCLCLCL9' - 6"6' - 6"2' - 0"2' - 6"2' - 0"6' - 6"4' - 0" 75-M131 75-M301 2 75-M131 75-M301 2 TO BELT PRESS #1 TO BELT PRESS #2 TO FUTURE BELT PRESS #3 FROM GRAVITY THICKENER FROM FUTURE GRAVITY THICKENER 75-M131 75-M301 1 75-M131 75-M301 1 75P01 ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT AS REQUIRED, (TYP). SEE DETAIL D22 0529-001 6" PLUG VALVE W/ MOTORIZED OPERATOR (TYP OF 8) 6" TR PLUG VALVE (TYP OF 4) 6" TR CL19' - 9"2' - 11"FUTURE VICTAULIC SWEEPING TEE, (TYP OF 2) THICKENED RESIDUAL FEED PUMP FUTURE THICKENED RESIDUAL FEED PUMP THICKENED RESIDUAL FEED PUMP 6" TR FUTURE FUTURE 6" PLUG VALVE (TYP OF 3) 6" TR FUTURE 1' - 0"2' - 6"1' - 2"VICTAULIC SWEEPING TEE, TYP 1' - 0" 1' - 0" VICTAULIC LONG RADIUS ELBOW, (TYP) FUTURE VICTAULIC LONG RADIUS ELBOW FUTURE ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT AS REQUIRED, (TYP). VICTAULIC OUTLET COUPLING W/ FLUSHING CONNECTION IN THREADED OUTLET, (TYP OF 4), SEE DETAIL D40 2400-014 FUTURE FLUSHING CONNECTION VICTAULIC SWEEPING TEE NOTES: 1. UNDERGROUND PIPING TO BE INSTALLED DURING LAKE LEWISVILLE WTP DEWATERING IMPROVEMENTS PROJECT. INSTALL BLIND FLANGE WHEN PIPING EMERGES FROM GROUND. SEE NOTE 1 BOLLARD (TYP) SEE DETAIL D32 0000-009 FOR CONT. SEE CIVIL SHEETS 8" TR Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:22:32 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC PROCESS MECHANICAL PLAN 75-M131 057 SCALE: PROJECT NORTH 3/8" = 1'-0"75-M131 1 THICKENED RESIDUALS PUMP STATION - PROCESS MECHANICAL PLAN REVDATEDESCRIPTIONBY T/SLAB THICKENED RESIDUALS FEED PUMP EL. 641.60 PLUG VALVE (TYP OF 3) TO DEWATERING FACILITY FROM GRAVITY THICKENER EL. 640.00 FROM FUTURE GRAVITY THICKENER 75P03 6" PLUG VALVE W/ MOTORIZED OPERATOR (TYP OF 8) 6" TR ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT, (TYP). SEE DETAIL D22 0529-001 6" TR FUTURE EL. 641.47 8" TR 6" TR EL. 631.58 6" TR FUTURE 6" PLUG VALVE W/ MOTORIZED OPERATOR (TYP OF 3) FLUSHING CONNECTION, (TYP OF 4), SEE DETAIL D40 2400-014 EL. 632.65 FUTURE MOTORIZED PLUG VALVE (TYP OF 3) THICKENED RESIDUALS FEED PUMP 75P01 75P02 75P03 75P04 THICKENED RESIDUALS FEED PUMP ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT, (TYP). SEE DETAIL D22 0529-001 6" PLUG VALVE W/ MOTORIZED OPERATOR (TYP OF 8) THICKENED RESIDUALS FEED PUMP FUTURE THICKENED RESIDUALS FEED PUMP 6" TREL. 636.56 EL. 641.47 6" TR6" TR Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:22:34 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC PROCESS MECHANICAL SECTIONS 75-M301 058 SCALE:1/2" = 1'-0"75-M131 75-M301 2 SECTION SCALE:1/2" = 1'-0"75-M131 75-M301 1 SECTION REVDATEDESCRIPTIONBY TO BELT FILTER PRESS #1 TO BELT FILTER PRESS #2 TO FUTURE BELT FILTER PRESS #3 FROM GRAVITY THICKENER FROM FUTURE GRAVITY THICKENER 6" TR 8" TR VICTAULIC LONG RADIUS ELBLOW, TYP FUTURE 6" TR 75P01 75P02 75P03 75P04 THICKENED RESIDUAL FEED PUMP THICKENED RESIDUAL FEED PUMP 6" PLUG VALVE W/ MOTORIZED OPERATOR, (TYP OF 8) FUTURE ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT 6" TR 6" TR 6" TR VICTAULIC LONG RADIUS ELBLOW ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT, TYP. SEE DETAIL FUTURE VICTAULIC SWEEPING TEE FUTURE THICKENED RESIDUAL FEED PUMP 6" TR 6" TR FUTURE VICTAULIC LONG RADIUS ELBLOW VICTAULIC SWEEPING TEE D40 2400-014 VICTAULIC OUTLET COUPLING W/ FLUSHING CONNECTION IN THREADED OUTLET, (TYP OF 4), SEE DETAIL SEE NOTE 1 NOTES: 1. UNDERGROUND PIPING TO BE INSTALLED DURING LAKE LEWISVILLE WTP DEWATERING IMPROVEMENTS PROJECT. INSTALL BLIND FLANGE WHEN PIPING EMERGES FROM GROUND. 6" TR Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:22:38 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC ISOMETRIC VIEW 75-M901 059 SCALE:NONE75-M901 1 ISOMETRIC VIEW D22 0529-001 REVDATEDESCRIPTIONBY 751PS02B*751PS03B*751PS03A*751PS02A*751TS01*751PS01B*751PS01A*1(8-#14, 1-#14 GND, 2-#14 SPARE) 3/4" C, CONTROL. FROM77PLCCP01 IN DEWATERING FACILITY TO FLOW CONTROLVALVE. ROUTE THROUGH PULL BOX ON EQUIPMENT STAND.(9-#12, 3-#12 GND, 3-#12 SPARE) 1-1/4" C, 480VAC POWER FROM480VAC PULLBOX TO CONTROL VALVE EQUIPMENT STAND.(TYPICAL OF 3)(24-#14, 3-#14 GND, 6-#14 SPARE) 1-1/4"C, CONTROL FROM120VAC PULLBOX TO CONTROL VALVE EQUIPMENT STAND.(TYPICAL OF 3)FURNISH AND INSTALL EQUIPMENT STAND WITH (3) 30A/3P SSDISCONNECTS (FOR FLOW CONTROL VALVES 75CV02, 75CV06,AND 75CV08) AND SS PULLBOXES.FURNISH AND INSTALL EQUIPMENT STAND WITH (2) 30A/3P SSDISCONNECTS (FOR FLOW CONTROL VALVE 75CV03, AND75CV05) AND SS PULLBOXES.GROUNDING TYPICAL FOR EACH PUMP.SEE GRAVITY THICKENER PLAN SHEET 70-E131 FOR CONDUITAND CONDUCTORS.480VAC POWER FROM PUMP CONTROL PANEL TO PUMP.TYPICAL FOR EACH PUMP CONTROL PANEL. SEE ONELINE ONSHEET 90-E502 FOR CONDUIT AND CONDUCTORS.(10-#14, #14 GND, 4-#14 SPARE) 1"C, CONTROL. FROM PUMPCONTROL PANEL TO PUMP FOR PRESSURE SWITCHES,TEMPERATURE OVERLOAD, DRY RUN SWITCH, AND MOTORSPACE HEATER. MAKE ALL REQUIRED CONNECTIONS.2" SPARE CONDUIT FROM PULLBOX TO DEWATERING FACILITY.FURNISH AND INSTALL HEAT TRACE ON ALL EXPOSED PIPING.PROVIDE 208VAC CIRCUIT FROM 77LP01 IN DEWATERINGFACILITY.480VAC POWER FROM 77DP01 IN DEWATERING FACILITY. ROUTETHROUGH DISCONNECT ON EQUIPMENT STAND.FURNISH AND INSTALL EQUIPMENT STAND WITH (3) 30A/3P SSDISCONNECTS (FOR FLOW CONTROL VALVES 75CV01, 75CV04,AND 75CV07) AND SS PULLBOXES.CONTRACTOR TO PROVIDE RECEPTACLES FOR RUNS OFCUSTOMIZED POWERBLANKET HEATING SYSTEM. COORDINATERECEPTACLE TYPE WITH PLUG PROVIDED BY HEAT BLANKETSYSTEM MANUFACTURER. A RUN IS DEFINED AS A SERIES OFPOWERBLANKETS DAISY CHAINED TOGETHER TO COVER ONEPORTION OF THE THICKENED RESIDUALS PUMP STATION. EACHRUN SHALL INCLUDE POWERBLANKETS TO ADEQUATELYINSULATE AND HEAT EACH SECTION OF THE PUMP STATION PERTHE MANUFACTURER'S RECOMMENDATION. TOTAL WATTAGEOF EACH RUN IS EXPECTED TO BE APPROXIMATELY 2100W,WITH 3 RUNS FOR CURRENT AND 1 RUN FOR FUTURE PUMPINSTALLATION.KEYED NOTES:275-E13175-E3011.UNLESS OTHERWISE NOTED ALL CONDUIT TO BE ROUTED EXPOSED. ALL EXPOSED CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURE SHALL BE SURFACE MOUNTED AND THECONDUIT SYSTEM SHALL BE RIGID ALUMINUM. ALL BOXES, SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM SHALL BE ALUMINUM. ALL BELOW GRADE CONDUITSHALL BE SCHEDULE 40 PVC WITH GALVANIZED ELBOWS IN CONCRETE DUCT BANK.2.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS, DISCONNECTS, CONTROL RELAYS, CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY FOR COMPLETEAND FUNCTIONAL GRAVITY THICKENER SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.3.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER. NOT ALL CONNECTIONS SHOWN.4.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.5.ALL RECEPTACLES TO BE GFCI WITH IN-USE WEATHERPROOF COVERS.6.BELOW GRADE CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE AND SHOWN FOR REFERENCE ONLY. NOT ALL SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGNUMBER OF REQUIRED CONDUITS AND PLACEMENT OF THESE CONDUITS. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A BELOW GRADE CONDUIT ROUTING PLAN FOR REVIEW PRIOR TOINSTALLATION.GENERAL NOTES:10CONCRETE DUCT BANK.FOR DUCT BANK DETAILSSEE (TYP.):0543-01226TODEWATERINGFACILITY75P03RESIDUALSPUMP #375P02RESIDUALSPUMP #275P01RESIDUALSPUMP #1TO GRAVITYTHICKENER(70-E131)120V480V75CV02CONTROLVALVE75CV03CONTROL VALVE75CV0175CV04CONTROL VALVE75CV08CONTROL VALVEFOR PULLBOXINSTALLATION SEEDETAIL (TYP):0543-0142675CV07CONTROLVALVE75C-00175L-0032345677899875P-00175P-00275P-0031070L-00112121212121212541111111275-P003375P-0013GROUND RODAND TEST WELL(TYP.) SEEDETAIL:0526-00826SEE GROUNDINGCONDUIT SLEEVE DETAIL(TYP.)0526-00926TYPICAL 3/4" X 10'COPPERCLADGROUND ROD(TYP.)SEE REBAR GROUNDINGDETAIL (TYP.)0526-01126#4/0 BARE TINNEDCOPPER GROUNDWIRE (TYP.)6SCALE:PROJECTNORTH12" = 1'-0"175-E131THICKENED RESIDUALS PUMP STATION ELECTRICAL POWER PLAN70P-00170L-00170C-001SPARE 1" C10111213CONTINUE TODEWATERINGFACILITYGROUND RING751TS02*751TS03*CONTROLVALVE75CV05CONTROLVALVE75CV06CONTROLVALVE120V480V75P-0023POLE MOUNT LIGHT FIXTURE "P1" APPROXIMATELY18'-0" ABOVE PAD. FOR POLE LIGHT INSTALLATIONDETAIL SEE:5600-00326P1TODEWATERINGFACILITY75P-00475P-00575P-00675P-00675P-00575P-004SPARE 1-1/2" CONDUITFOR FUTURE PUMP75L-00175L-00275L-004970P-00177C-00110138875C-00275S-001GFCI RECEPTACLE WITH HEAVY DUTYIN-USE WEATHERPROOF COVERRPZ ENCLOSURE W/HEAT. STUB-UP CONDUITWITHIN ENCLOSURE AND FURNISH ANDINSTALL GFCI RECEPTACLE FOR HEATER.COORDINATE RECEPTACLE LOCATION WITHSUPPLIED EQUIPMENT.75L-003CONDUITS FOR FUTUREEQUIPMENT INSTALLATION." DRY RUN"SWITCH (TYP.)751TE01*751TE03*75C-003SIG.75S-00275S-003175-E13175-E301CONTINUE TO DEWATERINGFACILITY GROUND RING1414141475L-00275L-00414751TE02*DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-75-E131-PP.dwg Last Save: 5/17/2019 1:27 PM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH75-E131060THICKENEDRESIDUALS PUMPSTATION POWERPLANDigitally Signed 05/20/2019 SCALE:NONE175-E13175-301RESIDUAL PUMP DISCONNECTSEQUIPMENT STANDPUMP #2STOP SCALE:NONE275-E13175-E301RESIDUAL CONTROL VALVEDISCONNECT EQUIPMENT STAND75P-00575P-00460A/3P SS DISCONNECTFOR RESIDUAL PUMP #275C-00360A/3P SS DISCONNECTFOR RESIDUAL PUMP #1SS LOCAL CONTROL PANEL 75LCP01 WITH PUMP STOP,HAND/OFF/AUTO, START, STOP, AND SPEED CONTROL SWITCHESAND RUNNING, STOPPED, FAULT AND PUMP SPEED INDICATORS.TYPICAL FOR EACH PUMP LOCAL CONTROL PANELFOR EQUIPMENT STAND SEEDETAIL (TYP.):0529-0142630A/3P SS DISCONNECTFOR FLOW CONTROLVALVE 75CV0330A/3P SS DISCONNECTFOR FLOW CONTROLVALVE 75CV05(3-#8, #10 G SHIELDED) 1-1/4" C, 480VAC TO PUMP.TYPICAL FOR EACH PUMP.(4-#14, #14 G) 3/4" C CONTROL,DISCONNECT AUXILIARY CONTACTS.SEE PUMP CONTROL SCHEMATIC ONSHEET 75-E702 (TYP.).(8-#14, #14 GND, 4-#14 SPARE) 1"C,CONTROL. FROM LOCAL PUMPCONTROL PANEL TO PUMP FORPRESSURE SWITCHES, TEMPERATUREOVERLOAD, AND MOTOR SPACEHEATER. MAKE ALL REQUIREDCONNECTIONS (TYP.).75P-003(24-#14, 3-#14 GND, 6-#14 SPARE) 1-1/4"C,CONTROL480VAC SS PULL BOXSS PULL BOX(8-#14, 1-#14 GND, 2-#14 SPARE) 3/4" C, CONTROL.FROM 77PLCCP01 IN DEWATERING FACILITY TOCONTROL VALVE (TYP.).(3-#12, #12 G) 3/4" C, 480VAC FROM77DP01 IN FILTER BUILDING (TYP.).(3-#12, #12 G) 3/4" C, 480VAC TO FLOWCONTROL VALVE 75CV03 (TYP.)STOP SPEED REFERENCEAUTOOFFHANDPUMP #2STARTPUMP #2MAN. SPEED REF.PUMP #2RUNNINGR PUMP #1STOPSTOP SPEED REFERENCEAUTOOFFHANDPUMP #1STARTPUMP #1MAN. SPEED REF.PUMP #1RUNNINGRPUMP #1FAULTAPUMP #1STOPPEDGPUMP #2FAULTAPUMP #2STOPPEDG(20-#14, #14 G, 6-#14 SPARE) 1" C, CONTROL TO PUMPCONTROL PANEL IN ELECTRICAL ROOM. TYPICAL FOREACH PUMP LOCAL CONTROL PANEL.SS PULLBOX(2 PAIR 3-WIRE SHIELDED, 18G) 3/4" C, SIGNAL TOPUMP CONTROL PANEL IN ELECTRICAL ROOM.TYPICAL FOR EACH PUMP LOCAL CONTROL PANEL.SS LOCAL CONTROL PANEL75LCP0275S-001INSTALL 30A RECEPTACLE FOR HEAT TRACE75L-001(2-#8, #10 GND) 3/4" C, 120VAC GFCI CIRCUIT (TYP.)FOR BLANKET HEAT TRACE SYSTEM.INSTALL 30A RECEPTACLE FORHEAT TRACEDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-75-E701_75-E702-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH75-E301061ELECTRICAL PANELELEVATONSDigitally Signed 05/20/2019 SCALE:NONE175-E701THICKENED RESIDUALS VALVEACTUATOR SCHEMATIC (TYP. OF 8)GENERAL NOTES:1.FOR TAGS WITH X, INSERT PUMP NUMBER.2.ACTUATOR SCHEMATIC SHOWN IS TYPICAL OF EXPECTED FUNCTIONALITY.ACTUAL ACTUATOR SCHEMATIC WILL VERY.M480VEG120VCINTEGRAL POSITION CONTROLLER*-OL'sOTSOLSOPENSTOPOLSOPENINGOOCTSCLSCLOSECLSCLOSINGCOLSCLSHEATERHANDOFFAUTORORCFAULT AUTO OPENZC-AUTO CLOSEZC-AUTO OPEN(SEE BELOW)AUTO CLOSE(SEE BELOW)HTRYI-AUTOSELECTEDXOOOOXOOX75FCV0975FCV07(77PLCCP01)ZI-OPENED ZI-CLOSED YAI-FAULT 77DP01SSOL480 V,3-PH,60HZ(77PLC01)75FCV05ZC-ZC-ZI-ZI-ZI-ZI-YI-YI-YAI-YAI-ZC-ZC-ZC-ZC-ZC-ZC-ZC-ZC-ZC-ZC-ZC-ZC-YI-ZI-ZI-YAI-ZI-ZI-ZI-ZI-YI-YI-YAI-YAI-ZI-YAI-ZI-ZI-ZI-YI-YI-YAI-75FCV0375FCV0175FCV0275FCV0475FCV0675FCV08GND BARDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-75-E701_75-E702-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH75-E701062THICKENEDRESIDUAL VALVESACTUATORSCHEMATIC(TYP. OF 9)Digitally Signed 05/20/2019 MCPTCAPACITYEXTRA480VEG120VPOWER ONDELAY RELAYCR4-2GNDV+FAULTSIGNALRUNSIGNALPROGRAMMABLECONTACTAUTO/MANFAULT RESETDRIVE FAULTRELAYCR3APTTDRIVE FAULTALARM INDICATORCR3-2DRIVE RUNSTATUSRELAYCR4RPTTPUMP RUNNINGINDICATOR AND METERCR4-1ETMDRY RUNINDICATOR RELAYSTARTSTOPCR1-2CR9-1PUMP STARTSAO1(+)AI1(+)+10AI2(+)PANEL MOUNTEDLOCAL GRAPHICDISPLAY TERMINAL(GDT)GDT COMSCALE:NONE175-E702RESIDUALS PUMP CONTROL PANEL SCHEMATIC (TYP. OF 3)YIYITD1CONT. BELOWCR1RUNCR2CR2-1CR2-2VFD ENABLEDCONT. ABOVE1KEYED NOTES:I/O TO PLC CONTROL CABINET 77PLCCP01.SEE SHEET90-E801 FOR I/O LIST.PROVIDE SURGE PROTECTION FORCURRENT AND VOLTAGE LOOPS.1RESET480 V,3-PH,60 HzACR9CR3-1CR5-2NCOMMON FAULTRELAYNEMA 12TD1-1NOTCCR0POWER RUNRELAYCR0-1VFDVFDMANUALSPEEDPOTENTIOMETERAI1(-)AI2(-)AO1(-)(MAINTAINED)STOPCR5DRY RUNINDICATOR(75P0X)CR6HI PRES. SWITCH75PS0XB*HIGH EFFLUENTPRESSURE RELAY77SWBD0175PCP0375PCP0275PCP01HANDOFFAUTOAUTORUNXOOOOX(77PLC01)YC-YC-YC-CR1-1HI TEMP75TS0X*CR7LOW INFLUENTPRESSURE RELAYLO PRES. SWITCH75PS0XA*AHI EFFLUENT PRESSUREINDICATORALO INFLUENT PRESSUREINDICATORPOWER ONRESET RELAYONESHOT (3S)TD2CR5-1TD2-1RESETCR6-1CR7-1CR5-3CR6-3CR7-3CR6-2CR7-2YIYAI-YAI-CR9-21YAI-CR10-1CR10-2CR10-3CR10RESET RELAYOOXYI-YI-YI-AUTOINDICATION1175P0375P0275P01CR4-3GPTTPUMP STOPPEDVFD SPEED FEEDBACKINDICATION TO PLCVFD SPEED SETPOINTFROM PLCSC-SC-SC-SI-SI-SI-11PTTPTTPTTNOTO (3 SEC)CR4-4MOTOR SPACEHEATER(MAINTAINED)STOP75LCP0X(SS LOCAL PUMPCONTROL PANEL)RCONTROLPOWERPTTENABLEOOXPUMP DISCONNECTAUXILIARY CONTACT.SPDSURGE PROTECTIONGND BARSPDVARIABLEFREQUENCY DRIVECONTROLLERMOTOR TEMP75TE0X*CR8MOTOR OVERTEMPRELAYCR8-1CR10-4CR8-2AMOTOR OVERTEMPCR8-3PTTGENERAL NOTES:1.CONTRACTOR TO COORDINATE ALL PANEL/CONTROLCABINETS PTT LIGHT COLORS TO MATCH EXISTINGSITE INDICATORS: RED FOR ON, GREEN FOR OFF,AMBER FOR FAULTS/ALARMS, BLUE FOR IN-AUTO.VFD SPEEDINDICATION-+-++-22222++--275LCP0X(SS LOCAL PUMPCONTROL PANEL)CR9-375LCP0X(SS LOCAL PUMPCONTROL PANEL)COMMON FAULTINDICATOR(L)(L)3A6A40A/3P40A/3PAPTTRUNNINGRPTTSTOPPEDGPTTCR4-4CR4-5(75LCP0X)(N)(N)(L)(L)DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-75-E701_75-E702-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:22 AM Plotter used: DWG To PDF.pc3 SAHSAH75-E702063RESIDUAL PUMPSCONTROL PANELSCHEMATICDigitally Signed 05/20/2019 1 5 6 6 A C 2 3 4 B 3.9 5.5 D 4.6 1' - 4"28' - 0" 1' - 4"1' - 6"1' - 6"30' - 8" EL. 639.17 T/FTG 77-S111 77-S301 1 77-S111 77-S301 1 77-S111 77-S301 2 77-S111 77-S301 2 77-S111 77-S301 3 77-S111 77-S301 3 77-S404 1 77-S111 1.9 A.7 3'-0" Ø DRILLED SHAFT (TYP @ GRADE BEAM) SEE SECTION 2.3 2.9 3.3 3.8 4.2 B.2 B.5 2" 21' - 4"20' - 0"20' - 0"19' - 6"6"13' - 0"2"27' - 8"2"25' - 2"25' - 2"2"2"13' - 0"6' - 4"5' - 10"7' - 2"18' - 0"2"7' - 8"13' - 1"14' - 11" 21' - 6" 3 1/2" 7' - 5"11' - 3" 1' - 0 1/2" 6' - 4 1/2"11' - 3" 2' - 4 1/2" 5' - 0 1/2"14' - 5 1/2" 6" 77-S404 2 77-S111 3'-0" Ø DRILLED SHAFT (TYP @ SLAB) SEE SECTION 3' - 0"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:15 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC FOUNDATION PLAN 77-S111 064 SCALE: PROJECT NORTH 3/16" = 1'-0"77-S111 1 FOUNDATION PLAN DRILLED SHAFTS - DEWATERING BUILDING DIAMETER TIP ELEVATION LENGTH 3' - 0" 613.50 25' - 0"VARIES VARIES REVDATEDESCRIPTIONBY 1 5 6 6 A C 2 3 4 B 3.9 5.5 D 4.6 T/SLAB EL. 640.50 1' - 7"21' - 6"20' - 0"20' - 0"19' - 6"13' - 8"1' - 7" T/CURB 1' - 7"25' - 4"25' - 4"1' - 7"7' - 8"13' - 1"14' - 11" T/CURB (GRATING) 8"3' - 4"2' - 7" T/PAD 37' - 11" 8" 14' - 4"8"3' - 0"8"14' - 4"8"25' - 7"(TYP)5' - 6"(TYP)1' - 0"3' - 6"(TYP)3' - 7"(TYP)10' - 3"(TYP)1' - 0"(TYP)5' - 4"EL. 641.50 T/PEDESTAL (TYP) 30' - 8" 1' - 4" 28' - 0" 1' - 4" 2" AL GRATING (TYP)SPANSPANSPANSPANSPAN SPAN SPAN 3' - 7"6' - 0" 97' - 10" 3' - 6"77' - 10"3' - 6"9' - 6"3' - 6"53' - 10"3' - 6"46' - 10"3' - 6"A.7 B.2 B.5 EL. 640.83 3'-0" x 3'-6" CONCRETE GRADE BEAM (TYP) EL. 641.50 13' - 1"8"14' - 10"8"10' - 0"14' - 7"(TYP)9' - 1"(TYP)8"(TYP)28' - 10"(TYP)8"(TYP)14' - 7"1' - 6"27' - 8"3' - 0"77-S404 1 77-S111 3'-0" Ø DRILLED SHAFT (TYP) SEE SECTION (TYP) 8" (TYP) 4' - 3 1/2" (TYP) 1' - 0" (TYP) 3' - 9" (TYP) 1' - 0" (TYP) 4' - 3 1/2"(TYP) 8" EL. 641.50 FUTURE BELT FILTER PRESS AREA 25' - 1"18' - 8"18' - 8"16' - 8"18' - 9" D03 3000-127 D03 3000-127 D03 3000-127 D03 3000-127 8' - 7"31' - 2"14' - 1"D03 3000-127 D03 3000-127 77-S405 1 77-M132 CL 3' - 1" CL3' - 5" BOLLARD (TYP) SEE DETAIL D32 0000-009 FD (TYP)Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:16 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC SLAB PLAN 77-S121 065 SCALE: PROJECT NORTH 3/16" = 1'-0"77-S121 1 SLAB PLAN REVDATEDESCRIPTIONBY 1 5 6 A C 2 3 4 B 3.9 5.5 D 77-S20277-S131 1 77-S20377-S131 1 77-S20477-S131 1 77-S20177-S131 1 77-S131 77-S402 1 4.6 21' - 6"20' - 0"20' - 0"19' - 6"13' - 8"8"25' - 4"25' - 4"8"1' - 4"13' - 1"14' - 11" 1' - 4"28' - 6"52' - 0"1' - 6"1' - 6"8"2' - 8"7' - 4"32' - 0"3' - 4"5' - 4"8"3' - 4"17' - 4" 1' - 0" 13' - 4"4' - 8"3' - 4"12' - 0"4' - 0"5' - 4"4' - 0"7' - 4"3' - 4"4' - 8"38' - 8"10' - 0"2' - 8"8" 2' - 4"12' - 0"2' - 8"3' - 4"40' - 0"3' - 4"31' - 0"8" DUMPSTER NOT SHOWN FOR CLARITY 3829 SF DEWATERING ROOM 100 547 SF ELECTRICAL ROOM 101 80' - 0"11' - 8" 77-S401 1 77-M13248' - 8"*FE100D 100B 101C101ALB2LB2 LB1 LB1 LB3LB477-S131 77-S402 2 77-S111 77-S301 1 77-S111 77-S301 1 77-S111 77-S301 2 77-S111 77-S301 2 77-S111 77-S301 3 77-S111 77-S301 3 96' - 0" 8"1' - 0"80' - 0" 1' - 0" 11' - 8"1' - 0"8" 101A 101B 101BLB5LB5101DLB4LB1100C100A 30' - 8"1' - 2"10"1' - 0"FUTURE BELT FILTER PRESS AREA 12" LOAD-BEARING CMU WALL (TYP) 12" LOAD- BEARING CMU WALL (TYP) 77-S131 77-S405 2 77-S131 77-S405 2 ARMOR ANGLE L6X3 1/2X5/16X 11'-0" LONG SEE DETAIL 77-S410 1 77-S131 ARMOR ANGLE L6X3 1/2X5/16X 9'-0" LONG SEE DETAIL 77-S410 1 77-S131 77-S410 3 77-S131 (TYP) 77-S131 77-S409 1 LB6 LB6 LB6 AREA DESIGNATION SEE FINISH SCHEDULE DOOR MARK SEE DOOR SCHEDULE LEGEND 101 WALL-MOUNTED FIRE EXTINGUISHER NAME 101 *FE LINTEL MARK SEE LINTEL SCHEDULE LB1 WINDOW MARK SEE WINDOW SCHEDULE 100A Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:20 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC WALL PLAN 77-S131 066 SCALE: PROJECT NORTH 3/16" = 1'-0"77-S131 1 WALL PLAN REVDATEDESCRIPTIONBY 1 5 6 6 A C 2 3 4 94' - 8" 3.9 5.5 D W16X40W16X40W16X40W16X40W16X40W16X40C8X11.5 C8X11.5C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5C8X11.5 27' - 8"50' - 8"1' - 0" 6' - 8"13' - 1"14' - 11" CL CL 1' - 0"6' - 8"6' - 0"4 EQ SPACES @ 5'-6" = 22' - 0"8 EQ SPACES @ 7'-3" = 58' - 0" 1' - 0"W16X40W16X40W16X40W16X40W16X40W16X40W16X40W16X40W16X40 C8X11.5 4.6W16X40W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 77-S411 1 77-S141 ROOF BEAM TO CMU WALL BEARING (TYP) SEE DETAIL 6' - 0"5' - 4"5' - 4"5' - 4"5' - 8"T/MASONRY EL. 660.50 EL. 657.67 T/STEEL EL. 658.67 T/STEEL EL. 658.67 T/STEEL T/STEEL 77-S408 2 77-S141 D04 2200-003 D04 2200-003 D04 2200-003 D04 2200-003 1 23 4 4 D05 3100-001 4 4 1 C8X11.5 C8X11.5C8X11.5 C8X11.5 C8X11.5D04 2200-205 D05 5120-102 (TYP) (SIM) D05 5000-917 (TYP) 4 D04 2200-003 5 D05 5120-001 (TYP) D05 5000-917 (TYP) D05 5120-001 (TYP) D05 5120-001 (TYP) D05 3100-001 (SIM) EL. 658.38 C8X11.5 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:21 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC ROOF FRAMING PLAN 77-S141 067 SCALE: PROJECT NORTH 3/16" = 1'-0"77-S141 1 ROOF FRAMING PLAN KEYNOTES:DENOTED BY SYMBOL X 1 1 1/2", 20 GA, TYPE B ROOF DECK W/#12 TEK SCREWS IN A 36/4 PATTERN AT ALL SUPPORTS PERPENDICULAR TO RIBS, #12 TEK SCREW @12" AT ALL SUPPORTS PARALLEL TO RIBS, AND #10 TEK SCREWS @ 12" AT SIDE LAPS 2 4" RIGID INSULATION 3 SINGLE PLY MEMBRANE ROOFING 4 LEDGER L4x3x3/8LLV W/ 3/4" DIA. ANCHOR BOLTS @ 2'-0"MAX. 5 STANDING SEAM METAL ROOFING DESIGN NOTES: ROOF LIVE LOAD_____________25PSF REVDATEDESCRIPTIONBY 1 5 6 6 A C 2 3 4 3.9 5.5 D 4.627' - 8"50' - 8"94' - 8" 7' - 8"13' - 1"14' - 11" CLCLCL12' - 4"32' - 0"32' - 0"18' - 4" SCUPPER & DOWNSPOUT (TYP) TAPERED TILE CRICKETS (TYP) CRICKETS (TYP) ARCHITECTURAL PRECAST CONCRETE COPING (TYP) ROOF EDGE RAKE TRIM (CONTRACTOR TO FOLLOW MANUFACTURER'S RECOMMENDATIONS) SINGLE-PLY ROOFING W/ CHEMICALLY ADHERED MEMBRANE METAL STANDING SEAM ROOFING GUTTER & DOWNSPOUTS (CONTRACTOR TO FOLLOW MANUFACTURER'S RECOMMENDATIONS)ROOF SLOPEROOF SLOPEROOF SLOPEROOF SLOPEOVERFLOW (TYP) EL. 661.50 T/ARCHITECTURAL PRECAST CONCRETE COPING 1 3 TYP 10" TYP 3' - 2" AL LADDER OVER PARAPET SEE DETAIL D05 5000-809CL4' - 0"SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAIL D05 5213-600 D05 5213-117 (TYP) D07 7100-006 (TYP) D07 7200-001 (TYP) D07 7200-001 (TYP) CRICKETS (TYP) D07 4113-001 D07 7100-003 (TYP) D07 7100-002 D07 7100-001 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:22 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC ROOF PLAN 77-S151 068 SCALE: PROJECT NORTH 3/16" = 1'-0"77-S151 1 ROOF PLAN REVDATEDESCRIPTIONBY LSYSTEM C LSYSTEM CT/SLAB EL. 640.50 T/WALL EL. 660.50 A CB D 10" 27' - 8"25' - 4"25' - 4"8"3' - 0"20' - 0"1' - 0"8' - 0"1' - 4"9' - 4"1' - 4"ARCHITECTURAL PRECAST CONCRETE COPING DOUBLE SOLDIER COURSE DOUBLE SOLDIER COURSE 3'-0" Ø DRILLED SHAFT (TYP) BRICK VENEER OVER 12" CMU 52' - 0" DOWNSPOUT SEE DETAIL CANOPY RETAINING WALL ARCHITECTURAL PRECAST CONCRETE COPING DUMPSTER CONVEYANCE SYSTEM (TYP OF 2) HEADER COURSE T/DRILLED SHAFT EL. 637.50 1/8" / 1'-0" 8"INCLINE SCREW CONVEYOR GRATING PLATFORM SHIP LADDER CONDUCTOR HEAD, SEE DETAIL DOWNSPOUT, SEE DETAIL PIPE BOLLARD (TYP) 10' - 0"14' - 0"EL. 654.50 LINTEL BRG. 100A ELECTRICAL LIGHTING PROTECTIVE BOLLARDS (TYP OF 5)FAN LB2 D07 7100-003 D07 7100-004 D07 7100-004 CONCRETE SPLASH BLOCK, SEE DETAIL D03 3000-105 24' - 0"24' - 0"4' - 0" MASONRY CONTROL JOINT (TYP), SEE DETAIL D04 2200-306 8"2' - 0"7' - 6" ±EXISTING GRADE OVEREXCAVATION 5' - 0" 5' - 0" 1 1 22 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:24 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC BUILDING ELEVATIONS 77-S201 069 SCALE:1/4" = 1'-0"77-S131 77-S201 1 NORTH ELEVATION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 1 5 6234 3.9 5.5 8"94' - 8"8" 21' - 6"20' - 0"20' - 0"19' - 6"13' - 8" 28' - 0" 14' - 11"13' - 1" 4.6 1' - 0"20' - 0"3' - 0"ARCHITECTURAL PRECAST CONCRETE COPING DOUBLE SOLDIER COURSE DOUBLE SOLDIER COURSE 1' - 4"9' - 4"1' - 4"8' - 0"100B 100D LINTEL BRG. EL. 647.83 LINTEL BRG. 3'-0" Ø DRILLED SHAFT (TYP) BRICK VENEER OVER 12" CMU ELECTRICAL PANELS (TYP) HEADER COURSE EL. 647.83 100C T/DRILLED SHAFT EL. 637.50 ELECTRICAL LIGHTING ELECTRICAL LIGHTING EL. 652.50 LINTEL BRG.12' - 0"12' - 0" TYP 3' - 4"TYP7' - 4"PIPE BOLLARD (TYP) ELECTRICAL LIGHTING INCLINE SCREW CONVEYOR SHIP LADDER CANOPY GRATING PLATFORM EL. 657.17 STEEL BRG. EL. 651.83 LINTEL BRG. LB1 PROTECTIVE BOLLARDS (TYP OF 5) LB2 LB1 LB1 MASONRY CONTROL JOINT (TYP), SEE DETAIL D04 2200-306 24' - 0"20' - 0"24' - 0"24' - 0"4' - 0" 5' - 0" 5' - 0"7' - 6" ±2' - 0"8"EXISTING GRADE OVEREXCAVATION 1 22 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:26 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC BUILDING ELEVATIONS 77-S202 070 SCALE:1/4" = 1'-0"77-S131 77-S202 1 WEST ELEVATION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 156234 8"13' - 8"19' - 6"20' - 0"20' - 0"21' - 6" 8" 96' - 0"1' - 0"20' - 0"3' - 0"ARCHITECTURAL PRECAST CONCRETE COPING DOUBLE SOLDIER COURSE DOUBLE SOLDIER COURSE 1' - 4"9' - 4"1' - 4"8' - 0"DOWNSPOUT (TYP) SEE DETAIL CONDUCTOR HEAD (TYP) SEE DETAILOVERFLOW SCUPPER (TYP) SEE DETAIL FAN (TYP) 3'-0" Ø DRILLED SHAFT (TYP) LINTEL BRG. BRICK VENEER OVER 12" CMU HEADER COURSE T/DRILLED SHAFT EL. 637.50 PIPE BOLLARD (TYP) ELECTRICAL LIGHTING LB6 LB6 LB6 EL. 646.50 TYP3' - 0" TYP 3' - 0" D07 7100-004 D07 7100-003 MIN 5' - 0" SCUPPER (TYP) SEE DETAIL D07 7100-002 D07 7100-001 AL LADDER OVER PARAPET SEE DETAIL D05 5000-809 SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAIL D05 5213-600 MASONRY CONTROL JOINT (TYP), SEE DETAIL D04 2200-306 4' - 0"18' - 0"24' - 0"22' - 0"24' - 0"4' - 0" 5' - 0" 5' - 0"8"2' - 0"7' - 6" ±EXISTING GRADE OVEREXCAVATION 1 22 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:28 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB BUILDING ELEVATIONS 77-S203 071 SCALE:1/4" = 1'-0"77-S131 77-S203 1 EAST ELEVATION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY LSYSTEM CLSYSTEM C T/SLAB EL. 640.50 T/WALL EL. 660.50 ACBD 27' - 8"25' - 4"25' - 4"8" 52' - 0" ARCHITECTURAL PRECAST CONCRETE COPING DOUBLE SOLDIER COURSE DOUBLE SOLDIER COURSE EL. 650.50 1' - 0"20' - 0"3' - 0"1' - 4"9' - 4"1' - 4"8' - 0"LINTEL BRG. 101A 3'-0" Ø DRILLED SHAFT (TYP) 1/8" / 1'-0" DOWNSPOUT SEE DETAIL 1' - 4"4' - 0"1' - 4"6' - 0"T/WALL CANOPY RETAINING WALL ARCHITECTURAL PRECAST CONCRETE COPING BRICK VENEER OVER 12" CMU EL. 647.83 101B LINTEL BRG. ELECTRICAL PANEL DUMPSTER CONVEYANCE SYSTEM (TYP OF 2) HEADER COURSE T/DRILLED SHAFT EL. 637.50 8" 3' - 4"7' - 4"INCLINE SCREW CONVEYOR SHIP LADDER GRATING PLATFORM 10' - 0"7' - 4" ELECTRICAL LIGHTING ELECTRICAL LIGHTING CONDUSTOR HEAD, SEE DETAIL DOWNSPOUT, SEE DETAIL FAN LB3 LB1 D07 7100-004 CONCRETE SPLASH BLOCK, SEE DETAIL D03 3000-105 D07 7100-003 D07 7100-004 AL LADDER OVER PARAPET, SEE DETAILD05 5000-809 MIN 5' - 0" SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAIL D05 5213-600 EL. 651.83 12' - 8"MASONRY CONTROL JOINT (TYP), SEE DETAIL D04 2200-306 24' - 0"24' - 0"4' - 0" 5' - 0"7' - 6" ±2' - 0"8"EXISTING GRADE OVEREXCAVATION 1 22 3 5' - 0"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:30 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB BUILDING ELEVATIONS 77-S204 072 SCALE:1/4" = 1'-0"77-S131 77-S204 1 SOUTH ELEVATION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 1 1 5 5 62345.5 77-S303 1 77-S301 77-S303 3 77-S301 77-S303 2 77-S30120' - 0"3' - 0"21' - 6"20' - 0"20' - 0"19' - 6"13' - 8" 3'-0" Ø DRILLED SHAFT (TYP) 96' - 0" 8"1' - 0"80' - 0" 1' - 0" 11' - 8" 1' - 0"8" 3' - 6"77' - 10"3' - 6"9' - 6"3' - 6" 1.9 1' - 7"1' - 11" 2.3 2.9 3.3 3.8 4.2 T/DRILLED SHAFT EL. 637.50 35' - 4"8"14' - 4"8"3' - 0"8"14' - 4"8"10' - 4" W16X40 (TYP) DEWATERING ROOM 100 ELECTRICAL ROOM 101 12" THICK CONCRETE SLAB 3'-0" x 3'-6" CONCRETE GRADE BEAM (TYP) EL. 641.50 T/CURB/GRATING & PEDESTAL PORTABLE GANTRY CRANE 21' - 9 1/2"7' - 5"11' - 3"7' - 5"11' - 3"7' - 5"14' - 5 1/2" 1 22 3 5' - 0" 5' - 0"7' - 6" ±2' - 0"8" EXISTING GRADE OVEREXCAVATION T/SLAB EL. 640.50 T/WALL EL. 660.50 A CB 3' - 0"20' - 0"25' - 4"25' - 4" 77-S302 1 77-S301 77-S302 2 77-S301 52' - 0" 8"1' - 0"48' - 8"1' - 0"8" 3' - 6"46' - 10"3' - 6" 1/4" / 1'-0" BRG.EL. 657.17 BRG. A.7 B.2 B.5 T/DRILLED SHAFT EL. 637.50 DEWATERING ROOM 100 EL. 656.17 3'-0" Ø DRILLED SHAFT (TYP) 3'-0" x 3'-6" CONCRETE GRADE BEAM (TYP) 12" THICK CONCRETE SLAB W16X40 CL CL13' - 0"6' - 4"13' - 0"18' - 0" 5' - 0"5' - 0"8"2' - 0"7' - 6"1 22 3 T/SLAB EL. 640.50 T/WALL EL. 660.50 A CB 25' - 4"25' - 4" 8"1' - 0"48' - 8"1' - 0"8"3' - 0"20' - 0"1/4" / 1'-0" CLCLCLCLCL 18' - 0"13' - 0"6' - 4"13' - 0" EL. 656.17 BRG.EL. 657.17 BRG. A.7 B.2 B.5 T/DRILLED SHAFT EL. 637.50 3'-0" Ø DRILLED SHAFT (TYP) 3'-0" x 3'-6" CONCRETE GRADE BEAM (TYP) 3' - 6"46' - 10"3' - 6" 6' - 6"8"28' - 10"8"12' - 0" EL. 641.50 12" THICK CONCRETE SLAB T/CURB/GRATING & PEDESTAL DEWATERING ROOM 100 W16X40 8"2' - 0"7' - 6" ±1 22 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:34 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC BUILDING SECTIONS 77-S301 073 SCALE:3/16" = 1'-0"77-S111 77-S301 1 SECTION SCALE:3/16" = 1'-0"77-S111 77-S301 2 SECTION SCALE:3/16" = 1'-0"77-S111 77-S301 3 SECTION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 A W16X40 1 1/2" TYPE B METAL DECK 8' - 0"1' - 4"9' - 4"1' - 4"3'-0" Ø DRILLED SHAFT (TYP) SEE DETAIL ROOF BEAM FAN 1' - 0"SUBGRADE, SEE DRAWING 77-S301 1' - 10" 8" 3' - 6" SOLDIER COURSE SOLDIER COURSE LINTEL BRG.3' - 0"20' - 0"1' - 0"10"2"BRICK VENEER 2" RIGID BOARD INSULATION W/2" AIR SPACE ARCHITECTURAL PRECAST CONCRETE COPING EL. 656.17 BEARING BEARING INFORMATION SEE DETAIL 77-S411 1 77-S141 HEADER COURSE T/DRILLED SHAFT EL. 637.50 8" CMU BOND BEAM W/ (2) #5 CONT. 8" CMU BOND BEAM W/ (2) #5 CONT. #5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM CLR2"CLR3"FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 73" (5) #5 BARS TOP AND BOTTOM CLR 2" TYP 77-S404 1 77-S111 #4 STIRRUPS @ 12" OC 38" 31" EL. 646.50 12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. 8" CMU BOND BEAM W/ (2) #5 CONT. LB6 CLR3"SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION FLUID APPLIED AIR/VAPOR BARRIER FLUID APPLIED AIR/VAPOR BARRIER PROVIDE WEEPS IN BRICK VENEER @ 16" OC AT BASE OF WALL CONTINUOUS ELASTOMERIC FLASHING T/SLAB EL. 640.50 T/WALL EL. 660.50 C W16X40 3' - 0"20' - 0"2' - 0"1' - 0"SUBGRADE, SEE DRAWING 77-S301 1' - 10" 3' - 6"8' - 0"1' - 4"9' - 4"1' - 4"ROOF BEAM SOLDIER COURSE SOLDIER COURSE 8"10"2"1' - 0"BRICK VENEER 2" RIGID BOARD INSULATION W/2" AIR SPACE ARCHITECTURAL PRECAST CONCRETE COPING EL. 657.17 BEARING BEARING INFORMATION SEE DETAIL 77-S411 1 77-S141 HEADER COURSE T/DRILLED SHAFT EL. 637.50 12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. 8" CMU BOND BEAM W/ (2) #5 CONT. 8" CMU BOND BEAM W/ (2) #5 CONT. (5) #5 BARS TOP AND BOTTOM #4 STIRRUPS @ 12" OC 38" 31" CLR 2" TYPCLR2"CLR3"CLR3"#5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 73" 1 1/2" TYPE B METAL DECK SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION PROVIDE WEEPS IN BRICK VENEER @ 16" OC AT BASE OF WALL CONTINUOUS ELASTOMERIC FLASHING FLUID APPLIED AIR/VAPOR BARRIER FLUID APPLIED AIR/VAPOR BARRIER Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:35 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC WALL SECTIONS I 77-S302 074 SCALE:3/4" = 1'-0"77-S301 77-S302 1 WALL SECTION SCALE:3/4" = 1'-0"77-S301 77-S302 2 WALL SECTION REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 1 20' - 0"1' - 0"2' - 0"SUBGRADE, SEE DRAWING 77-S301 3' - 6" 1' - 10" 8"10"2"1' - 0"1' - 4"9' - 4"1' - 4"8' - 0"3' - 0"12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. SOLDIER COURSE SOLDIER COURSE BRICK VENEER 2" RIGID BOARD INSULATION W/2" AIR SPACE ARCHITECTURAL PRECAST CONCRETE COPING HEADER COURSE T/DRILLED SHAFT EL. 637.503' - 4"8" CMU BOND BEAM W/ (2) #5 CONT. 8" CMU BOND BEAM W/ (2) #5 CONT. LEDGER L4X3X3/8 LLV W/ 3/4"Ø ANCHOR BOLTS @ 2'-0" AND 6" MAX FROM ENDS EQUIPMENT PAD SEE DETAIL D03 3000-1000 #5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 73" (5) #5 BARS TOP AND BOTTOM #4 STIRRUPS @ 12" OC 38" 31"TYP3"CLR2"CLR 2" TYP CLR3"1 1/2" TYPE B METAL DECK SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION D04 2200-203 FLUID APPLIED AIR/VAPOR BARRIER FLUID APPLIED AIR/VAPOR BARRIER PROVIDE WEEPS IN BRICK VENEER @ 16" OC AT BASE OF WALL CONTINUOUS ELASTOMERIC FLASHING T/SLAB EL. 640.50 5 SUBGRADE, SEE DRAWING 77-S301 1' - 0"2' - 0"12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. 8" CMU BOND BEAM W/ (2) #5 CONT. 3' - 6"3' - 0"T/DRILLED SHAFT EL. 637.50 8" CMU BOND BEAM W/ (2) #5 CONT.3' - 4"1' - 0" 250S125-30 LIGHT GAGE STEEL STUDS @ 24" W/ 2" RIGID BOARD INSULATION AND 5/8" GYP BOARD OVER STUDS #5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 73" (5) #5 BARS TOP AND BOTTOM #4 STIRRUPS @ 12" OC 38" 31" CLR 2" TYP CLR3"CLR2"CLR3"1 1/2" TYPE B METAL DECK SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION D04 2200-205 FLUID APPLIED AIR/VAPOR BARRIER T/SLAB EL. 640.50 T/WALL EL. 660.50 6 1' - 0"2' - 0"8" 3' - 6"20' - 0"1' - 10"10"2"1' - 0"1' - 4"9' - 4"1' - 4"8' - 0"3' - 0"12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. SOLDIER COURSE SOLDIER COURSE BRICK VENEER 2" RIGID BOARD INSULATION W/2" AIR SPACE ARCHITECTURAL PRECAST CONCRETE COPING HEADER COURSE T/DRILLED SHAFT EL. 637.50 8" CMU BOND BEAM W/ (2) #5 CONT.3' - 4"8" CMU BOND BEAM W/ (2) #5 CONT. LEDGER L4X3X3/8 LLV W/ 3/4"Ø ANCHOR BOLTS @ 2'-0" AND 6" MAX FROM ENDS #5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 73" (5) #5 BARS TOP AND BOTTOM #4 STIRRUPS @ 12" OC 38" 31" CLR 2" TYP CLR3"CLR3"CLR2"1 1/2" TYPE B METAL DECK SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION D04 2200-203 FLUID APPLIED AIR/VAPOR BARRIER FLUID APPLIED AIR/VAPOR BARRIER PROVIDE WEEPS IN BRICK VENEER @ 16" OC AT BASE OF WALL CONTINUOUS ELASTOMERIC FLASHING Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:37 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC WALL SECTIONS II 77-S303 075SCALE:3/4" = 1'-0"77-S301 77-S303 1 WALL SECTION SCALE:3/4" = 1'-0"77-S301 77-S303 2 WALL SECTION SCALE:3/4" = 1'-0"77-S301 77-S303 3 WALL SECTION REVDATEDESCRIPTIONBY 5 C 4 3.9 5.5 D 77-S131 77-S402 1 4.6 12" DEEP FOUNDATION SLAB 1' - 4"14' - 11"13' - 1"1' - 4" 30' - 8" EL. 639.17 T/FTG 1' - 6"27' - 8"77-S131 77-S402 2 77-S401 77-S405 3 8"1' - 4"1' - 0"3' - 0"77-S131 77-S409 1 MASONRY CONTROL JOINT (TYP), SEE DETAIL D04 2200-306 15' - 4"15' - 4" 5 C 4 3.9 5.5 D 77-S131 77-S402 1 4.6 1' - 4"13' - 1"14' - 11"1' - 4"W12X53W12X531' - 6"27' - 8"8"1' - 4"1' - 0"30' - 8" 19' - 6" 2" x 3/16" GALVANIZED STEEL GRATING ARCHITECTURAL PRECAST CONCRETE COPING (TYP) SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAIL 77-S131 77-S402 2 6' - 6" GRATING EL. 649.17 T/GRATING 3' - 3" CLEAR ±1' - 5 1/2"2 1/2"4' - 9"21' - 7"GAP1"GRATINGHSS4X4X1/4 HSS4X4X1/4 BEAM (TYP OF 2) NOTE: SOME ELEMENTS ARE NOT SHOWN FOR CLARITY. DOWNSPOUT (TYP) 77-S401 77-S403 1 CL12' - 5"7' - 1" INCLINE SCREW CONVEYOR 77-S401 77-S405 3 GAP1"26' - 4"D05 5213-600 SPAN (CONTRACTOR TO PROVIDE BRACKET THAT ATTACHES TO WEB OF W12X53 SUPPORT BEAM) CL CL 12' - 8"5' - 8"12' - 4" COLUMN (TYP OF 2) 6' - 6"3' - 0"77-S408 3 77-S401 (TYP) 77-S131 77-S409 1 GALVANIZED STEEL SHIP LADDER, SEE DETAIL TOP MOUNTED AL HANDRAIL (TYP) 77-S409 1 77-S1313' - 0"4' - 4"2' - 2" FOR BEARING DETAIL SEE 77-S408 1 77-S401 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:38 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC ACCESS PLATFORM DETAILS I 77-S401 076 SCALE: PROJECT NORTH 3/8" = 1'-0"77-S401 1 PLATFORM LOWER PLAN SCALE: PROJECT NORTH 3/8" = 1'-0"77-S401 2 PLATFORM UPPER PLAN REVDATEDESCRIPTIONBY LSYSTEM CLSYSTEM C LSYSTEM CLSYSTEM C T/SLAB EL. 640.50 T/WALL EL. 660.50 CD 27' - 8" 10"27' - 8" 8" EL. 649.17 T/GRATING 1/8" / 1'-0" EL. 639.17 T/FTG W12X53 BEAM 2" x 3/16" GALVANIZED STEEL GRATING 8"1' - 4" 1' - 0" W16X40 EL. 658.38 T/BEAM SIDE MOUNTED AL GUARDRAIL SEE DETAIL INCLINE SCREW CONVEYOR, SEE NOTE 1 B/OPENING EL. 649.00 T/STEEL D05 5213-600 EL. 649.17 3' - 0" EL. 651.83 T/WALL 12' - 8"1' - 0"77-S409 2 77-S402 20' - 0"1' - 0"(SEE NOTE 2) 77-S408 1 77-S401 (SEE NOTE 2) INCLINE SCREW CONVEYOR, SEE NOTE 1 BEAMW8X10BEAM (TYP) W16X40 BEAM GUTTER HSS4X4X1/4 COLUMN DOWNSPOUT SEE DETAIL D07 7100-004 CONCRETE SPLASH BLOCK, SEE DETAIL D03 3000-105 (SIM) SUBGRADE, SEE DRAWING 77-S301 T/SLAB EL. 640.50 T/WALL EL. 660.50 C D 20' - 0"3' - 0"1/8" / 1'-0"1' - 0"10" 8"1' - 4"1' - 0" EL. 639.17 T/WALL T/FTG 1' - 4"1' - 4"2' - 8"7' - 4"W12X53 BEAM 77-S407 3 77-S402 T/DRILLED SHAFT EL. 637.50 EL. 649.00 T/STEEL EL. 649.17 T/GRATING EL. 658.38 T/BEAM EL. 651.83 T/OPENING B/OPENING SIDE MOUNTED AL GUARDRAIL SEE DETAIL D05 5213-600 INCLINE SCREW CONVEYOR, SEE NOTE 1 2" x 3/16" GALVANIZED STEEL GRATING EL. 649.17 3' - 0" W16X40 BEAM W8X10 BEAM (TYP) EL. 651.83 EL. 647.83 BEARING W16X40 BEAM 8" 77-S409 2 77-S402 (SEE NOTE 2) INCLINE SCREW CONVEYOR, SEE NOTE 1 SEE NOTE 3 DOWNSPOUT SEE DETAIL D07 7100-004 CONCRETE SPLASH BLOCK, SEE DETAIL D03 3000-10512' - 8"1' - 0"GUTTER 3' - 0" GALVANIZED STEEL SHIP LADDER SUBGRADE, SEE DRAWING 77-S301 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:41 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS SAC ACCESS PLATFORM DETAILS II 77-S402 077 SCALE:3/8" = 1'-0"77-S131 77-S402 1 PLATFORM SECTION SCALE:3/8" = 1'-0"77-S131 77-S402 2 PLATFORM SECTION NOTES: 1. MANUFACTURER TO PROVIDE STRUCTURAL SUPPORT FOR CONVEYOR FROM W16X40 BEAM ABOVE. 2. CONTRACTOR TO SHAPE BRICK VENEER TO 3/8" CLEAR OF BEAMS. POINT THE GAP W/ MORTAR. 3. CONTRACTOR TO PROVIDE CONVEYOR MANUFACTURER'S STANDARD WALL PENETRATION SEAL.REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 3.9 5.54.6 T/DRILLED SHAFT EL. 637.5020' - 0"3' - 0"14' - 11"13' - 1" CLCL 3' - 11 3/4" ±5' - 8" 100D W16X40 (TYP) EL. 651.83 LINTER BRG & T/OPENING 2' - 8"2' - 8"8' - 8"EL. 649.17 T/GRATING INCLINE SCREW CONVEYOR, SEE NOTE 1 GALVANIZED STEEL SHIP LADDER, SEE DETAIL W8X10 (TYP) SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAIL D05 5213-600 (CONTRACTOR TO PROVIDE BRACKET THAT ATTACHES TO WEB OF W12X53 SUPPORT BEAM) EL. 649.00 T/STEEL GRATING W12X53 (TYP) 2" x 3/16" GALVANIZED STEEL GRATING 3' - 4"3' - 3" CLCL3' - 11"1' - 9" 6 7 ° ±6' - 7" , SEE NOTE 2 SEE NOTE 2 LB1 SEE NOTE 3LB1 EL. 647.83 LINTEL BRG TOP MOUNTED AL HANDRAIL (TYP) 77-S409 1 77-S131 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:43 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB ACCESS PLATFORM DETAILS III 77-S403 078 SCALE:NONE77-S403 2 PLATFORM ISOMETRIC VIEW SCALE:3/8" = 1'-0"77-S401 77-S403 1 PLATFORM SECTION NOTES: 1. MANUFACTURER TO PROVIDE STRUCTURAL SUPPORT FOR CONVEYOR FROM W16X40 BEAM ABOVE. 2. CONTRACTOR TO SHAPE BRICK VENEER TO 3/8" CLEAR OF BEAMS. POINT THE GAP W/ MORTAR. 3. CONTRACTOR TO PROVIDE CONVEYOR MANUFACTURER'S STANDARD WALL PENETRATION SEAL.REVDATEDESCRIPTIONBY (12) #9 VERT 1/2" CONTINUOUS TIE @ 6" PITCH 3' - 0" ø CLR 3" T/SLAB EL. 640.50 3' - 0"THEORETICAL SHAFT LENGTH = 30'-0"T/SHAFT EL. 637.50 3' - 6" TIE (TYP) 3" CLR TO CLR 2" TYP CLR3"3' - 0" ø THEORETICAL BOTTOM OF SHAFT EL. 607.50 12" THICK CONCRETE SLAB 3'-0" x 3'-6" CONCRETE GRADE BEAM (TYP)CLR3"5' - 0"8"2' - 0"7' - 6" ±1 2 2 3 (12) #9 VERT 1/2" CONTINUOUS TIE @ 6" PITCH 3' - 0" ø CLR 3" T/RECESSED SLAB EL. 639.50 1' - 0"THEORETICAL SHAFT LENGTH = 25'-0"T/SHAFT EL. 638.50 TIE (TYP) 3" CLR TO CLR3"3' - 0" ø THEORETICAL BOTTOM OF SHAFT EL. 613.50 12" THICK CONCRETE SLAB 7' - 6" ±2' - 0"8"1 2 2 3 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:44 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB FOUNDATION AND SLAB DETAILS 77-S404 079 SCALE:3/4" = 1'-0"77-S111 77-S404 1 3- 0" Ø DRILLED SHAFT SECTION SCALE:3/4" = 1'-0"77-S111 77-S404 2 3- 0" Ø DRILLED SHAFT SECTION KEYNOTES:DENOTED BY SYMBOL X 1 ON-SITE CLAYEY SOIL OR LEAN CLAY 2 PROPERLY COMPACTED SELECT FILL (NON-EXPANSIVE) 3 FOUNDATION SUBGRADE SCARIFY, MOISTEN CONDITION AND RECOMPACT TO 95% RELATIVE DENSITY AS PRESCRIBED IN ASTM D698.REVDATEDESCRIPTIONBY 4 B A.7 3.3 3.8 4.2 B.2 B.5 18' - 8"31' - 2"77-S131 77-S405 2 77-S401 77-S405 3 CS8X5.79CS8X5.79CS8X5.79 CS8X5.79SPAN SPANSPAN D03 3000-127 (TYP) D03 3000-127 (TYP) EL. 641.50 T/CURB/GRATING EL. 641.50 T/PEDESTAL 2' - 6"8"14' - 4"8" 4' - 3 1/2"1' - 0"3' - 9"1' - 0"4' - 3 1/2" SPAN 6"8"4' - 10"1' - 0"3' - 6"3' - 7"10' - 3"1' - 0"4' - 8"8"6"3' - 0" 2' - 6"6"1' - 6"1' - 6"T/SLAB EL. 640.50 43.8 4.2 2' - 6"8"4' - 3 1/2"1' - 0"3' - 9"1' - 0"4' - 3 1/2"8"6" T/GROUT #4@12" (TYP) #4@12" (TYP) 6" WATERSTOP (TYP) SEE DETAIL D03 3000-127 #5@12" EW TOP AND BOTTOM #5@12" EW TOP AND BOTTOM GROUT, SLOPE TO LOW POINT (TYP) #4@12" (TYP)#4@12" (TYP) 2" AL GRATING (TYP) AL CS 8x5.79 (TYP) 3' -0" Ø DRILLED SHAFT (TYP), SEE DETAIL SUBGRADE, SEE DRAWING 77-S301 AT CHANNEL ENDS, CHANNEL TO CHANNEL CONNECTION (TYP), SEE DETAIL D05 5000-914 T/PEDESTAL GRATING AND FRAME (TYP), SEE DETAIL D03 5300-901 T/DRILLED SHAFT1' - 0"1' - 0"2" CLR3" CLR77-S404 2 77-S111 18' - 8" 2' - 4 1/2"5' - 0 1/2" EL. 639.64 EL. 638.502' - 0"#5 LAP SPLICE #5@12" EW TOP AND BOTTOM #5@12" EW TOP AND BOTTOM EL. 641.50 #5@12" 26" 42" 42" T/SLAB EL. 640.50 BA.7 B.2 B.5 6"8"4' - 8"1' - 0"10' - 3"3' - 7"3' - 6"1' - 0"4' - 10"8"6" SUBGRADE, SEE DRAWING 77-S301 4" WATERSTOP (TYP) SEE DETAIL D03 3000-102A #4@12" (TYP) #4@12" (TYP) 6" WATERSTOP (TYP) SEE DETAIL D03 3000-127 #4@12" (TYP)2" AL GRATING (TYP)AL CS 8x5.79 (TYP) AT CHANNEL ENDS, CHANNEL TO BEAM CONNECITON, SEE DETAIL D05 5000-914 GRATING AND FRAME (TYP), SEE DETAIL D03 5300-901 3' -0" Ø DRILLED SHAFT (TYP), SEE DETAIL #4@12" (TYP) 2" AL GRATING (TYP) T/DRILLED SHAFT 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" EL. 639.64 GROUT, SLOPE TO LOW POINT (TYP) AT CHANNEL ENDS, CHANNEL TO WALL CONNECITON, SEE DETAIL D05 5000-918 T/GROUT 1' - 0"1' - 0"2" CLR3" CLR77-S404 2 77-S111 #5@12" EW TOP AND BOTTOM #5@12" EW TOP AND BOTTOM 1' - 6"31' - 2"1' - 6" 6' - 4"5' - 10"7' - 2" EL. 639.50 1 12' - 0"CLR3"#5 LAP SPLICE #5 LAP SPLICE #5@12" 26" 42" 42"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 3:29:55 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB CONTAIMENT AREA DETAILS 77-S405 080 SCALE: PROJECT NORTH 3/8" = 1'-0"77-S405 1 CONTAINMENT PLAN DETAIL SCALE:1/2" = 1'-0"77-S131 77-S405 2 SECTION SCALE:1/2" = 1'-0"77-S401 77-S405 3 SECTION REVDATEDESCRIPTIONBY 8' - 6"1' - 6"6' - 6"1" FRP GRATING 77-S406 77-S406 5 1' - 1 3/4" 1/2" 2' - 0" 1/2" 2' - 0" 1/2" 2' - 0" 1/2" 1' - 1 3/4" 77-S406 77-S406 10 77-S406 77-S406 4 77-S406 77-S406 3 3' - 9 3/4" 4 1/2"4 1/2" 3' - 9 3/4" CLCL10' - 0" 4 1/4"4' - 9 3/4"4' - 10"4"CL 11 SST BEARING PLATE 1/4"x12"x1'0" (TOTAL 4)CLCL5' - 2"CLCL4"7 1/4"3' - 7 1/2"7 1/4"4"TOTE SCALE BEARING POINTS (TYP) 1 1/2" SST (TYPE 316) BAR GRATING TYPE W-19-4 (TOTAL 2 -UPPER & LOWER) SST BEARING PLATE 1/4"x12"x1'-9" (TOTAL 2) 77-S406 7 77-S406 T/SLAB EL. 640.50 1 1/2" SST (TYPE 316) BAR GRATING CL CL5' - 2" L2x2x1/4 SST ANGLE LEDGER (SUPPORTS GRATING AT SPAN) SST BRACE 11 6' - 1"4"4' - 6"4"11"77-S406 6 77-S406 77-S406 9 77-S406 T/SLAB EL. 640.506' - 1"4"4' - 6"4"11"CLCL10' - 0" 1 1/2" SST (TYPE 316) BAR GRATING NO BEARING PLATES REQ'D 1/4" SST BEARING PLATES (SEE PLAN) SST BRACE 1 1/2" SST (TYPE 316) BAR GRATING L2x2x1/4 SST ANGLE LEDGER (SUPPORTS GRATING AT SPAN) 12" CONCRETE SLAB 11 1 77-S406 8 77-S406 77-S406 9 77-S406 SIM 8"1' - 6" 1 1/2" SST (TYPE 316) BAR GRATING (TYPE W-19-4) 1/4" GUSSET PLATE AS SHOWN W/1/2" Ø SST BOLTS1 1/2"3"1 1/2"T/SLAB EL. 640.50 PULTRUDED FRP ANGLE ATTACH W/ 1/2" SST A325 BOLTS @ 24" OC MOLDED FIBERGLASS PAN 1" FRP GRATING 1' - 6"10"1"8 1/4"3/4"1x4 BASE FRAME T/SLAB EL. 640.50 8' - 6" 1x4 BASE FRAME OPENING CUT (TYP) 1" FRP GRATING 3"3"9"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"9"10"1"8 1/4"3/4"4"GAP 1/4" 1/4" GUSSET PLATE 1/2"Ø SST BOLTS 1 1/2" SST (TYPE 316) BAR GRATING (TYPE W-19-4) 11 7 1/2"MI N 1 "1 1/2"3"1 1/2"MIN1"8 1/2"8"1 1/2"3"1 1/2"1 1/4" GUSSET PLATE AS SHOWN W/1/2" Ø SST BOLTS1/2"x5"x0'-10" SST (TYPE 316) PLATE W/ (2) 9/16"Ø HOLES FOR 1/2" Ø WEDGE ANCHORS 5" CL 2 1/2"2 1/2"1 1/4"7 1/2"1 1/4"10"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:49 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB TOTE SUPPORT DETAILS 77-S406 081 SCALE: PROJECT NORTH 1/2" = 1'-0"77-S406 2 DRIP PAN PLANSCALE: PROJECT NORTH 1/2" = 1'-0"77-S406 1 TOTE STAND PLAN SCALE:1/2" = 1'-0"77-S406 77-S406 4 TOTE STAND SECTION SCALE:1/2" = 1'-0"77-S406 77-S406 3 TOTE STAND SECTION SCALE:NONE77-S406 11 TOTE STAND ISOMETRIC DETAIL KEYNOTES:DENOTED BY SYMBOL X 1 PALLET SUPPORT FABRICATED FROM SS HSS 4X4X1/4. WELD TUBES TOGETHER. SCALE:1 1/2" = 1'-0"77-S406 77-S406 8 DETAIL SCALE:1 1/2" = 1'-0"77-S406 77-S406 5 DRIP PAN SECTION SCALE:1 1/2" = 1'-0"77-S406 77-S406 10 DRIP PAN SECTION SCALE:1 1/2" = 1'-0"77-S406 77-S406 6 DETAIL SCALE:1 1/2" = 1'-0"77-S406 77-S406 9 DETAIL SCALE:1 1/2" = 1'-0"77-S406 77-S406 7 BASE PLATE REVDATEDESCRIPTIONBY 3.9 D 1' - 6"1' - 6"1' - 4" EL. 639.17 T/FTG8"1' - 4"1' - 0"HSS4X4X1/4 COLUMN FACE OF BRICK VENEER FACE OF FTG 12" CMU BLOCK 1' - 0"1' - 0"1' - 0"3' - 0"77-S407 77-S407 2 HSS 4x4x1/4 COLUMN 1 1/2" GROUT BASE PLATE 8"x8"x3/4"6"MINEMBEDA A SECTION A1 1/4"5 1/2"1 1/4"1 1/4" 5 1/2" 1 1/4"8"8"x8"x 3/4" PLATE HSS 4X4X1/4 COLUMN 8" 7/8" Ø BOLT HOLE (TYP) 1/4 HEAVY HEX NUT ON THREADED ROD STRIKE THREADS ONCE ASSEMBLED (TYP) LEVELING NUT (TYP) WASHER (TYP) T/FTG EL. 639.17 3/4"Ø CAST IN PLACE ANCHOR BOLTS (TYP) D T/FTG BRICK VENEER 8"1' - 4"1' - 0" 3' - 0"2"3"8" CMU BOND BEAM W/ (2) #5 CONT. #5@ 12" OC EW TOP AND BOTTOM #5@ 12" OC EW TOP AND BOTTOM EL. 639.17 1' - 0"1' - 4"4' - 0"1' - 4"6' - 0"1' - 0"1' - 0"4" 6"10"12' - 8"EL. 647.83 EL. 649.00 EL. 649.17 EL. 651.83 T/WALL T/GRATING T/STEEL BEARING BEARING INFORMATION, SEE DETAIL 77-S408 1 77-S401 3' - 4"W12X53 BEAM DOUBLE SOLDIER COURSE DOUBLE SOLDIER COURSE FDN DOWEL #5 @ 32" OC TO MATCH WALL VERTS 49" 12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. 8" CMU BOND BEAM W/ (2) #5 CONT. SIDE MOUNTED AL GUARDRAIL (TYP), SEE DETAILD05 5213-600 2" x 3/16" GALVANIZED STEEL GRATING SUBGRADE, SEE DRAWING 77-S301 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:50 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB STRUCTURAL DETAILS I 77-S407 082 SCALE:1" = 1'-0"77-S407 1 PLAN DETAIL SCALE:1 1/2" = 1'-0"77-S407 77-S407 2 COLUMN BASE DETAIL SCALE:1" = 1'-0"77-S402 77-S407 3 DETAIL @ RETAINING WALL REVDATEDESCRIPTIONBY CL WALL, ANCHOR BOLT AND PL LOCATE TYP WALL BAR IN CELL EACH SIDE OF BEAM, SEE DRAWINGS FOR BAR SIZE PLAN "A - A" B B (TYP) 1 1/2" 1/4 1/4 GROUT BEAM POCKET SOLID AFTER PLATFORM IS CONSTRUCTED SECTION "C - C" SECTION "B - B" CLCL 5"5" A A C C (4) #4 TIES 2" x 3/16" GALVANIZED STEEL GRATING PLATE 1" x 7" x 1'-1" GROUT POCKET SOLID AFTER ROOF IS INSTALLED (2) 3/4 DIA. ANCHOR BOLTS WITH LEVELING NUTS AND 12" EMBED. 1" NON-SHRINK GROUT (4) #4 TIES 24" 7" (2) #5 x 4'-0"4"4"GROUT BEAM POCKET SOLID AFTER PLATFORM IS CONSTRUCTED W12X53 PLATFORM BEAM W12X53 PLATFORM BEAM W12X53 PLATFORM BEAM 24" 7" 1/4 1/4 CLR.2"8" BOND BEAM W/ (2) #5 CONT. BARS 5"5" CL CL NOTCH BOTTOM FLANGE AS REQUIRED TO CLEAR ANCHOR BOLTS 1/4" STIFFENER PLATE GAP 1" 2" x 3/16" GALVANIZED STEEL GRATING 1/4TYP 3.9 D RETAINING WALL FOOTING HSS4X4X1/4 COLUMN 2 3/8"1' - 4"1" 2 3/8" 1' - 2 5/8" 1' - 5"3' - 0"7"1' - 6"11"8 5/8"4 3/4"4 5/8"ARCHITECTURAL PRECAST CONCRETE COPING 3/8" PREFORMED JOINT FILLER (PLACE CAULK ON TOP) A A SECTION A W16X40 BEAM HSS 4x4x1/4 COLUMN HEAVY HEX NUT (TYP) 11"x7"x 1/2" PLATE WASHER (TYP) 3/4"Ø A325 BOLTS (TYP) W16X40 BEAM HSS 4x4x1/4 COLUMN1 3/4"3 1/2"1 3/4"1 3/4" 7 1/2" 1 3/4" 7/8" Ø BOLT HOLE (TYP) 11"x7"x 1/2" PLATE 1/4 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:51 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB STRUCTURAL DETAILS II 77-S408 083 SCALE:1 1/2" = 1'-0"77-S401 77-S408 1 PLATFORM BEAM TO CMU WALL BEARING DETAIL SCALE:1 1/2" = 1'-0"77-S401 77-S408 3 COLUMN PENETRATION DETAIL AT ARCHITECTURAL PRECAST CONCRETE COPING SCALE:1 1/2" = 1'-0"77-S141 77-S408 2 COLUMN CONNECTION DETAIL REVDATEDESCRIPTIONBY T/SLAB EL. 640.5067° ± 3' - 11 3/4" ± W12X53 (TYP)8' - 8"9 EQUAL RISERS(TYP) 1"3' - 4"MAX SPACING (TYP)5' - 0"EL. 649.17 EL. 649.00 T/GRATING T/STEEL 2" x 3/16" GALVANIZED STEEL GRATING COPED CONNECTION, SEE DETAIL D05 5000-914 (SIM) GAP 1/4" 2" x 6"x 3' -5 3/8" GALVANIZED STEEL GRATING 1 1/2"Ø AL HANDRAIL (TYP) C10x15.3 GALVANIZED STEEL STAIR STRINGER PREFAB GALVANIZED STEEL TREAD PLATE 6"x1 3/4"x3'-0" (TYP) (TYP) 1" D05 5100-119(SIM) D05 5100-119 (TYP) GALVANIZED STEEL ANGLE L 4X4X3/8X6 (F.S.) W/ (2) 1/2"Ø SS WEDGE ANCHORS & (2) 1/2"Ø SS MACHINE BOLTS (TYP BOTH STRINGERS) TYP TYP T/WALL EL. 660.50 C ELEVATION 8" CMU BOND BEAM W/ (2) #5 CONT. EL. 658.67 T/STEEL 1/8" / 1'-0" 1/4" / 1'-0" 1' - 0"8" 1' - 8"1' - 4"DOUBLE SOLDIER COURSE 1/2" MAX EL. 657.17 BEARING A A GROUT BEAM POCKET SOLID AFTER ROOF IS INSTALLED W16X40 ROOF BEAM 24" 7"(4) #4 TIES @ 3"± 12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. PLATE 1" x 7" x 1'-1" (BEVELED) 1" NON-SHRINK GROUT (2) 3/4 Ø ANCHOR BOLTS WITH LEVELING NUTS AND 12" EMBED. (2) #5 x 4'-0" LONG 1 1/2" TYPE B METAL DECK ARCHITECTURAL PRECAST CONCRETE COPING SINGLE-PLY ROOFING 4" RIGID BOARD INSULATION 1/4 1/4 BRICK VENEER 2" RIGID BOARD INSULATION W/2" AIR SPACE STANDING SEAM METAL ROOFING 1 1/2" TYPE B METAL DECK PL 3/8" x 14" x 13 1/2" EACH SIDE (SEE SPLICE PLATE DETAIL) 3/4 Ø A325 BOLTS (TYP) D07 4113-001 D07 7100-006 FLUID APPLIED AIR/VAPOR BARRIER MAX 1/2" 8"1' - 0" 1' - 2"6"TYP1 1/2"CUT FACE SHELLS AS REQUIRED CL CMU, ANCHOR BOLTS AND BEARING PLATE W16X40 ROOF BEAM (TYP) BRICK VENEER PLAN "A - A" 2" RIGID INSULATION W/ 2" AIR SPACE 12" CMU W/ #5 @ 32" VERTS IN GROUTED CELLS AND HORIZ JOINT REINF. @ 16" OC. PL 1" x 7" x 1' -1" W/(2) 3/4Ø x 1' -4" ANCHOR BOLTS 3/4Ø A325 BOLTS (TYP) PL 3/8" x 14"x 13 1/2" EACH SIDE (SEE SPLACE PLATE DETAIL) 24" 7" (4) #4 TIES @ 3"± 1/4 1/4 GROUT BEAM POCKET SOLID AFTER ROOF IS INSTALLED FLUID APPLIED AIR/VAPOR BARRIER SPLICE PLATE DETAIL 1' - 2"1' - 1 1/2"7/8"Ø BOLT HOLE (TYP)1 1/2"3 1/2"3 1/2"3 1/2"1 1/2"1 1/2" 3 1/2" 4" 3 1/2" 1 1/2" PL 3/8" x 14" x 13 1/2" Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:52 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB STRUCTURAL DETAILS III 77-S409 084 SCALE:3/4" = 1'-0"77-S131 77-S409 1 SECTION SCALE:1 1/2" = 1'-0"77-S402 77-S409 2 ROOF BEAM SPLICE DETAIL REVDATEDESCRIPTIONBY NELSON HEADED CONC ANCHOR H4L 3/8 x 3 1/8" @ 24" @ OC. DRILL A 1 1/2" DIA x 4" DEEP HOLE TO ANCHOR WELDED STUD IN CONCRETE AS SHOWN. 2"4" CL ANCHOR FACE OF CONCRETE FOOTING ARMOR ANGLE L6x3 1/2x5/16" x VARIES GALVANIZED AFTER FABRICATION (SEE PLAN VIEW) FINISHED FLOOR EL: 640.50 6" DOOR 100A 6"5 @ 24" OC = 10' - 0"6" NELSON H4L HEADED CONCRETE ANCHOR (TYP)2"6"11' - 0" GROUT VENT 1/2"Ø HOLE AS SHOWN (TOTAL OF 3) 77-S131 77-S410 1 77-S131 77-S410 1 DOOR 100B 6"1' - 0"3 @ 24" OC = 6' - 0"1' - 0"6" NELSON H4L HEADED CONCRETE ANCHOR (TYP)2"6"9' - 0" GROUT VENT 1/2"Ø HOLE AS SHOWN (TOTAL OF 3) 12" FIRST COURSE HORIZONTAL JOINT REINFORCEMENT, PREFAB CORNER SECTION #5 VERT REINF BARS @ CORNER JUMBO BRICK NOTES: 1.INTERSECTING WALL CMU BLOCKS SHALL BE INTERLOCKED WITH INTERSECTED CMU WALL, UNLESS SPECIFICALLY NOTED AS A CONTROL OR EXPANSION JOINT. 2.AT CONTRACTOR'S OPTION, IN LIEU OF INTERLOCKING CMU COURSING, REMOVE WEB AND FACE SHELL AT INTERFACE AND GROUT MONOLITHICALLY. 12" SECOND COURSE Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:53 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB STRUCTURAL DETAILS IV 77-S410 085 SCALE:3" = 1'-0"77-S131 77-S410 1 ARMOR ANGLE @ ROLLUP DOOR SECTION SCALE:1" = 1'-0"77-S410 2 ARMOR ANGLE @ ROLLUP DOOR PLAN DETAIL 77-S409 SCALE:1 1/2" = 1'-0"77-S131 77-S410 3 CMU WALL CORNER REINFORCEMENT DETAIL REVDATEDESCRIPTIONBY CL WALL, ANCHOR BOLT AND PL LOCATE TYP WALL BAR IN CELL EACH SIDE OF BEAM, SEE DRAWINGS FOR BAR SIZE PLAN "A - A" B B (TYP) 1 1/2" 1/4 1/4 GROUT BEAM POCKET SOLID AFTER ROOF IS INSTALLED SECTION "C - C" SECTION "B - B" CLCL 5"5" A A C C (4) #4 TIES LEDGER ANGLE METAL ROOD DECK PLATE 1" x 7" x 1'-1" GROUT POCKET SOLID AFTER ROOF IS INSTALLED (2) 3/4 Ø ANCHOR BOLTS WITH LEVELING NUTS AND 12" EMBED. 1" NON-SHRINK GROUT (4) #4 TIES 24" 7" (2) #5 x 4'-0"5"4"GROUT POCKET SOLID AFTER ROOF IS INSTALLED W16X40 ROOF BEAM W16X40 ROOF BEAM W16X40 ROOF BEAM LEDGER ANGLE 24" 7" 1/4 1/4 CLR.1"8" BOND BEAM W/ (2) #5 CONT. BARS 5"5" CL CL Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:54 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB STRUCTURAL DETAILS V 77-S411 086 SCALE:1 1/2" = 1'-0"77-S141 77-S411 1 ROOF BEAM TO CMU WALL BEARING DETAIL REVDATEDESCRIPTIONBY HARDWARE: SET 1 -KEYED LOCKSET, PANIC BAR, CLOSER SET 2 -KEYED LOCKSET, PANIC BAR, CLOSER, REMOVABLE KEYED MULLION SET 3 -SLIDE LATCH W/ LOCK NOTES: 1. ALL HARDWARE TO BE LEVER ACTION W/ SATIN CHROME FINISH (626/US26D). 2. ALL CLOSERS TO MEET ADA REQUIREMENTS. 3. REFER TO STANDARD DETAILS FOR DOOR & FRAME TYPE. 4. REFER TO DOOR HARDWARE SCHEDULE IN SPECIFICATIONS FOR ADDITIONAL INFO. FINISH LEGEND: FLOOR FINISH F1 -SEALED CONCRETE WALL FINISH W1 -EPOXY PAINT OVER GYP BOARD W2 -EPOXY PAINT BASE FINISH B1 -RUBBER BASE CEILING FINISH C1 -OPEN TO STRUCTURE ABOVE GENERAL FINISH NOTES: 1. ALL PAINTS TO MEET VOC LIMITS, PER SPECIFICATION. 2. ALL SEALANTS TO MEET VOC LIMITS, PER SPECIFICATION. 3. SUBMIT ALL COLOR SAMPLES TO OWNER/PROJECT MANAGER FOR FINAL APPROVAL, TYP ALL FINISHES.Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:55 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 JGS EGB SCHEDULES 77-S501 087 FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR WALL BASE CEILING CLG. HEIGHT REMARKSNORTH EAST SOUTH WEST 100 DEWATERING ROOM F1 W2 W2 W2 W2 B1 C1 18' - 0" 101 ELECTRICAL ROOM F1 W1 W2 W2 W2 B1 C1 18' - 0" WINDOW SCHEDULE WINDOW NO.WINDOW SIZE WINDOW NO. WINDOW DETAIL WINDOW MAT'L FRAME MAT'L SILL DETAIL HEAD DETAIL JAMB DETAIL COMMENTS 101A 4'-0" x 4'-0" D08/4313-500A TYPE A ALUM D08/4313-607 D08/4313-601 D08/4313-604 101B 4'-0" x 4'-0" D08/4313-500A TYPE A ALUM D08/4313-607 D08/4313-601 D08/4313-604 DOOR SCHEDULE DOOR NO. DOOR SIZE DOOR TYPE DOOR DETAIL DOOR MAT'L FRAME MAT'L HARDWARE SILL DETAIL HEAD DETAIL JAMB DETAIL COMMENTS 100A 10'-0" x 14'-0" OHD TYPE C D08/3323-100C MTL MTL SET 3 D08/3323-306 D08/3323-308 D08/3323-307 100B 12'-0" x 12'-0" OHD TYPE C D08/3323-100C MTL MTL SET 3 D08/3323-306 D08/3323-308 D08/3323-307 100C 3'-0" x 7'-0" TYPE B D08/1613-100B FRP FRP SET 1 D08/7100-206 D08/1613-201 D08/1613-204 100D 3'-0" x 7'-0" TYPE B D08/1613-100B FRP FRP SET 1 D08/7100-206 D08/1613-201 D08/1613-204 101A 7'-0" X 8'-0" W/ 7'-0" x 2'-0" REMOVABLE TRANSOM TYPE G D08/1613-100G FRP FRP SET 1 D08/7100-206 D08/1613-201 D08/1613-204 101B 3'-0" x 7'-0" TYPE B D08/1613-100B FRP FRP SET 1 D08/7100-206 D08/1613-201 D08/1613-204 101C 3'-0" x 7'-0" TYPE A D08/1613-100A FRP FRP SET 1 D08/7100-216 D08/1613-200 D08/1613-203 101D 3'-0" x 7'-0" TYPE A D08/1613-100A FRP FRP SET 1 D08/7100-216 D08/1613-200 D08/1613-203 LINTEL SCHEDULE MARK WALL THICKNESS DESCRIPTION END BEARING OR BEARING PLATE BEARING ELEVATION REMARKS LB1 1' - 8" 16" DEEP CMU W/(2) #5 BARS & L7X4X3/8" SLV, W/5/16"X1'-7" PLATE 0' - 8" SEE ELEVATION 2/77-S201 & 1/77-202 SEE DETAIL D08/1613-201 LB2 1' - 8" 16" DEEP CMU W/ W8X15 & L7X4X3/8" SLV, W/5/16"X1'-7" PLATE 0' - 8" SEE ELEVATION 1/77-S201 & 2/77-S201 SEE DETAIL D08/3323-308 LB3 1' - 8" 16" DEEP CMU W/(2) #5 BARS & L7X4X3/8" SLV, W/5/16"X1'-7" PLATE 0' - 8" SEE ELEVATION 1/77-S202 SEE DETAIL D08/1613-201 LB4 1' - 0" 16" DEEP CMU W/(2) #5 BARS & 5/16 X 0'-9" PLATE 0' - 8" EL. 647.83 SEE DETAIL D08/1613-200 LB5 1' - 0" 16" DEEP CMU W/ (2) #5 BARS 0' - 8" EL. 647.83 SEE DETAIL D08/4313-601 LB6 1' - 8" 16" DEEP CMU W/ (2) #5 BARS 1' - 2" SEE ELEVATION 2/77-S202 SEE DETAIL D08/4313-600 (SIM.)REVDATEDESCRIPTIONBY 77-M131 77-M301 1 77-M131 77-M301 1 77-M131 77-M301 2 77-M131 77-M301 2 77-M131 77-M302 1 77-M131 77-M302 1 DUMPSTER CONVEYANCE SYSTEM (TYP OF 2) INCLINE SCREW CONVEYOR DUMPSTER TYP OF 2 BFP HYDRAULIC UNITFUTURE BFP HYDRAULIC UNIT FUTURE BELT FILTER PRESS 77-M132 1 77-M131 77-M131 77-M302 2 77-M131 77-M302 2 77BFP0277BFP03 GANTRY CRANE BELT FILTER PRESS 77HU01 77HU02 77HU03 BFP HYDRAULIC UNIT POLYMER INJECTION POLYMER INJECTION 3' - 8"37' - 9 1/2" FROM TRP #3 FROM TRP #1 FROM TRP #2 77SC01 HORIZONTAL SCREW CONVEYOR INCLINE SCREW CONVEYOR CL 7' - 1" 77-M131 77-M303 1 77-M131 77-M303 1 3829 SF DEWATERING ROOM 100 547 SF ELECTRICAL ROOM 101 CL CL 36' - 10"18' - 8"24' - 6"CLCL9' - 7"10' - 5"EYEWASH AND SAFETY SHOWER POLYMER INJECTION BELT FILTER PRESS 77SC03 77BFP01 77G01 SLIDE GATE 6" W2 SEE SITE CIVIL FOR CONTINUATION INSTALL 120 V, 15' LIFT, EXTRA POWER CHORD 1 SPEED SINGLE PHASE- YALE 1/2 TON ELECTRIC CHAIN HOIST WITH GANTRY CRANE Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:23:52 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB SAC PROCESS MECHANICAL PLAN 77-M131 088 SCALE: PROJECT NORTH 3/16" = 1'-0"77-M131 1 PROCESS MECHANICAL PLAN REVDATEDESCRIPTIONBY 77-M132 77-M132 2 77-M132 77-M132 3 77-M132 77-M132 4 BELOW SLAB TO INJECTION POINTS FUTURE POLYMER BLEND UNIT 77PLY03 77PLY02 77PLY01 POLYMER BLEND UNIT POLYMER BLEND UNIT 2" V330 2" V3302" V330 2" V3302" V330 1 1/2" POL 1 1/2" POL 1 1/2" POL 1.5" V330 FRP FABRICATED DRIP PAN STAINLESS STEEL FABRICATED TOTE STAND POLYMER TOTES (TYP OF 4) 1.5"ø POLY (FLEXIBLE HOSE) PROTECTED WITH SLAB MOUNTED 3-CHANNEL PROTECTOR SYSTEM (TYP OF 6) 77-M133 1 77-M132 2"ø W2 CAP END FOR FUTURE UNIT 3"ø W2 T/SLAB EL. 640.50 DILUTION WATER FROM CHEMICAL STORAGE TOTES 77PLY01 77PLY02 77PLY03 POLYMER BLEND UNIT POLYMER BLEND UNIT 2" V330 (TYP OF 8) FUTURE POLYMER BLEND UNIT 1 1/2" POL 1"ø W2 TO CHEMICAL INJECTION POINTS 1 1/2" POL1 1/2" POL1 1/2" POL TRANSITION TO FLEXIBLE TUBING (TYP), SEE DETAIL D40 2339-008 CAP END FOR FUTURE UNIT CAP END FOR FUTURE UNIT 1" POL CAP END FOR FUTURE UNIT 2" POL 2" POL 2" POL 2" POL2" POL2" POL 3"ø W2 T/SLAB EL. 640.50 POLYMER TOTES (TYP OF 4) 9' - 8" STAINLESS STEEL FABRICATED TOTE STAND 1.5"ø POLY (FLEXIBLE HOSE) PROTECT WITH SLAB MOUNTED 3- CHANNEL PROTECTOR SYSTEM FRP FABRICATED CONTAINMENT PALLET SCALETRON SCALE (TYP OF 2)5' - 9"1.5" V330 1.5" V330 1.5" V3301.5" V330 1.5" V3301.5" V330 FRP FABRICATED DRIP PAN 1.5"ø POLY (FLEXIBLE HOSE) PROTECT WITH SLAB MOUNTED 3-CHANNEL PROTECTOR SYSTEM SCALETRON SCALE (TYP OF 2) 1.5"ø POLY (FLEXIBLE HOSE) POLYMER TOTES (TYP OF 4) Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:23:58 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE ENLARGED PLAN - CHEMICAL FEED SYSTEM 77-M132 089 SCALE: PROJECT NORTH 3/8" = 1'-0"77-M132 1 ENLARGED CHEMICAL FEED SYSTEM PLAN SCALE:3/4" = 1'-0"77-M132 77-M132 2 SECTION SCALE:3/4" = 1'-0"77-M132 77-M132 3 SECTION SCALE:3/4" = 1'-0"77-M132 77-M132 4 SECTION REVDATEDESCRIPTIONBY 77-M133 77-M133 2 77-M133 77-M133 2 HYDRO- PNEUMATIC TANK BOOSTER PUMP SYSTEM TO BELT FILTER PRESS 77TNK01 4" V510 6" V510 (TYP OF 4) 3" PRESSURE REDUCING VALVE 3" V510 T/SLAB EL. 640.50 HYDRO- PNEUMATIC TANK BOOSTER PUMP SYSTEM 77TNK01 4" V510 6" V510 (TYP OF 4) TO CHEMICAL FEED PUMPS 3" W2 TO BELT FILTER PRESS 3" PRESSURE REDUCING VALVE 3" V510 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:00 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE ENLARGED PLAN - BOOSTER PUMP SYSTEM 77-M133 090 SCALE: PROJECT NORTH 3/4" = 1'-0"77-M133 1 ENLARGED BOOSTER PUMP STATION SCALE:3/4" = 1'-0"77-M133 77-M133 2 SECTION REVDATEDESCRIPTIONBY CLCLCL13' - 2"29' - 0"25' - 3"12' - 7" 13' - 4"26' - 10"26' - 10"13' - 0" 77UH02 77UH01 77EF01 77EF02 77EF03 CL 20' - 0" CL 20' - 0"CL10' - 0"77-M181 77-M181 3 77-M181 77-M181 3 77SF01 77SF02 77SF03 77-M181 77-M181 2 77-M181 77-M181 2 4' - 0"4' - 0"3829 SF DEWATERING ROOM 100 547 SF ELECTRICAL ROOM 101 18' - 0"77UH03 77UH04 16"x12"16"x10"16"x16" 77RTU01 SUPPLY RETURN 77S01 320 77S01 320 77S01 320 77S01 320 77S01 320 2' - 6" 7' - 4"8' - 0"T T T T TTT T T T/SLAB EL. 640.50 T/WALL EL. 660.50 77S01 320 77S01 320 77S01 320 77S01 320 77S01 320 10' - 0"10' - 0"77R01 1600 77RTU01 12"x16"16"x16" 24"x12" 16"x16" 10"x16" T/SLAB EL. 640.50 T/WALL EL. 660.50 77R01 1600 16"x16" 16"x16" 77S01 320 77RTU01 10' - 0"10' - 0"Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:02 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 BCR GJE HVAC PLAN 77-M181 091 SCALE: PROJECT NORTH 3/16" = 1'-0"77-M181 1 HVAC PLAN SCALE:1/4" = 1'-0"77-M181 77-M181 2 SECTION SCALE:1/4" = 1'-0"77-M181 77-M181 3 SECTION NOTES: 1. SEE SPECIFICATION SECTION 23 09 13 FOR HVAC CONTROL DESCRIPTIONS.REVDATEDESCRIPTIONBY AIRFLOW SCHEMATIC 5000 CFM 77EF01 77EF02 77EF03 7.5kW 405 CFM 77UH02 7.5kW 590 CFM 77UH015000 CFM 77SF01 5000 CFM 77SF02 5000 CFM 77SF03 5000 CFM 5000 CFM 5kW 405 CFM 77UH04 5kW 405 CFM 77UH03 1600 CFM 320 CFM 320 CFM 320 CFM 320 CFM 320 CFM 77RTU01 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:40 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 BCR GJE HVAC EQUIPMENT SCHEDULES AND SCHEMATIC 77-M581 092 FAN SCHEDULE MARK AREA SERVED MANUFACTURER TYPE MODEL AIRFLOW (SCFM) E.S.P. ("- W.C.)DRIVE RPM ELECTRICAL DATA CONTROLS MOUNTING SOUND LEVEL (SONES) WEIGHT (lbs)ACCESSORIES NOTES MOTOR HP (KW)VOLTAGE PH 77EF01 DEWATERING ROOM GREENHECK EXHAUST GB-220 5000 0.25 BELT 716 1.0 208 3 THERMOSTAT WITH MANUAL OVERRIDE ROOF 15.2 122 1, 2, 3, 4 77EF02 DEWATERING ROOM GREENHECK EXHAUST GB-220 5000 0.25 BELT 716 1.0 208 3 THERMOSTAT WITH MANUAL OVERRIDE ROOF 15.2 122 1, 2, 3, 4 77EF03 DEWATERING ROOM GREENHECK EXHAUST GB-220 5000 0.25 BELT 716 1.0 208 3 THERMOSTAT WITH MANUAL OVERRIDE ROOF 15.2 122 1, 2, 3, 4 77SF01 DEWATERING ROOM GREENHECK SUPPLY SBS-3H24 5000 0.5 BELT 1331 1.5 208 3 INTERLOCKED WITH 77EF01 3'-0" AFF 24 250 1, 2, 3 77SF02 DEWATERING ROOM GREENHECK SUPPLY SBS-3H24 5000 0.5 BELT 1331 1.5 208 3 INTERLOCKED WITH 77EF02 3'-0" AFF 24 250 1, 2, 3 77SF03 DEWATERING ROOM GREENHECK SUPPLY SBS-3H24 5000 0.5 BELT 1331 1.5 208 3 INTERLOCKED WITH 77EF03 3'-0" AFF 24 250 1, 2, 3 UNIT HEATER - ELECTRIC OR GAS SCHEDULE MARK AREA SERVED MANUFACTURER TYPE MODEL HEATING DATA CFM TEMP RISE (°F) ELECTRICAL DATA MOUNTING HT AFF ACCESSORIES NOTESKW V PH FLA MCA MOCP 77UH01 DEWATERING ROOM CHROMALOX WASHDOWN, CORROSION RESISTANT HD3D-1750 7.5 590 37 480 3 9 8' - 0" 1 1 77UH02 DEWATERING ROOM CHROMALOX WASHDOWN, CORROSION RESISTANT HD3D-1750 7.5 590 37 480 3 9 8' - 0" 1 1 77UH03 DEWATERING ROOM CHROMALOX WASHDOWN, CORROSION RESISTANT HD3D-1500 5.0 405 40 480 3 6 14' - 0" 1 2 77UH04 DEWATERING ROOM CHROMALOX WASHDOWN, CORROSION RESISTANT HD3D-1500 5.0 405 40 480 3 6 14' - 0" 1 2 AIR HANDLER SCHEDULE MARK AREA SERVED MANUFACTURER MODEL DESCRIPTION NOMINAL TONS AIR FLOW (SCFM) O.S.A. (SCFM)SEER E.S.P. ("- W.C.) COOLING DATA HEATING DATA ELECTRICAL DATA WEIGHT (lbs)ACCESSORIES NOTES TEMPERATURES (°F) CAPACITY (BTU/HR)AUXILIARY HEAT (KW) SYSTEM KW V PH MCA MOCPAMB EDB EWB TOTAL SENSIBLE 77RTU01 ELECTRICAL ROOM TRANE THC047 PACKAGE COOLING UNIT 4 1600 0 17.5 0.5 105 80 67 45.4 33.6 6 4.23 460 3 14.9 20 930 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 1 DIFFUSER & GRILLE SCHEDULE MARK AREA SERVED MANUFACTURER MODEL DESCRIPTION SIZE (IN) ACCESSORIES NOTESWIDTH HEIGHT 77R01 ELECTRICAL ROOM TITUS 50F EGGCRATE STYLE RETURN GRILLE 20 20 77S01 ELECTRICAL ROOM TITUS 272FL DOUBLE THROW DOUBLE DEFLECTION SUPPLY GRILLE 10 10 1 ACCESSORIES: 1.PROVIDE WITH COMPARATIVE ENTHALPY, 0-100% ECONOMIZER WITH POWERED RELIEF. 2 RETURN AIR SMOKE DETECTOR. 3.PROVIDE WITH LOW AMBIENT KIT TO PROVIDE COOLING WHEN OUTDOOR TEMPERATURE IS 0 DEGREES FAHRENHEIT. 4.PROVIDE UNIT WITH DEHUMIDIFICATION OPTION (HOT-GAS REHEAT). 5.SET OF FILTERS. 6.HAIL GUARDS. 7.ROOF CURB. 8.HINGED ACCESS DOORS. 9.PROGRAMMABLE THERMOSTAT. 10.HUMIDITY SENSOR. 11.MICROPROCESSOR CONTROLS. NOTES: 1.UNIT SHALL BE DOWNFLOW DISCHARGE TYPE. ACCESSORIES: 1.STANDARD WIRE DISCONNECT. 2.PROVIDE WITH GREENHECK MODEL VCD-34 INSULATED LOW LEAKAGE DAMPER. 3.BIRDSCREEN. 4.ROOF CURB. ACCESSORIES: 1.STANDARD WIRE DISCONNECT. NOTES: 1.MOUNTED FOR HORIZONTAL DISCHARGE. 2.MOUNTED FOR VERTICAL (DOWN) DISCHARGE. ACCESSORIES: 1.OPPOSED BLADE DAMPER.REVDATEDESCRIPTIONBY 77-M191 77-M191 2 77-M191 77-M191 2 77EWS01 77TMV01 77WH01 CL CL 4' - 6" CL 27' - 8" 77HB01 77HB01 77HB01 77HB0177HB01 77HB02 77CO01 77RPZ01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD02 T/SLAB EL. 640.50 77EWS01 77TMV01 77WH01 1 1/2" TEMPERED WATER 1 1/2" HOT WATER 1 1/2" W1 EXPANSION TANK TO HOSE BIBS PRESSURE GAUGE, (TYP OF 2) 77RPZ01 2" W1 77FD02 77FD01 1 1/2" HOT WATER 1 1/2" W1 1 1/2" TEMPERED WATER 77TMV01 77EWS01 77WH01 EXPANSION TANK 77RPZ01PRESSURE GAUGE, TYP 2" W1 77FD02 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:12 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE PIPING PLAN 77-M191 093 SCALE: PROJECT NORTH 3/16" = 1'-0"77-M191 1 PIPING PLAN SCALE:1/2" = 1'-0"77-M191 77-M191 2 SECTION SCALE:NONE77-M191 4 PIPING ISOMETRIC PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL NOTES/ACCESSORIES 77CO01 FLOOR CLEAN OUT WADE 8200 4" OUTLET, HEAVY DUTY DUCTILE IRON STRAINER 77EWS01 BARRIER-FREE DRENCH SHOWER AND EYE/FACE WASH UNIT GUARDIAN G1950HFC DUST COVER 77FD01 FLOOR DRAIN WADE 1100-TS 7" HEAVY DUTY DUCTILE IRON STRAINER 77FD02 FLOOR DRAIN WADE 1100-TS 7" HEAVY DUTY DUCTILE IRON STRAINER W/ FUNNEL 77HB01 ANTI-SIPHON HOSE BIB ARROWHEAD 363LF 77HB02 ANTI-SIPHON FROST-PROOF HOSE BIB ARROWHEAD SERIES 420LF 77RPZ01 REDUCED PRESSURE ZONE ASSEMBLY WATTS LF009 2", FOR POTABLE WATER USE 77TMV01 THERMOSTATIC MIXING VALVE BRADLEY CORPORATION S19-2200 1" INLET CONNECTION, COLD WATER BYPASS, DIAL GAUGE, INLET SHUTOFF VALVES 77WH01 HEAVY DUTY ELECTRIC WATER HEATER MARATHON MHD105238 105 GALLON CAPACITY, WATTS PLT20 EXPANSION TANK, BRASS DRAIN VALVE, T&P VALVE. 208 VOLT, 3800 WATT ELEMENTS, 20.5 GPH RECOVERY AT 90°F.REVDATEDESCRIPTIONBY TO PROPOSED MANHOLE. SEE SITE CIVIL 77-M192 77-M192 3 77-M192 77-M192 3 CLCL11' - 8"5' - 8"7' - 2"7' - 2" 2' - 4"2' - 0" 7' - 2"7' - 2" 2' - 4"2' - 0" 7' - 2"7' - 2"11' - 0"CL14' - 5"14' - 5"77-M192 77-M192 4 77-M192 77-M192 4 77CO01 CL 12" PD 12" PD 4" PD 4" PD 77FD01 77FD01 4" PD 77FD01 4" PD 77FD01 4" PD 77FD01 77FD01 77FD01 77FD01 77FD01 77FD02 77FD01 77FD01 12" PD 12" PD 4" PD 4" PD 4" PD 4" PD 4' - 10 3/4"1' - 7 1/4"TO PROPOSED MANHOLE. SEE SITE CIVIL 4" FLOOR CLEANOUT CAP DRAIN LINE AT FLOOR FOR FUTURE FILTER PRESSES 77CO01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD01 77FD02 77FD01 77FD01 77FD01 77FD01 12" PD 4" PD 4" PD 12" PD 4" PD4" PD 4" PD 4" PD T/SLAB EL. 640.50 7' - 2"14' - 6"7' - 2" 7' - 3"7' - 3" 12" PD 12" PD T/SLAB EL. 640.50 CL 6' - 10" 77CO01 TO PROPOSED MANHOLE. SEE SITE CIVIL T/DRILLED SHAFT EL. 637.50 12" PD 77FD01 4" PD 77FD01 4" PD12" PD 4" PD Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:20 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE PLUMBING PLAN 77-M192 094 SCALE: PROJECT NORTH 3/16" = 1'-0"77-M192 1 PLUMBING PLAN SCALE:NONE77-M192 2 PLUMBING ISOMETRIC SCALE:1/4" = 1'-0"77-M192 77-M192 3 SECTION SCALE:1/4" = 1'-0"77-M192 77-M192 4 SECTION REVDATEDESCRIPTIONBY LSYSTEM C LSYSTEM CT/SLAB EL. 640.50 T/WALL EL. 660.50 BELT FILTER PRESS INCLINE SCREW CONVEYOR INCLINE SCREW CONVEYOR BFP HYDRAULIC UNIT77HU01 77C02 77C01 CONVEYOR SYSTEM CONVEYOR SYSTEM CL10' - 10" 77SC03 GANTRY CRANE 7' - 2"2' - 4 1/16" 6" TR 6" TR HORIZONTAL SCREW CONVEYOR 77SC01 3829 SF DEWATERING ROOM 100 77BFP01 12" PD 4" PD T/SLAB EL. 640.50 T/WALL EL. 660.50 INCLINE SCREW CONVEYOR BELT FILTER PRESS GANTRY CRANE FUTURE BELT FILTER PRESS POLYMER TOTES (TYP OF 4) 77BFP03 77BFP02 BELT FILTER PRESS INCLINE SCREW CONVEYOR 77SC01 HORIZONTAL SCREW CONVEYOR FROM THICKENED RESIDUAL PUMP STATION POLYMER BLEND UNIT 77PLY01 77SC03 6" TR 6" TR 6" TR 6" TR 6" TR 547 SF ELECTRICAL ROOM 101 3829 SF DEWATERING ROOM 100 77BFP01 EL. 632.65 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:28 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE PROCESS MECHANICAL SECTIONS I 77-M301 095 SCALE:1/4" = 1'-0"77-M131 77-M301 1 SECTION SCALE:1/4" = 1'-0"77-M131 77-M301 2 SECTION REVDATEDESCRIPTIONBY LSYSTEM CLSYSTEM C T/SLAB EL. 640.50 T/WALL EL. 660.50 77BFP02 77BFP03 BELT FILTER PRESS FUTURE BELT FILTER PRESS POLYMER TOTES (TYP OF 4) FROM THICKENED RESIDUALS PUMP STATION HYDRO- PNEUMATIC TANK BOOSTER PUMP SYSTEM INCLINE SCREW CONVEYOR CL7' - 1" INCLINE SCREW CONVEYOR HORIZONTAL SCREW CONVEYOR 77SC01 GANTRY CRANE BELT FILTER PRESS 6" TR 6" TR 6" TR 6" TR 6" TR 77TNK01 FUTURE POLYMER BLEND UNIT 77SC03 T/DRILLED SHAFT EL. 637.50 77BFP01 T/SLAB EL. 640.50 T/WALL EL. 660.50 INCLINE SCREW CONVEYOR 77G01 CL 10' - 10" HORIZONTAL SCREW CONVEYOR SLIDE GATE CONVEYOR SYSTEM CONVEYOR SYSTEM 77C0277C01 77SC03 GANTRY CRANE BELT FILTER PRESSBFP HYDRAULIC UNIT 77HU01 POLYMER INJECTION 8' - 2"CL 6" TR T/DRILLED SHAFT EL. 637.50 3829 SF DEWATERING ROOM 100 POLYMER INJECTION 77BFP01 12" PD 4" PD Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:35 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE PROCESS MECHANICAL SECTIONS II 77-M302 096 SCALE:1/4" = 1'-0"77-M131 77-M302 2 SECTION SCALE:1/4" = 1'-0"77-M131 77-M302 1 SECTION REVDATEDESCRIPTIONBY T/SLAB EL. 640.50 T/WALL EL. 660.50 CL10' - 0" POLYMER TOTES (TYP OF 4) POLYMER BLEND UNIT 77PLY01 77PLY02 77PLY03 77TNK01 POLYMER BLEND UNIT FUTURE POLYMER BLEND UNIT HYDRO- PNEUMATIC TANK BOOSTER PUMP SYSTEM T/DRILLED SHAFT EL. 637.50 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:38 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB GJE PROCESS MECHANICAL SECTIONS III 77-M303 097 SCALE:1/4" = 1'-0"77-M131 77-M303 1 SECTION REVDATEDESCRIPTIONBY Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:24:59 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB EGB ISOMETRIC VIEW 77-M901 098 SCALE:NONE77-M901 1 ISOMETRIC VIEW REVDATEDESCRIPTIONBY 77PLY01 77PLY02 POLYMER BLEND UNIT (TYP) FUTURE POLYMER BLEND UNIT 77PLY03 POLYMER TOTES (TYP OF 4) SCALETRON SCALE (TYP OF 2) BOOSTER PUMP SYSTEM HYDRO- PNEUMATIC TANK BELT FILTER PRESS (TYP) 77BFP02 GANTRY CRANE 77BFP01 HORIZONTAL SCREW CONVEYOR 77SC01 INCLINE SCREW CONVEYOR 77HU01 BFP HYDRAULIC UNIT (TYP) 77HU02 INCLINE SCREW CONVEYOR 77SC03 Revit File:Plot Date:DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2019 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C:\Users\egboyd\Documents\DLLWTP_Elena_Boyd.rvt5/17/2019 2:25:14 PMCITY OF DENTONLAKE LEWISVILLEWATER TREATMENT PLANTDEWATERING IMPROVEMENTSDENTON, TX18088080 MAY 2019 KOB EGB ISOMETRIC VIEW DETAILS 77-M902 099 SCALE:NONE77-M902 3 ISOMETRIC VIEW DETAIL - CHEMICAL FEED SYSTEM SCALE:NONE77-M902 2 ISOMETRIC VIEW DETAIL - BELT FILTER PRESS SCALE:NONE77-M902 1 ISOMETRIC VIEW DETAIL - SCREW CONVEYORS REVDATEDESCRIPTIONBY 77PLCCP01PLC CONTROL PANEL77LP01LIGHT PANEL77TR01TRANSFORMER77DP0277DP01DISTRIBUTIONPANELDISTRIBUTIONPANEL77SWBD01DISTRIBUTIONPANELGENERAL NOTES:773WIT011SEE ONE-LINE SHEET 90-E501 AND 90-E502 FOR CONDUIT AND CONDUCTORS.TO 77DP02 IN ELECTRICAL ROOM, 480VAC POWER.(3-#12, #12 GND) 3/4" C, 208VAC POWER FROM FAN CONTROL PANEL.T0 77SWBD01 IN ELECTRICAL ROOM, 480VAC POWER.(5-#14, #14 SPARE, 4-#14 SPARE) 1" C CONTROL AND COMMUNICATION, FROM77PLC01 CONTROL PANEL TO PLANT WATER CONTROL PANEL 77PWDS01.(7-#14, #14 GND, 4-#14 SPARE) 1" C CONTROL, FROM BELT PRESS CONTROLPANEL TO 77PLCCP01 CONTROL PANEL.TO BELT PRESS CONTROL PANEL IN ELECTRICAL ROOM, 480VAC POWER.(2-#14, #14 GND, 2-#14 SPARE) 3/4" C CONTROL, FROM 77PLC01 CONTROLPANEL.(FIBER OPTIC CABLE) 2" C, COMMUNICATION, FROM NETWORK CABINET TOWTP NETWORK PANEL IN ADMINISTRATION BUILDING .(1-PAIR STP, 1-PAIR STP SPARE) 3/4" C SIGNAL, FROM 77PLCCP01 CONTROLPANEL.2" C SPARE TO ADMINISTRATION BUILDING.(3-#10, #10 GND) 3/4" C, 480VAC POWER FROM SCREW CONVEYOR CONTROLPANEL 77SCCP01*.(2-#10, #10 GND) 3/4" C, 120VAC POWER FROM 77LP01 FOR POLYMER FEED.TO NEW PAD MOUNTED TRANSFORMER TX-3, 480VAC POWER.(3-#12, #12 GND) 3/4" C, 208VAC POWER FROM 77LP01.(2) 2" C SPARE TO RESIDUAL PUMP STATION.(6-#14, #14 GND, 4-#14 SPARE) 3/4" C, CONTROL FROM POLYMER FEEDCONTROL PANEL TO 77PLC01 CONTROL PANEL.(1-PAIR STP, 1-PAIR STP SPARE) 3/4" C SIGNAL, FROM POLYMER FEEDCONTROL PANEL TO 77PLCCP01 CONTROL PANEL.T0 77SWBD01 IN ELECTRICAL ROOM, 480VAC POWER, TYPICAL FOR EACHRESIDUALS PUMP CONTROL PANEL.(2-PAIR STP, 2-PAIR STP SPARE) 3/4" C SIGNAL, FROM TOTE SCALETRANSMITTERS TO 77PLCCP01 CONTROL PANEL.(2-#14, #14 GND, 2-#14 SPARE) 3/4" C CONTROL, FROM EYEWASH/SHOW FLOWSWITCH TO PLC CONTROL PANEL 77PLCCP01.(4-#14, #14 GND, 4-#14 SPARE) 3/4" C CONTROL, FROM SCREW CONVEYORE-STOP AND SPEED SWITCH TO CONVEYOR CONTROL PANEL 77SCCP01.(3-#12, #12 GND) 3/4" C, 480VAC POWER FROM DISCONNECT.(28-#14, #14 GND, 8-#14 SPARE) 1-1/4" C CONTROL, FROM SCREW CONVEYORCONTROL PANEL 77SCCP01 TO PLC CONTROL PANEL 77PLCCP01.(9-#14, #14 GND, 4-#14 SPARE) 3/4" C CONTROL, TO PLC CONTROL PANEL77PLCCP01, TYPICAL FOR EACH RESIDUALS PUMP CONTROL PANEL.(2-PAIR STP, 2-PAIR STP SPARE) 3/4" C SIGNAL, TO PLC CONTROL PANEL77PLCCP01, TYPICAL FOR EACH RESIDUALS PUMP CONTROL PANEL.(2-#12, #12 GND)3/4" C, 120VAC POWER FROM 77LP01.(ETHERNET AND HDMI CABLES) 2" C, COMMUNICATION, FROM PLC CONTROLPANEL 77PLCCP01 TO NETWORK PANEL.FURNISH AND INSTALL NETWORK CABINET FOR INSTALLATION OF FIBER PATCHPANEL, SCADA WORKSTATION COMPUTER, UPS, AND NETWORK SWITCH.(4-#14, 2-#14 GND) 3/4" C, 120VAC POWER FROM PLC CONTROL PANEL77PLCCP01 FOR TOTE WEIGHT SCALE POWER SUPPLY.(2-#12, #12 GND) 3/4" C, 120VAC POWER FROM 77LP01.(ETHERNET CABLE) 3/4" C, FROM BELT PRESS CONTROL PANEL TO NETWORKCABINET.KEYED NOTES:22121377P01*PLANT WATERPUMPS77P02*77PWDS01*PLANT WATERCONTROL PANEL77P02*1454577SCCP01*SCREW CONVEYORCONTROL PANEL4161778977DCP02DUMPSTERPANEL1077DCP01DUMPSTERPANEL414177C02DUMPSTERCONVEYOR MOTOR77C01DUMPSTERCONVEYORMOTOR1177SC01*SCREWCONVEYOR77SC02*SCREWCONVEYOR77SC03*SCREWCONVEYOR121277G01CONVEYOR GATE(BELOW WALKWAY)1313131377PLY03POLYMER SKID(FUTURE)77PLY02POLYMER SKID77UH03UNIT HEATER77UH01UNIT HEATER77UH02UNIT HEATERTO XFMR TX-31141441311577LP01-28,3077SF011577SF0277SF03SUPPLYFAN1515TO ADMIN.BUILDING75C-00177C-0011670L-00175L-00175L-00275L-00375L-0041670P-00175P-00175P-00275P-00375P-00475P-00575P-00616TO RESIDUALPUMP STATION77N-00170P-00175P-00175P-00275P-00375P-00475P-00575P-00677N-00175S-00370L-00175L-00175L-00275L-00375L-00477C-00175C-0011617171818171819773WIT02773WE01773WE02TOTE SCALETRANSMITTERSTOTESCALETOTESCALE20773PS01PRESSURESWITCH773PS02PRESSURESWITCH2021774HS02*774SS02*222277SCCP02*CONVEYORLOCAL CONTROLPANEL23*MANUFACTURER SUPPLIED AS PART OF EQUIPMENT PACKAGE2466SCALE:PROJECTNORTH316" = 1'-0"177-E131DEWATERING FACILITY POWER PLAN77BPCP02*BELT PRESS CP772PIT01PRESSURETRANSMITTER1075PCP0175PCP0275PCP03RESIDUALS PUMPCONTROL PANELS77BPCP01*BELT PRESS CP19262512526112477FCP02FAN CONTROL PANEL.FOR PANEL SCHEMATICSEE DETAIL (TYP.)77FCP03FAN CONTROLPANELSUPPLYFANSUPPLYFAN77FCP01FAN CONTROLPANEL33377PLY01POLYMER SKID212130A/3P SS DISCONNECTS FORUNIT HEATERS 3 AND 4.232377UH04UNIT HEATER773FS0121FLOW SWITCH1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS, DISCONNECTS, CONTROL RELAYS, CONTROL ENCLOSURES ANDOTHER ITEMS AS NECESSARY FOR A COMPLETE AND FUNCTIONAL DEWATER FACILITY SYSTEM. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS ANDOTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.2.UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. ALL CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURESHALL BE SURFACE MOUNTED AND THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL. ALL BOXES, SUPPORTS, HANGERS, AND UNISTRUT AND ALLOTHER PORTIONS OF THE CONDUIT SYSTEM SHALL BE GALVANIZED OR STAINLESS STEEL. ALL BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC WITHGALVANIZED ELBOWS IN CONCRETE DUCT BANK. NO PVC SHALL EMERGE FROM THE GROUND OR CONCRETE SLAB OR ENCASEMENT. PVC SHALL CONVERTTO GALVANIZED RIGID STEEL WITHIN THE DEWATERING BUILDING, AND PVC COATED STEEL OUTSIDE THE DEWATERING BUILDING.3.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER. MAKE ALL REQUIREDCONNECTIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NOT ALL CONNECTIONS SHOWN.4.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.5.SOME CONDUIT RUNS OMITTED FOR CLARITY. COORDINATE ALL CONDUIT ROUTING WITH SUPPLIED EQUIPMENT MANUFACTURER AND ENGINEER PRIORTO INSTALLATION.6.COORDINATE SIZE AND LOCATIONS OF HOUSEKEEPING PADS WITH SUPPLIED EQUIPMENT SIZES.7.BELOW GRADE CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE AND SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING NUMBER OF REQUIRED CONDUITS AND PLACEMENT OF THESE CONDUITS. THE CONTRACTOR SHALL DEVELOP ANDSUBMIT A BELOW GRADE CONDUIT ROUTING PLAN FOR REVIEW PRIOR TO INSTALLATION.JUNCTIONBOX (TYP.)30A/3P SS DISCONNECT.TYP. FOR EACHCONVEYOR MOTOR92777P0177P02HYDRAULIC UNIT (TYP.)WATER HEATER2775S-00328282913-00126292930303117323232DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E131-PP.dwg Last Save: 5/20/2019 9:29 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 10:13 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E131100DEWATERINGFACILITY ELECTRICALPOWER PLAN177-E13177-E133177-E13177-E134Digitally Signed 05/20/2019 GENERAL NOTES:1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, CONTROLENCLOSURES AND OTHER ITEMS AS NECESSARY FOR A COMPLETE AND FUNCTIONALDEWATER FACILITY ELECTRICAL SYSTEM. CONTRACTOR SHALL REFER TO THESPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.2.UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. ALL CONDUITAND PORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURE SHALL BE SURFACEMOUNTED AND THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL. ALL BOXES,SUPPORTS, HANGERS, AND UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUITSYSTEM SHALL BE GALVANIZED OR STAINLESS STEEL.3.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.4.ALL POWER CIRCUITRY SHALL BE A MINIMUM 2-#12, #12 GND, 3/4" C, UNLESS OTHERWISENOTED. FOR POWER CIRCUITS GREATER THAN 100' PROVIDE 2-#10, #10 GND, 3/4"C.5.ALL OUTDOOR RECEPTACLES TO BE GGCI WITH IN-USE WEATHERPROOF COVERS.1120VAC POWER FROM 77LP01 FOR DEDICATED POLYMER FEED RECEPTACLE.CAMERAS AND REQUIRED CONDUCTORS FROM CAMERA LOCATION TONETWORK CABINET TO BE FURNISHED AND INSTALLED BY SUB CONTRACTORS.ELECTRICAL CONTRACTOR TO PROVIDE GANG BOXES AND CONDUIT FROMCAMERA LOCATIONS TO NETWORK CABINET. CONTRACTOR SHALLCOORDINATE GANG BOX AND CONDUIT SIZES, AND LOCATIONS OF CAMERAS,WITH OWNER, ENGINEER AND SITE SECURITY SUBCONTRACTOR PRIOR TOCONSTRUCTION.FURNISH AND INSTALL NETWORK CABINET FOR INSTALLATION OF FIBER PATCHPANEL, SCADA WORKSTATION COMPUTER, UPS, AND NETWORK SYSTEM.KEY PAD, DOOR SECURITY SYSTEM, CONDUCTORS AND CONNECTIONS FROMENTRY LOCATION TO SECURITY EQUIPMENT TO BE FURNISHED AND INSTALLEDAS DEFINED IN THE SPECIFICATIONS. ELECTRICAL CONTRACTOR TO PROVIDEGANG BOXES AND CONDUIT FROM ENTRY LOCATIONS TO NETWORK CABINET.ALL CONNECTIONS TO SECURITY EQUIPMENT TO BE PERFORMED BY OTHERS.CONTRACTOR SHALL COORDINATE GANG BOX AND CONDUIT SIZES, ANDLOCATIONS OF ENTRY SECURITY EQUIPMENT, WITH OWNER, ENGINEER ANDSITE SECURITY SUBCONTRACTOR PRIOR TO CONSTRUCTION.CONDUIT LAYOUT SHOWN IS TYPICAL. CONTRACTOR SHALL COORDINATE WITHSITE SECURITY SUBCONTRACTOR FOR ACTUAL CONDUIT SIZES, LAYOUT ANDINSTALLATION REQUIREMENTS.KEYED NOTES:77PLY03POLYMER SKID(FUTURE)77PLY02POLYMER SKID77PLY01POLYMER SKIDSCALE:PROJECTNORTH316" = 1'-0"177-E132DEWATERING FACILITY POWER PLAN CONT.77LP01-0677LP01-0477LP01-0211177LP01-0877LP01-1077LP01-1477LP01-1677LP01-1877LP01LIGHT PANELPROVIDE RECEPTACLE ONELEVATED WALKWAY222232222232COORDINATE LOCATION OF ALLCAMERAS WITH OWNER ANDSECURITY SUB CONTRACTOR PRIORTO CONSTRUCTION.4444444477-E1323TONETWORKCABINETFSBOXCONDUITLBOUTSIDEBUILDINGINSIDEBUILDINGOPEN ENDEDCONDUITDOORHARDWARESCALE:NONE277-E132TYPICAL DOOR SECURITY CONDUITSCALE:NONE377-E132TYPICAL KEYPAD CONDUIT555DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E132-PP.dwg Last Save: 5/20/2019 10:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 10:21 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E132101DEWATERINGFACILITY ELECTRICALPOWER PLAN CONT.Digitally Signed 05/20/2019 77DCP02*77DCP01*DUMPSTER #1CONTROL PANEL212177C02DUMPSTERCONVEYORMOTOR77C01DUMPSTERCONVEYORMOTOR4377SCCP02*SCREW CONVEYORLOCAL CONTROLPANEL21774ZS02B*774ZS02A*END OF TRAVELLIMIT SWITCHEND OF TRAVELLIMIT SWITCH4774ZS03B*774ZS03A*END OF TRAVELLIMIT SWITCHEND OF TRAVELLIMIT SWITCHDUMPSTER #2CONTROL PANEL358877SC03SCREWCONVEYOR77G01CONVEYORGATE774HS03*774SS03*SCREW CONVEYOR E-STOP,ZERO SPEED CONVERTER PANELAND SPEED SWITCH (TYP.)277-E13377-E1333/4" C WITH MANUFACTURERSUPPLIED CONDUCTORS30A/3P DISCONNECT1616LSYSTEM CLSYSTEM C77G01CONVEYOR GATEON BACK SIDE OFWALKWAY77C01DUMPSTERCONVEYOR MOTOR77C02DUMPSTERCONVEYOR MOTOR77SC03SCREWCONVEYOR119774ZE02F*SIGHT LINE SENSOR(SOURCE)774ZS02E*SIGHT LINE SENSOR(DETECTOR)774ZS02C*IN PLACE SENSORS774ZS02D*IN PLACE SENSOR REFLECTORS774ZS01E*SIGHT LINE SENSOR(DETECTOR)774ZE01F*SIGHT LINE SENSOR(SOURCE)774ZS01C*IN PLACE SENSORS774ZS01D*137126 UNISTRUT SENSORSUPPORT FRAME (TYP.).DO NOT INSTALL KNEEBRACES. SEE DETAIL:MOUNT SS UNISTRUTSENSOR SUPPORTS TOWALL. SEE DETAIL (TYP.):0529-001D260529-014D261415DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E133_E134-PP.dwg Last Save: 5/20/2019 10:04 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 10:13 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E133102DUMPSTERCONVEYOR POWERPLAN DETAILGENERAL NOTES:SCALE:PROJECTNORTH38" = 1'-0"177-E133DUMPSTER CONVEYOR POWER PLAN1SEE ONE-LINE SHEET 90-E501 AND 90-E502 FOR CONDUIT AND CONDUCTORS.T0 77SWBD01 IN ELECTRICAL ROOM, 480VAC POWER.(3-#12, #12 GND) 3/4" C, 480VAC POWER FROM DUMPSTER CONVEYOR CONTROLPANEL.(4-#14, #14 GND, 4-#14 SPARE) 1" C, CONTROL FROM DUMPSTER CONVEYORCONTROL PANEL.(26-#14, #14 GND, 6-#14 SPARE) 1-1/4" C CONTROL, FROM SCREW CONVEYORCONTROL PANEL 77SCCP02 TO CONVEYOR CONTROL PANEL 77SCCP01 INELECTRICAL ROOM.FURNISH AND INSTALL A SS JUNCTION BOX AT EACH SENSOR SUPPORT STAND FORSENOR CABLE TERMINATION. SIZE AS REQUIRED FOR SENSOR CABLE TERMINALS.(6-#14, #14 GND, 6-#14 SPARE) 3/4" C CONTROL, FROM DUMPSTER CONVEYORCONTROL PANEL 77DCP01 TO SENSOR JUNCTION BOX.(5-#14, #14 GND, 4-#14 SPARE) 1" C CONTROL, FROM DUMPSTER CONTROL PANELTO PLC CONTROL PANEL 77PLCCP01(3-#10, #10 GND) 3/4" C, 480VAC POWER FROM SCREW CONVEYOR CONTROL PANEL77SCCP01*.(4-#14, #14 GND, 2-#14 SPARE) 3/4" C CONTROL, FROM SCREW CONVEYOR E-STOPAND SPEED SWITCH TO CONVEYOR CONTROL PANEL 77SCCP01.(8-#14, #14 GND, 4-#14 SPARE) 3/4" C CONTROL, FROM GATE ACTUATOR TOCONVEYOR CONTROL PANEL 77SCCP01.KEYED NOTES:2345671.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, CONTROL ENCLOSURES AND OTHERITEMS AS NECESSARY FOR A COMPLETE AND FUNCTIONAL DUMPSTER CONVEYOR SYSTEM. MINIMUMINSTALLATION REQUIREMENTS SHOWN. COORDINATE REQUIRED CONDUIT AND CONDUCTORS WITHMANUFACTURER SUPPLIED INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL REFER TO THE SPECIFICATIONSAND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.2.UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. ALL CONDUIT AND PORTIONS OF THECONDUIT SYSTEM FOR THIS STRUCTURE SHALL BE SURFACE MOUNTED AND THE CONDUIT SYSTEM SHALL BEGALVANIZED RIGID STEEL. ALL BOXES, SUPPORTS, HANGERS, AND UNISTRUT AND ALL OTHER PORTIONS OFTHE CONDUIT SYSTEM SHALL BE GALVANIZED OR STAINLESS STEEL.3.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.3.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BY EQUIPMENTSUPPLIER. MAKE ALL REQUIRED CONNECTIONS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NOTALL CONNECTIONS SHOWN.4.SOME CONDUIT RUNS OMITTED FOR CLARITY. COORDINATE ALL CONDUIT ROUTING WITH SUPPLIED EQUIPMENTMANUFACTURER AND ENGINEER PRIOR TO INSTALLATION.5.BELOW GRADE CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE AND SHOWN FOR REFERENCEONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING NUMBER OF REQUIRED CONDUITS ANDPLACEMENT OF THESE CONDUITS. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A BELOW GRADE CONDUITROUTING PLAN FOR REVIEW PRIOR TO INSTALLATION.899910101111SCALE:NONE277-E13377-E133CANOPY SECTION VIEW12(6-#14, #14 GND, 6-#14 SPARE) 3/4" C CONTROL, FROM DUMPSTER CONVEYORCONTROL PANEL 77DCP02 TO SENSOR JUNCTION BOX.(2-#14, #14 GND, 4-#14 SPARE) 3/4" C CONTROL, FROM DUMPSTER CONVEYORCONTROL PANEL 77DCP01 TO SENSOR JUNCTION BOX.(2-#14, #14 GND, 4-#14 SPARE) 3/4" C CONTROL, FROM DUMPSTER CONVEYORCONTROL PANEL 77DCP01 TO SENSOR JUNCTION BOX.MANUFACTURER SUPPLIED SENSOR CABLE. TYPICAL FOR EACH SENSOR. PROVIDESEPARATE TERMINALS IN JUNCTION BOX FOR EACH SENSOR CONDUCTOR.(ETHERNET CABLE) 3/4" C, FROM DUMPSTER CONTROL PANEL TO NETWORKCABINET.13141516Digitally Signed 05/20/2019 SDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E133_E134-PP.dwg Last Save: 5/17/2019 1:27 PM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E134103BLET PRESS POWERPLAN DETAIL ANDDEWATERINGFACILITY ROOF PLANGENERAL NOTES:1.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY FOR A COMPLETE ANDFUNCTIONAL BELT PRESS SYSTEM. MINIMUM INSTALLATION REQUIREMENTS SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHERSECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED.2.UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. ALL CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM FOR THIS STRUCTURESHALL BE SURFACE MOUNTED AND THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL. ALL BOXES, SUPPORTS, HANGERS, AND UNISTRUT AND ALLOTHER PORTIONS OF THE CONDUIT SYSTEM SHALL BE GALVANIZED OR STAINLESS STEEL.3.VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.3.CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER. MAKE ALL REQUIRED CONNECTIONSACCORDING TO MANUFACTURERS RECOMMENDATIONS. NOT ALL CONNECTIONS SHOWN.4.SOME CONDUIT RUNS OMITTED FOR CLARITY. COORDINATE ALL CONDUIT ROUTING WITH SUPPLIED EQUIPMENT MANUFACTURER AND ENGINEER PRIOR TOINSTALLATION.5.BELOW GRADE CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE AND SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLEFOR COORDINATING NUMBER OF REQUIRED CONDUITS AND PLACEMENT OF THESE CONDUITS. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A BELOWGRADE CONDUIT ROUTING PLAN FOR REVIEW PRIOR TO INSTALLATION.SCALE:PROJECTNORTH12" = 1'-0"177-E134BELT PRESS #2 POWER PLAN DETAIL (TYP. OF 2)1(3-#12, #12 GND) 3/4" C, 480VAC POWER FROM BELT PRESS CONTROL PANEL 77BPCP02 IN ELECTRICAL ROOM.(10-#14, #14 GND, 8-#14 SPARE) 3/4" C, CONTROL FROM BELT PRESS CONTROL PANEL 77BPCP02 IN ELECTRICAL ROOM.(3-#10, #10 GND) 3/4" C, 480VAC POWER FROM SCREW CONVEYOR CONTROL PANEL 77SCCP01 IN ELECTRICAL ROOM.(4-#14, #14 GND, 2-#14 SPARE) 3/4" C CONTROL, FROM SCREW CONVEYOR E-STOP AND SPEED SWITCH TO CONVEYOR CONTROL PANEL77SCCP01 IN ELECTRICAL ROOM.(2-#14, #14 GND) 3/4" C, 120VAC POWER FROM PLC CONTROL PANEL 77PLCCP01 IN ELECTRICAL ROOM TO FLOW TRANSMITTER 771FIT02.(1-PAIR STP, 1-PARE STP SPARE) 3/4" C, SIGNAL PLC CONTROL PANEL 77PLCCP01 IN ELECTRICAL ROOM TO FLOW TRANSMITTER 771FIT02.ROUTE CONDUITS OVERHEAD FROM BELT PRESS TO ELECTRICAL ROOM. TYPICAL FOR BOTH BELT PRESSES. MAKE ALL CONDUITINSTALLATIONS AS REQUIRED BY NEC ARTICLE 344. CONDUIT ROUTING SHALL NOT INTERFERE WITH LIGHTING FIXTURE INSTALLATION ANDOPERATION OF GANTRY CRANE.(3-#12, #12 GND) 3/4" C, 208VAC POWER FROM FAN CONTROL PANEL BELOW.(3-#10, #10 GND) 3/4" C, 480VAC POWER FROM 77DP02 IN ELECTRICAL ROOM BELOW.(2-#14, #14 GND) 3/4" C, CONTROL FROM BELT PRESS CONTROL PANEL 77BPCP02 IN ELECTRICAL ROOM.KEYED NOTES:2345677SC01SCREWCONVEYOR774HS01*774SS01*77BP02B77BP02BPRESSMOTOR 2A77GB02*GRAVITY BELTTENSION77F02FEED PADDLEPRE-WIRED JUNCTION BOX PROVIDED BYBELT PRESS MANUFACTURER.BELT PRESS #2.TYPICAL OF BELTPRESS #1GANTRY CRANEFURNISH AND INSTALL UNISTRUT CONDUITSTAND TO SUPPORT OVERHEAD CONDUITSTO ELECTRICAL ROOM. FOR UNISTRUT STANDSEE DETAIL:0529-01426PRESSMOTOR 2B771FIT02771FE02INFLUENTFLOW METERROUTE CONDUITSOVERHEAD TOELECTRICAL ROOMFURNISH AND INSTALL SS JUNCTIONBOX FOR CONVEYOR E-STOP ANDSPEED SWITCH/CONVERTER PANELCONNECTIONS.1111234567777EF01EXHAUSTFAN77EF02EXHAUSTFAN77EF03EXHAUSTFAN88877RTU01ROOF TOPAC UNIT.SS 30A/3P DISCONNECT AND 120VAC GFCICONVENIENCE OUTLET WITH WEATHERPROOFHEAVY DUTY IN-USE COVER. SEE INSTALLATIONDETAIL:4113-00226977LP01-1289SCALE:PROJECTNORTH12" = 1'-0"277-E134DEWATERING FACILITY ROOF PLAN77CV02BPLANT WATERSOLENOIDVALVE1010Digitally Signed 05/20/2019 BBCC1D1D1DDD1D1DD1DDDDDD1DD1D1DDDDDDDD1AAAAAAAA1111111113 3 334433 441.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING,TERMINATIONS, CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY FOR ACOMPLETE AND FUNCTIONAL DEWATERING FACILITY LIGHTING SYSTEM.CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THEPLANS FOR ITEMS AS MAY BE REQUIRED.2.UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. UNLESSOTHERWISE NOTED, ALL CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM WITHINTHE INTERIOR OF THE ELECTRICAL ROOM SHALL BE GALVANIZED RIGID STEEL, ALLOTHERS SHALL BE PVC-COATED RIGID STEEL. ALL BOXES, SUPPORTS, HANGERS,UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM WITHIN THEINTERIOR OF THE ELECTRICAL ROOM SHALL BE GALVANIZED OR STAINLESS STEEL,ALL OTHERS SHALL BE PVC-COATED STEEL. ALL BELOW GRADE CONDUIT SHALL BESCHEDULE 40 PVC WITH GALVANIZED ELBOWS.3.VERIFY LOCATION OF ALL FIXTURES WITH OWNER AND ENGINEER PRIOR TOINSTALLATION.4.EMERGENCY EXIT INDICATORS TO BE CONNECTED TO UN-SWITCHED LEG OF CIRCUIT.5.COORDINATE LIGHT FIXTURE LOCATIONS AND MOUNTING HEIGHTS WITH HVACDUCTS AND OVERHEAD CONDUIT RUNS.6.USE RIGID CONDUIT WHEN SUSPENDING LIGHT FIXTURES TO PREVENT SWAYING.GENERAL NOTES:1KEYED NOTES:PROVIDE UN-SWITCHED 120V SIGNAL CONDUCTOR TO INDICATE LOSSOF POWER FOR EMERGENCY LIGHTING.XXXDDDD1AAWALL MOUNT LIGHTFIXTURE "C" 16'-0"A.F.F. (TYP.)WALL MOUNT LIGHTFIXTURE "B" 10'-6"A.F.F. (TYP.) MOUNT INTERIOR LIGHT FIXTURE"D" TO UNDERSIDE OF ROOFSUPPORTS MOUNT CANOPY LIGHT LIGHTFIXTURES TO UNDERSIDE OFCANOPY T-FRAME SUPPORTS.PART OF77LP01-1PART OF77LP01-1PART OF77LP01-177LP01-377LP01-5PART OF77LP01-7PART OF77LP01-9PART OF77LP01-7PART OF77LP01-7PART OF77LP01-93 PART OF77LP01-113SCALE:PROJECTNORTH316" = 1'-0"177-E132DEWATERING FACILITY LIGHTING PLANB1PART OF77LP01-1PART OF77LP01-744 44 XPART OF77LP01-11BPART OF77LP01-71AA1PART OF77LP01-7CCCCSUSPEND LIGHT FIXTURE "E"APPROXIMATELY 10'-0" A.F.F.COORDINATE LIGHT FIXTURE LOCATIONWITH HVAC DUCTWORKC11DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E135-LP.dwg Last Save: 5/16/2019 4:51 PM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E135104DEWATERINGFACILITY LIGHTINGPLANDigitally Signed 05/20/2019 SCALE:PROJECTNORTH316" = 1'-0"177-E133DEWATERING FACILITY GROUNDING PLANGENERAL NOTES:1.USE CRIMPED OR BOLTED CONNECTIONS FOR ALL CONNECTIONS BETWEEN CONDUCTORS AND BUILDINGSYSTEM COMPONENTS. USE EXOTHERMIC WELDEDCONNECTIONS FOR ALL UNDERGROUND PORTIONS OF THESYSTEM WITH THE EXCEPTION OF GROUND ROD TEST WELLS.2.MINIMUM LIGHTNING PROTECTION ITEMS SHOWN. FINALLIGHTING PROTECTION SYSTEM SHALL BE DEVELOPED ANDSUBMITTED BY MASTER INSTALLER/DESIGNER CERTIFIED BYUL OR LPI AS REQUIRED IN SPECIFICATION SECTION 26 41 13.3.FOR TYPICAL SYSTEM GROUNDING CONNECTIONS DETAIL SEEDETAIL:SEE REBAR GROUNDINGDETAIL (TYP.)0526-011264113-00126AIR TERMINAL. SEE SECTION26 41 13 IN ELECTRICALSPECIFICATIONS FORDETAILS (TYP). FORINSTALLATION SEE DETAIL:77PLCCP01PLC CONTROL PANEL3/4" X 10'COPPERCLADGROUND ROD(TYP.)#4/0 BARETINNED COPPERGROUND WIRE(TYP.)GROUND ROD ANDTEST WELL (TYP.)ENCLOSE VERTICALDOWN CONDUCTORIN CONDUIT (TYP.)BARE STRANDEDLIGHTNING PROTECTIONCABLE (SIZE AS REQUIRED.)BOND EACHROOF PURLINTO GROUNDCONDUCTORINTERSYSTEMBONDING JUMPER0526-003260526-00826GROUND BAR.SEE DETAIL:0526-0122677LP01LIGHT PANEL77TR01TRANSFORMER77DP0277DP01DISTRIBUTIONPANELDISTRIBUTIONPANELTO GROUNDBAR77SWBD01DISTRIBUTIONPANELTO GROUNDBARDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-77-E136-GP.dwg Last Save: 5/20/2019 10:06 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 10:13 AM Plotter used: DWG To PDF.pc3 SAHSAH77-E136105DEWATERINGFACILITY GROUNDINGPLANDigitally Signed 05/20/2019 FROM 15kV PAD-MOUNTEDSWITCHGEARW1600A3P2 PT'SFIW23 CT'STO TX-3ADMINISTRATIONBUILDING2 PT'SFIW33 CT'SSPARE2 PT'SFIW43 CT'S600A/3P600A/3P600A/3PPAD MOUNTED SWITCH "SW-2"4/03-#2 (15kV), #2 G2"C13.2kV X 480/277500 kVANEW PAD MOUNTTRANSFORMERTX-3IACINTEGRAL ACTUATOR CONTROL1 IAC30A/3PNEMA 4XSS7FCV111 IAC30A/3PNEMA 4XSSFLOW CONTROLVALVE(FUTURE)7FCV010IAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSSIAC30A/3PNEMA 4XSS1 IAC30A/3PNEMA 4XSSFLOW CONTROLVALVE75CV013-#12, #12 G3/4"C225A, 480V, 3ɸ, 3W, 42 KAIC20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTMFLOW CONTROLVALVE(FUTURE)20/3PTM20/3PTMSPARE77DP01225/3PTM20A/3P 600ALSICONT. ON 90-E502 77SWBD01 - 600A, 480V, 3ɸ, 4W, 42 KAIC(3-#350, #350N) 4"C(2 SETS)2.570TM01*THICKENERMOTOR #1OL70TCP01*1"C20A/3P 2.570TM02*OLTHICKENERMOTOR #2(FUTURE)70TCP02*3-#12, #12 G1"C70A/3P 77BPCP01*3-#4, #8 G1-1/2"CV1.577BP01A*PRESSMOTOR #1A1.577BP01B*PRESSMOTOR #1BV1.577GB01*GRAVITYBELT TEN.V1/377F01*FEEDPADDLE1/377H01*HYDRAULICUNITOL 70A/3P *MANUFACTURER SUPPLIED AS PART OF EQUIPMENTPACKAGE3-#12,#12 G3/4"C70A/3P 77BPCP02*3-#4, #8 G1-1/2"CV1.577BP02A*PRESSMOTOR #2A1.577BP02B*PRESSMOTOR #2BV1.577GB02*GRAVITYBELT TEN.V1/377F02*FEEDPADDLE1/377H02*HYDRAULICUNITOL 70A/3P 3-#12,#12 G3/4"C70A/3P 77BPCP03* (FUTURE)3-#4, #8 G1-1/2"CV1.577BP03A*PRESSMOTOR #3A1.577BP03B*PRESSMOTOR #3BV1.577GB03*GRAVITYBELT TEN.V1/377F03*FEEDPADDLE1/377H03*HYDRAULICUNITOL 70A/3P 225A/3P 1.ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE NFPA 70NATIONAL ELECTRICAL CODE, NFPA 101 LIFE SAFETY CODE, NFPA 70E ELECTRICAL SAFETY CODE, STATEELECTRICAL CODE, AND LOCAL ELECTRICAL CODE.2.COORDINATE ALL ELECTRICAL WORK AND POWER OUTAGES WITH OWNER.3.THE CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO EVERYTHING FURNISHED OR INSTALLED BYTHIS CONTRACT, WHETHER INDICATED OR NOT ON THE ELECTRICAL DRAWINGS.4.PROVIDE LUGS AS REQUIRED TO FIT WIRING.5.CONTRACTOR SHALL VERIFY ALL MOTOR SIZES WITH PROVIDED EQUIPMENT AND PROVIDEAPPROPRIATELY SIZED OVERCURRENT PROTECTIVE DEVICES, STARTERS, AND OVERLOADS AS REQUIRED.GENERAL NOTES:TMTMTMTMTMTM3-#2 (15kV), #2 G4"C77T0175KVA208/120V225A77LP01 4-#4/0, #4 G2-1/2"CNG110A/3P TM3-#2, #6 G1-1/2"C3-#4/0, #4 G2"C3-#12,#12 G3/4"C1 FLOW CONTROLVALVE75CV041 FLOW CONTROLVALVE75CV081 FLOW CONTROLVALVE75CV071 FLOW CONTROLVALVE75CV061 75CV091 FLOW CONTROLVALVE75CV031 FLOW CONTROLVALVE75CV023-#12, #12 G1-1/2"C1 FLOW CONTROLVALVE75CV053-#12, #12 G1-1/2"CKEYED NOTES:1CONTROL VALVES 75CV01, 75CV07 AND 75CV04 SHARE SAME 1-1/2" CONDUIT FOR 480V POWERFROM DEWATERING BUILDING TO DISCONNECT STAND.1232CONTROL VALVES 75CV02, 75CV06 AND 75CV08 SHARE SAME 1-1/2" CONDUIT FOR 480V POWERFROM DEWATERING BUILDING TO DISCONNECT STAND.3CONTROL VALVES 75CV03, AND 75CV05 SHARE SAME 1-1/2" CONDUIT FOR 480V POWER FROMDEWATERING BUILDING TO DISCONNECT STAND.FLOW CONTROLVALVE(FUTURE)NG#2/0#2SPDPMSPD208/120VAC, 3ɸ225A22KAICDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E501-OL.dwg Last Save: 5/20/2019 6:31 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 JCWSAH90-E501106DEWATERINGFACILITY ONE LINEDIAGRAM IDigitally Signed 05/20/2019 IACINTEGRAL ACTUATOR CONTROL*MANUFACTURER SUPPLIED AS PART OF EQUIPMENTPACKAGE1.ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE NFPA 70NATIONAL ELECTRICAL CODE, NFPA 101 LIFE SAFETY CODE, NFPA 70E ELECTRICAL SAFETY CODE, STATEELECTRICAL CODE, AND LOCAL ELECTRICAL CODE.2.COORDINATE ALL ELECTRICAL WORK AND POWER OUTAGES WITH OWNER.3.THE CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO EVERYTHING FURNISHED OR INSTALLED BYTHIS CONTRACT, WHETHER INDICATED OR NOT ON THE ELECTRICAL DRAWINGS.4.PROVIDE LUGS AS REQUIRED TO FIT WIRING.5.CONTRACTOR SHALL VERIFY ALL MOTOR SIZES WITH PROVIDED EQUIPMENT AND PROVIDEAPPROPRIATELY SIZED OVERCURRENT PROTECTIVE DEVICES, STARTERS, AND OVERLOADS AS REQUIRED.GENERAL NOTES:CONT. ON90-E501 77SWBD01 - 600A, 480V, 3ɸ, 4W, 42 KAIC15 77PWDS01*3-#2, #8G1-1/2"CVVVPLANT WATER SKID15 15 100A/3P TM77SCCP01*3-#6, #10 G1"C577SC01*SCREWCONVEYOR #11060A/3P 3-#12, #12 G3/4"CTM60A/3P OLOLOL77P01*PLANTWATERPUMP #177SC02*SCREWCONVEYOR #2177G01*GATE #177P02*PLANTWATERPUMP #277P03*PLANTWATERPUMP #340A/3P 2075P01RESIDUALSPUMP #175PCP01 TMV75PCP02 3-#8,#10 G1"CV577SC03*SCREWCONVEYOR #3IACOL577SC04*SCREWCONVEYOR #4(FUTURE)225A, 480V, 3ɸ, 3W, 42 KAIC20/3PTM20/3PTMHACR20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM20/3PTM225/3PTMTM225A/3P 77DP023-#4/0, #4 G2"C30A/3PNEMA 4XSSUNIT HEATER7.5 KW30A/3PNEMA 4XSS20A/3P 1.577C01*DUMPSTERCONVEYOR #177DCP01*TMV20A/3P 1.577C02*DUMPSTERCONVEYOR #277DCP02*3-#12, #12 G3/4"CTMV75P02RESIDUALSPUMP #275PCP03V75P03RESIDUALSPUMP #340A/3P 2075PCP04 TMV75P04RESIDUALSPUMP #4(FUTURE)1"CUNIT HEATER7.5 KW77UH0177UH023-#12, #12 G3/4"C3-#8, #10 GSHIELDED1-1/2"C3-#12, #12 GSHIELDED1"C202040A/3P TM40A/3P TM60A/3PNEMA 4XSS60A/3PNEMA 4XSS60A/3PNEMA 4XSS60A/3PNEMA 4XSSUNIT HEATER5 KW30A/3PNEMA 4XSS77UH03ROOF TOP ACUNIT30A/3PNEMA 4XSS77RTU013-#10, #10 G3/4"C20/3PTMUNIT HEATER5 KW30A/3PNEMA 4XSS77UH04SPD3-#10,#10 G3/4"C30A/3PNEMA 4XSS30A/3PNEMA 4XSS30A/3PNEMA 4XSS30A/3PNEMA 4XSSDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E501-OL.dwg Last Save: 5/20/2019 6:31 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 JCWSAH90-E502107DEWATERINGFACILITY ONE LINEDIAGRAM IIDigitally Signed 05/20/2019 400A, 277/480V, 3ɸ, 4W, 65 KAICBB-PP-501 (BLOWER BUILDING)150A/3P TM3569VTP01WASHWATERRECOVERY VERTICALTURBINE PUMP #13569VTCP0169VTP02 3-#1, #6 G2"C 1200A, 277/480V, 3ɸ, 4W, 65 KAICBB-MCC-501 (BLOWER BUILDING)60A/3P TM1568EQP01EQUALIZATIONBASIN PUMP #11568EQCP0168EQP02EQUALIZATIONBAZIN PUMP #23-#2, #8 G2"C22200A/3P TM4568EQP03EQUALIZATIONBASIN PUMP #34568EQCP0268EQP04EQUALIZATIONBASIN PUMP #43-#2/0, #6 G2"C17200A/3PTM150A/3PTM100A/3PTM100A/3PTMOL OL OLOLMANUFACTURERSUPPLIEDPUMP CORDS150A/3PTM150A/3PTM323-#6, #10 G1"CKEYED NOTES:1REMOVE EXISTING 70A/3P BREAKER FROM CIRCUIT 32 IN EXISTINGPOWER PANEL. FURNISH AND INSTALL NEW 150A/3P CIRCUITBREAKER AT SAME LOCATION.120A/3P TM33BFV-601BFV-6023-#12, #12 G2"C222CIRCUITS 32 AND 33 SHARE 2'C FROM POWER PANEL TO EQUIPMENTLOCATION. PULL ALL NEW CONDUCTORS FOR BOTH CIRCUITS.33FURNISH AND INSTALL NEW 200A/3P CIRCUIT BREAKER IN SPARESPACE #17 IN MOTOR CONTROL CENTER BB-MCC-501.4454CIRCUITS 17 AND 22 TO SHARE 2'C FROM MCC TO EQUIPMENT LOCATION.PULL ALL NEW CONDUCTORS FOR BOTH CIRCUITS.5EXISTING RECOVERY BASIN PUMP CONTROL PANEL TO BE REMOVED ANDREPLACED WITH NEW.WASHWATERRECOVERY VERTICALTURBINE PUMP #2OL OL DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E501-OL.dwg Last Save: 5/20/2019 6:31 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 JCWSAH90-E503108EQUALIZATION BASINAND WASHWATERONE LINE DIAGRAM IIIDigitally Signed 05/20/2019 23456KEYED NOTES:PROVIDE FIXTURE WITH SELF DIAGNOSTICS.PROVIDE FIXTURE LISTED AND LABELED FOR DAMP LOCATION.90 MINUTE EMERGENCY OPERATION REQUIRED WHERE INDICATED IN PLAN.1PROVIDE FIXTURE LISTED AND LABELED FOR WET LOCATION.PROVIDE FIXTURE WITH UNIVERSAL MOUNTING HARDWARE. INSTALLFIXTURE FOR WALL MOUNTING ONLY. PROVIDE FIXTURE WITH SINGLE ORDOUBLE FACE AS INDICATED. PROVIDE ARROWS IF AND AS SHOWN.PROVIDE FIXTURE WITH PENDANT STEMS OF LENGTH TO ACCOMPLISHINDICATED MOUNTING HEIGHT ON PLAN SHEETS.1.GENERAL NOTES:LAMP COLOR TEMPERATURE SHALL BE 4000K.LIGHT FIXTURE SCHEDULEMARKMANUFACTURERCATALOG NUMBERDESCRIPTIONLAMPSVOLTAGEMOUNTINGREMARKSACLITHONIALITHONIAFEM-L48-3000LM-IMAFL-MD-120-GZ10-40K-80CRI-BSL520SUSPENDED OR CEILING MOUNT LEDLUMINAIRE, SUITABLE FOR DAMPLOCATIONS.LED - 3000 LUMENSLED-7182 LUMENS120V120VREFER TO PLAN SHEETS FOR MOUNTINGLOCATION AND HEIGHTS.WALL MOUNTED. REFER TO PLANSHEETS.23 WATTS PER FIXTURESIZE4'Lx8"Wx5"DBLITHONIALED - 2189 LUMENS120VWALL MOUNTED. MOUNTING HEIGHTSVARY. REFER TO PLAN SHEETS. CENTEROVER DOOR IF APPLICABLE.7"Hx18"Wx9"DWSR LED-P1-40K-SR4-120-PE-E10WH-DDBXDDSXW1LED-20C-1000-40K-TFTM-120-PE-BSW-DDBXD WET LOCATION WALL MOUNTEDDOWNLIGHTWET LOCATION WALL MOUNTED AREA LIGHT6"Hx13"Wx10"D24 WATTS PER FIXTURE74 WATTS PER FIXTURE6116120VPLITHONIA8"Hx14"Wx11.5"D140 WATTS PER FIXTUREDSXWPMLED-10C-1000-40K-T2S-120-SPUMBA-PE-BSW-DDBXDPOLE MOUNTED AREA LIGHT WITH PHOTO CELLLED-3685 LUMENSSQUARE STRAIGHT ALUMINUM POLE-12'BSL-SSA-12-D-4-4-BM BIG SHINE LED ORAPPROVED EQUAL, WITH HINGED BASE .25120VP1LITHONIA174 WATTS PER FIXTURELED-7205 LUMENSSQUARE STRAIGHT ALUMINUM POLE-15'BSL-SSA-15-D-4-4-BM BIG SHINE LED ORAPPROVED EQUAL, WITH HINGED BASE .DLITHONIASUSPENDED OR CEILING MOUNT LEDLUMINAIRE, SUITABLE FOR DAMPLOCATIONS.LED - 6000 LUMENS120VREFER TO PLAN SHEETS FOR MOUNTINGLOCATION AND HEIGHTS.45 WATTS PER FIXTURE4'Lx8"Wx5"D625LITHONIALEDINCLUDED120VPROVIDE BRACKET MOUNT, END MOUNTOR BACK MOUNT BRACKETS ASREQUIRED. DO NOT SWITCH.LQM-S-W-3-120/277-EL N-SDEXIT LIGHT COMPLETE WITH BATTERYAND CHARGER8"Hx12"Wx2"D3410 WATTS PER FIXTUREXDSXWPMLED-20C-1000-40K-T2S-120-SPUMBA-PE-BSW-DDBXDPOLE MOUNTED AREA LIGHT WITH PHOTO CELL8"Hx14"Wx11.5"DFEM-L48-6000LM-IMAFL-MD-120-GZ10-40K-80CRI-BSL520SCALE:NONE290-E60177LP01 PANEL SCHEDULESCALE:NONE190-E601LIGHT FIXTURE SCHEDULEDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E601-SC.dwg Last Save: 5/17/2019 11:42 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 SAHSAH90-E601109LIGHT FIXTURE ANDLIGHT PANELSCHEDULESDigitally Signed 05/20/2019 CONDUIT IDENTIFICATION TABLETAG IDENTIFICATIONAAB-CCCAABCCCSTRUCTURE NUMBERTYPE (C, S, N, L, P)SEQUENTIAL NUMBERCONDUIT TYPE LEGEND:C - CONTROLS - SIGNALN - NETWORKL - LOW VOLTAGE POWERP - DISTRIBUTION POWERGENERAL NOTES:1.THIS SCHEDULE IS INTENDED AS A GUIDE FOR IDENTIFYING CONDUIT AND CONDUCTOR INTERFACES BETWEENEQUIPMENT, AND IS NOT A COMPREHENSIVE LIST OF ALL CONNECTIONS REQUIRED FOR A COMPLETE INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT AND WIRE AS REQUIRED FOR A COMPLETE INSTALLATION.2.REFER TO PANEL SCHEDULES, PLAN SHEETS, AND ONE-LINE DIAGRAMS FOR ADDITIONAL CONDUIT AND CONDUCTORINFORMATION.3.CONTRACTOR SHALL COORDINATE REQUIRED CONDUIT AND CONDUCTORS WITH SUPPLIED EQUIPMENT AND ADJUSTACCORDINGLY. MINIMUM CONDUIT SIZING AND CONDUCTORS SHOWN.CONDUIT #CONDUIT SIZECONDUCTORSTYPEFROMTOEQUIPMENT/PANEL(STRUCTURE)EQUIPMENT/PANEL (STRUCTURE)70C-0011"10-#14, #14 GND, 8-#14 SPARECONTROL77PLCCP01 (77)70TCP01 (70)70L-0011"2-#10, #10 GND120VAC POWER77LP01 (77)THICKENER REC/POLE LIGHTS (70)70P-0011"3-#12, #12 GND480VAC POWER77SWBD01 (77)70TCP01 (70)SCALE:NONE190-E602THICKENER - 70 CONDUIT SCHEDULESCALE:NONE290-E602RESIDUAL PUMP STATION - 75 CONDUIT SCHEDULESCALE:NONE390-E602DEWATERING BUILDING - 77 CONDUIT SCHEDULECONDUIT #CONDUIT SIZECONDUCTORSTYPEFROMTOEQUIPMENT/PANELEQUIPMENT/PANEL (STRUCTURE)77C-0012-1/2"10-#14, #14 GND, 8-#14 SPARECONTROL77PLCCP01 (77)70TCP01 (70)20-#14, #14 GND, 8-#14 SPARECONTROL75PCP03 (77)75LCP0327-#14 SPARECONTROL75PCP04 (77) (FUTURE)75LCP04 (FUTURE)20-#14, #14 GND, 6-#14 SPARECONTROL75PCP02 (77)75LCP0220-#14, #14 GND, 6-#14 SPARECONTROL75PCP01 (77)75LCP0177N-0012"FIBER OPTIC CABLECOMMUNICATIONSECURITY CABINETWTP CONTROL PANEL (ADMIN BUILDING)77P-001SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWERTX-3 (77)77SWBD01 (77)77P-002SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWERTX-3 (77)77SWBD01 (77)77P-003SEE ONELINESEE ONELINE SHEETS (90-E501-E502)12.47KV POWERSW-2TX-3 (77)CONDUIT #CONDUIT SIZECONDUCTORSTYPEFROMTOEQUIPMENT/PANEL (STRUCTURE)EQUIPMENT/PANEL (STRUCTURE)75C-0012"64-#14, 8-#14 GND, 49-#14 SPARECONTROL77PLCCP01 (77)75CV01-75CV08 (75)75C-0021-1/4"20-#14, #14 GND, 6-#14 SPARECONTROL75PCP03 (77)75LCP03 (75)27-#14 SPARECONTROL75PCP04 (77) (FUTURE)75LCP04 (FUTURE) (75)75C-0031-1/4"20-#14, #14 GND, 6-#14 SPARECONTROL75PCP02 (77)75LCP02 (75)20-#14, #14 GND, 6-#14 SPARECONTROL75PCP01 (77)75LCP01 (75)75L-0011"2-#8, #10 GND120VAC POWER77LP01 (77)HEAT TRACE REC. 1 (75)2-#8, #10 GND120VAC POWER77LP01 (77)HEAT TRACE REC. 2 (75)75L-0021"2-#8, #10 GND120VAC POWER77LP01 (77)HEAT TRACE REC. 3 (75)2-#8, #10 GND120VAC POWER77LP01 (77)HEAT TRACE REC. 4 (75)75L-0031"2-#10, #10 GND120VAC POWER77LP01 (77)RPZ HEATER RECEPTACLE (75)75L-0041"2-#10, #10 GND120VAC POWER77LP01 (77)REC. AT POLE LIGHT (75)2-#12, #12 GND120VAC POWER77LP01 (77)POLE LIGHT (75)75S-0011"4-PAIR 3-WIRE SH., 2-PAIR 3-WIRE SH. SPARE4-20mA SIG75PCP01/75PCL02 (77)75LCP01/75LCP02 (75)75S-0021"2-PAIR 3-WIRE SH., 4-PAIR 3-WIRE SH. SPARE4-20mA SIG75PCP03/75PCP04 (FUT.) (77)75LCP03/ 75LCP04 (FUT.) (75)75S-0031"6-PAIR 3-WIRE SH., 6-PAIR 3-WIRE SH. SPARE(75S-001/002)4-20mA SIGPUMP CONTROL PANELSPUMP LOCAL CONTROL PNLS.75P-001SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER77DP01 (77)75FCV01 (75)480VAC POWER77DP01 (77)75FCV07 (75)480VAC POWER77DP01 (77)75FCV04 (75)75P-002SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER77DP01 (77)75FCV02 (75)480VAC POWER77DP01 (77)75FCV06 (75)480VAC POWER77DP01 (77)75FCV08 (75)75P-003SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER77DP01 (77)75FCV03 (75)480VAC POWER77DP01 (77)75FCV05 (75)75P-004SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER75PCP01 (77)75P01 (75)75P-005SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER75PCP02 (77)75P02 (75)75P-006SEE ONELINESEE ONELINE SHEETS (90-E501-E502)480VAC POWER75PCP03 (77)75P03 (75)DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E601-SC.dwg Last Save: 5/17/2019 11:42 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 SAHSAH90-E602110CONDUITSCHEDULESDigitally Signed 05/20/2019 1'-1"1'GENERAL NOTES:1.REFER TO CONDUIT SCHEDULES FOR CONDUCTOR SIZES AND QUANTITIES.2.CONSTRUCT DUCT BANKS IN ACCORDANCE WITH SPECIFICATIONS AND STANDARD DETAILS.3.DUCT BANK SECTIONS ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL REVIEWPLAN SHEETS FOR INDIVIDUAL STRUCTURES AND VERIFY CONDUITS THAT MAY BEREQUIRED. VERIFY NUMBER AND SIZES OF CONDUITS PRIOR TO INSTALLATION. IN ADDITIONTO SPARE CONDUITS SHOWN, PROVIDE A MINIMUM OF ONE SPARE CONDUIT EQUAL IN SIZETO THE LARGEST CONDUIT IN USE, FOR EACH SET OF FOUR CONDUITS USED IN EACH DUCTBANK.4.NOT ALL DUCT BANKS ON PROJECT SITE ARE DEPICTED. CONTRACTOR SHALL COORDINATETHE REQUIRED DUCT BANKS BETWEEN AND WITHIN FACILITIES AS REQUIRED FOR ACOMPLETE INSTALLATION.70L-001 1"70P-00170C-001 SPARESCALE:NONE105-E10190-E603DUCT BANK SECTION 170L-001SPARESPARESPARESCALE:NONE205-E10190-E603DUCT BANK SECTION 275P-00475P-00575P-006SPARESPARE7 7 C - 0 0 175S-0032'1'-3"75L-003 1" 1-1/2"75P-00175P-00275P-003SPARE2"S P A R E 7 5 C - 0 0 1 1'-6"1'-3"1'-4"1'-4"SCALE:NONE305-E10190-E603DUCT BANK SECTION 3SPARE77P-0024"77P-0011'-4"1'SCALE:NONE405-E10190-E603DUCT BANK SECTION 4SPARE7 7 P - 0 0 3SPARE 1'1'SCALE:NONE505-E10190-E603DUCT BANK SECTION 5SPARE7 7 N - 0 0 1 2"2" 1-1/2" 1-1/2"2" 1-1/2" 1-1/2" 1-1/2"2"2"2-1/2" 1" 1" 1" 1" 1" 1" 1" 1"4"4"4"4"4"2"75L-001 1" 1"757-002SPARE 1"SPARE 1"75L-003 1" 1"7 0 P - 0 0 1 DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E601-SC.dwg Last Save: 5/17/2019 11:42 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 SAHSAH90-E603111DUCT BANKSECTIONSDigitally Signed 05/20/2019 2813213BILL OF MATERIALSITEMDESCRIPTIONMANUFACTURERMODEL NO.1 TYPE 12 ENCLOSURE (SIZE AS REQUIRED)HOFFMAN-2BACK PANEL FOR ENCLOSUREHOFFMAN-3MODICON M340 PLCSCHNEIDER ELECTRIC-4MOUNTING RAIL, DIN 35MM X 7.5MMPHOENIXNS35/7,5 PERFORATED5TERMINAL BLOCK END ANCHORPHOENIX CONTACTE/UK6TERMINAL BLOCK, GROUNDING, GN/YLPHOENIX CONTACT4415047SINGLE CIRCUIT FUSIBLE TERMINAL BLOCK W/ BLOWN FUSEINDICATOR (AC)PHOENIX CONTACT30042498TERMINAL BLOCK, UNIVERSAL, GREY, UT4PHOENIX CONTACT30441029END COVER UT4PHOENIX CONTACT304702810WIRING DUCT, 3" X 2"PANDUITF3X2LG611WIRING DUCT COVER, 3"PANDUITC3LG612POWER SUPPLY 24VSOLAAS REQUIRED13GROUND BAR KITSIEMENSGB1014LEGEND PLATES--15TERMINAL BLOCK RELAY 120VPHOENIX CONTACT296619716TERMINAL BLOCK, SURGE SUPPRESSORPHOENIX CONTACT290673817END COVERPHOENIX CONTACT2838995182-TIER FUSIBLE TERMINAL BLOCK WITH KNIFE SWITCHPHOENIX CONTACT280000419CIRCUIT BREAKERALLEN BRADLEYAS REQ'D20PLUG-IN BRIDGEPHOENIX CONTACTFBS 10-621CONVENIENCE OUTLET (SPEC GRADE)HUBBELL120V 20A22ENCLOSURE LIGHT KITHOFFMAN-23NOT USED--24NOT USED--25DOOR ACTIVATED LIGHT SWITCHHOFFMAN-26ENCLOSURE FANHOFFMAN-27LOUVERHOFFMAN-28UPS-1500VA MINSEE SPECSSEE SPECS29SURGE PROTECTORPHOENIX CONTACT285681230PANEL INTERFACE CONNECTORAUTOMATION DIRECTZP-PDA-32-20131TIMING RELAYALLEN BRADLEY700-FS32CONTROL RELAY, 120 VAC COIL, 6-POLE, N.O./N.C.CONTACTS AS REQUIREDALLEN BRADLEY700-CF33PUSH TO TEST INDICATOR, COLOR AS REQUIREDALLEN BRADLEY800H SERIES34SELECTOR SWITCH , 2 POS., MAINTAINED, METAL, 30MM,JUMBO LEGENDALLEN BRADLEY800T SERIES35HMISEE SPECSSEE SPECS2730ONCONTROL POWEROFFUPS POWERFAILR 3433CONTROLPOWERG252677PLCCP011422101112585858585858189858585847515519195682031532121929351615151655557755518554UPS TO HAVEHOT-SWAPBATTERIESDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E701-E702-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 ATLATL90-E70111277PLCCP01 LAYOUTDigitally Signed 05/20/2019 120VAC/60 Hz (LIGHTING PANEL 77LP01)LLNNSURGESUPPRESSORCBCB(L)(N)PANELLIGHTCBCONTROLPANELDOOR SW. TD1-1POWER ONDELAY RELAYNOTCYAI120VAC SUPPLYPOWER OKYAICR1-5UPS SUPPLYPOWER OKCONTROL POWERPANEL INTERFACECONNECTORCBCAT5e WITHRJ45 TO PLCRPTTPOWER ONINDICATORPOWER ON RELAYCR0-1CR0-2GENERAL NOTES:1.MAKE ALL FINAL CONNECTIONS PER MANUFACTURER'S INSTRUCTIONS.2.NOT ALL DEVICES ARE SHOWN AND INCLUDED. PROVIDE ALL ITEMS AS REQUIRED FOR A COMPLETEINSTALLATION. SEE STRUCTURE ELECTRICAL SHEETS AND SPECIFICATIONS.3.ALL POWER CONNECTIONS TO EXTERNAL DEVICES SHALL BE THROUGH THE USE OF CIRCUIT BREAKERS ORFUSED TERMINAL BLOCKS.4.77PLCCP01 TO PROVIDE 120VAC POWER FROM UPS CIRCUIT TO FIELD INSTALLED INSTRUMENTATION771FIT01, 771FIT02, 771FIT03 (FUTURE), 773WIT01, AND 773WIT02. CONTRACTOR SHALL COORDINATE WITHENGINEER ALL REQUIRED EXTERNAL DEVICES TO BE POWERED FROM 77PLCCP01 PRIOR TOCONSTRUCTION.CBTD1CR0(UPS-L)(UPS-N)CBUPSCBBACKUP POWERSWITCHCR1UPS POWER OK+-PLC(+)(-)L+N-24VDCPOWER SUPPLYCBCB(CONTINUE ABOVE)ONOFFONOFFCBPIT01772+ -12G34FURNISH AND INSTALLPHOENIX CONTACTTERMITRAB (TYP.).(CONTINUE AS REQUIRED FOR FIELD INSTRUMENTS, PLC AND I/O CONNECTIONS)(UPS-L)(UPS-N)(+)(-)(CONTINUE BELOW)+-GCPISYSTEM WATERPRESSUREFIT01771NLG+-CB12G34FISOLIDS FLOW RATE 1(TYPICAL OF 3)WIT01773NLG+-CB12G34LIPOLYMER STORAGETOTE LEVEL(TYPICAL OF 2)DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E701-E702-SC.dwg Last Save: 5/20/2019 7:20 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:23 AM Plotter used: DWG To PDF.pc3 ATLATL90-E702113PLC CONTROL PANELSCHEMATICSDigitally Signed 05/20/2019 SCALE:NONE190-E80177PLC01 I/O LIST77PLC01 I/O LISTI/OTYPEUNITSDESCRIPTIONSOURCE /DESTINATIONDI120VACTHICKENER #1 PHASE LOSS70TCP01THICKENER #1 RUNNING70TCP01THICKENER #1 RAKE MOTOR OVERLOAD ALARM70TCP01THICKENER #1 TORQUE WARNING70TCP01THICKENER #1 TORQUE SHUTDOWN ALARM70TCP01THICKENER #1 RAKE DRIVE IN AUTO70TCP01THICKENER #1 MOTOR OVER TEMP.70TCP01THICKENER #2 PHASE LOSS (FUTURE)70TCP02THICKENER #2 RUNNING (FUTURE)70TCP02THICKENER #2 RAKE MOTOR OVERLOAD ALARM (FUTURE)70TCP02THICKENER #2 TORQUE WARNING (FUTURE)70TCP02THICKENER #2 TORQUE SHUTDOWN ALARM (FUTURE)70TCP02THICKENER #2 RAKE DRIVE IN AUTO (FUTURE)70TCP02THICKENER #2 MOTOR OVER TEMP. (FUTURE)70TCP02RESIDUAL PUMP #1 FAULT75PCP01RESIDUAL PUMP #1 AUTO INDICATION75PCP01DI120VACRESIDUAL PUMP #1 RUNNING75PCP01RESIDUAL PUMP #2 FAULT75PCP02RESIDUAL PUMP #2 AUTO INDICATION75PCP02RESIDUAL PUMP #2 RUNNING75PCP02RESIDUAL PUMP #3 FAULT75PCP03RESIDUAL PUMP #3 AUTO INDICATION75PCP03RESIDUAL PUMP #3 RUNNING75PCP03RESIDUAL PUMP #4 FAULT (FUTURE)75PCP04RESIDUAL PUMP #4 AUTO INDICATION (FUTURE)75PCP04RESIDUAL PUMP #4 RUNNING (FUTURE)75PCP04RES. CONTROL VALVE #1 HAND/OFF/AUTO SS IN REM.75CV01RES. CONTROL VALVE #1 OPENED75CV01RES. CONTROL VALVE #1 CLOSED75CV01RES. CONTROL VALVE #1 FAULT75CV01RES. CONTROL VALVE #2 HAND/OFF/AUTO SS IN REM.75CV02RES. CONTROL VALVE #2 OPENED75CV02DI120VACRES. CONTROL VALVE #2 CLOSED75CV02RES. CONTROL VALVE #2 FAULT75CV02RES. CONTROL VALVE #3 HAND/OFF/AUTO SS IN REM.75CV03RES. CONTROL VALVE #3 OPENED75CV03RES. CONTROL VALVE #3 CLOSED75CV03RES. CONTROL VALVE #3 FAULT75CV03RES. CONTROL VALVE #4 HAND/OFF/AUTO SS IN REM.75CV04RES. CONTROL VALVE #4 OPENED75CV04RES. CONTROL VALVE #4 CLOSED75CV04RES. CONTROL VALVE #4 FAULT75CV04RES. CONTROL VALVE #5 HAND/OFF/AUTO SS IN REM.75CV05RES. CONTROL VALVE #5 OPENED75CV05RES. CONTROL VALVE #5 CLOSED75CV05RES. CONTROL VALVE #5 FAULT75CV05RES. CONTROL VALVE #6 HAND/OFF/AUTO SS IN REM.75CV06RES. CONTROL VALVE #6 OPENED75CV06DI120VACRES. CONTROL VALVE #6 CLOSED75CV06RES. CONTROL VALVE #6 FAULT75CV06RES. CONTROL VALVE #7 HAND/OFF/AUTO SS IN REM.75CV07RES. CONTROL VALVE #7 OPENED75CV07RES. CONTROL VALVE #7 CLOSED75CV07RES. CONTROL VALVE #7 FAULT75CV07RES. CONTROL VALVE #8 HAND/OFF/AUTO SS IN REM.75CV08RES. CONTROL VALVE #8 OPENED75CV08RES. CONTROL VALVE #8 CLOSED75CV08RES. CONTROL VALVE #8 FAULT75CV08RES. CONTROL VALVE #9 H/O/A SS IN REM. (FUTURE)75CV09RES. CONTROL VALVE #9 OPENED (FUTURE)75CV09RES. CONTROL VALVE #9 CLOSED (FUTURE)75CV09RES. CONTROL VALVE #9 FAULT (FUTURE)75CV09RES. CONTROL VALVE #10 H/O/A SS IN REM. (FUTURE)75CV10RES. CONTROL VALVE #10 OPENED (FUTURE)75CV1077PLC01 I/O LISTI/OTYPEUNITSDESCRIPTIONSOURCE /DESTINATIONDI120VACRES. CONTROL VALVE #10 CLOSED (FUTURE)75CV10RES. CONTROL VALVE #10 FAULT (FUTURE)75CV10RES. CONTROL VALVE #11 H/O/A SS IN REM. (FUTURE)75CV11RES. CONTROL VALVE #11 OPENED (FUTURE)75CV11RES. CONTROL VALVE #11 CLOSED (FUTURE)75CV11RES. CONTROL VALVE #11 FAULT (FUTURE)75CV11BP#1 START RES. PUMP FEED COMMAND77BPCP01BP#1 CONVEYOR START COMMAND77BPCP01BP#2 START RES. PUMP FEED COMMAND77BPCP02BP#2 CONVEYOR START COMMAND77BPCP02BP#3 START RES. PUMP FEED COMMAND (FUTURE)77BPCP03BP #3 CONVEYOR START COMMAND (FUTURE)77BPCP03PLANT WATER FAULT77PWCP01PLANT WATER RUNNING77PWCP01PLANT WATER SUPPLY PRESSURE LOW77PWCP01PLANT WATER LOW PRESSURE77PWCP01DI120VACPLANT WATER HIGH PRESSURE77PWCP01POLYMER #1 PRESSURE ALARM773PS01POLYMER METERING #1 RUNNING77PLY01POLYMER METERING #1 GENERAL ALARM77PLY01POLYMER #2 PRESSURE ALARM773PS02POLYMER METERING #2 RUNNING77PLY02POLYMER METERING #2 GENERAL ALARM77PLY02POLYMER #3 PRESSURE ALARM (FUTURE)773PS03POLYMER METERING #3 RUNNING (FUTURE)77PLY03POLYMER METERING #3 GENERAL ALARM (FUTURE)77PLY03EMERGENCY SHOWER FLOW SWITCH773FS01DUMP. CONVEYOR 1 RUNNING77DCP01DUMP. CONVEYOR 1 GEN ALARM77DCP01DUMP. CONVEYOR 1 VFD FAULT77DCP01DUMP. CONVEYOR 1 E-STOP77DCP01DUMP. CONVEYOR 2 RUNNING77DCP02DI120VACDUMP. CONVEYOR 2 GEN ALARM77DCP02DUMP. CONVEYOR 2 VFD FAULT77DCP02DUMP. CONVEYOR 2 E-STOP77DCP02CONVEYOR #1 RUNNING77SCCP01CONVEYOR #1 AUTO INDICATION77SCCP01CONVEYOR #1 FAULT77SCCP01CONVEYOR #2 RUNNING77SCCP01CONVEYOR #2 AUTO INDICATION77SCCP01CONVEYOR #2 FAULT77SCCP01CONVEYOR #3 RUNNING77SCCP01CONVEYOR #3 AUTO INDICATION77SCCP01CONVEYOR #3 FAULT77SCCP01CONVEYOR #4 RUNNING (FUTURE)77SCCP01CONVEYOR #4 AUTO INDICATION (FUTURE)77SCCP01CONVEYOR #4 FAULT (FUTURE)77SCCP01CONVEYOR E-STOP77SCCP01DI120VACCONVEYOR GATE #1 CLOSED77SCCP01CONVEYOR GATE #1 OPEN77SCCP01CONVEYOR GATE #1 AUTO IND.77SCCP01DUMP. CONVEYOR 1 DUMPSTER FULL77DCP01DUMP. CONVEYOR 1 DUMPSTER AVAILABLE77DCP01DUMP. CONVEYOR 2 DUMPSTER FULL77DCP02DUMP. CONVEYOR 2 DUMPSTER AVAILABLE77DCP02SPARESPARESPARESPARESPARESPARESPARERIO PANEL UPS OK77PLCCP01RIO PANEL AC POWER OK77PLCCP0177PLC01 I/O LISTI/OTYPEUNITSDESCRIPTIONSOURCE /DESTINATIONDI120VACSPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPAREDON.O.RELAYTHICKENER #1 ENABLE70TCP01THICKENER #2 ENABLE (FUTURE)70TCP02RES. CONTROL VALVE #1 OPEN75CV01RES. CONTROL VALVE #1 CLOSE75CV01RES. CONTROL VALVE #2 OPEN75CV02RES. CONTROL VALVE #2 CLOSE75CV02RES. CONTROL VALVE #3 OPEN75CV03RES. CONTROL VALVE #3 CLOSE75CV03RES. CONTROL VALVE #4 OPEN75CV04RES. CONTROL VALVE #4 CLOSE75CV04RES. CONTROL VALVE #5 OPEN75CV05RES. CONTROL VALVE #5 CLOSE75CV05RES. CONTROL VALVE #6 OPEN75CV06RES. CONTROL VALVE #6 CLOSE75CV06RES. CONTROL VALVE #7 OPEN75CV07RES. CONTROL VALVE #7 CLOSE75CV07DON.O.RELAYRES. CONTROL VALVE #8 OPEN75CV08RES. CONTROL VALVE #8 CLOSE75CV08RES. CONTROL VALVE #9 OPEN (FUTURE)75CV09RES. CONTROL VALVE #9 CLOSE (FUTURE)75CV09RES. CONTROL VALVE #10 OPEN (FUTURE)75CV10RES. CONTROL VALVE #10 CLOSE (FUTURE)75CV10RES. CONTROL VALVE #11 OPEN (FUTURE)75CV11RES. CONTROL VALVE #11 CLOSE (FUTURE)75CV11BELT PRESS #1 START77BPCP01BELT PRESS #1 STOP77BPCP01SYSTEM READY TO BP#177BPCP01BELT PRESS #2 START77BPCP02BELT PRESS #2 STOP77BPCP02SYSTEM READY TO BP#277BPCP02BELT PRESS #3 START (FUTURE)77BPCP03BELT PRESS #3 STOP (FUTURE)77BPCP03DON.O.RELAYSYSTEM READY TO BP#3 (FUTURE)77BPCP03POLYMER METERING #1 ENABLE77PLY01POLYMER METERING #2 ENABLE77PLY02POLYMER METERING #3 ENABLE (FUTURE)77PLY03CONVEYOR #1 START COMMAND77SCCP01CONVEYOR #2 START COMMAND77SCCP01CONVEYOR #3 START COMMAND77SCCP01CONVEYOR #4 START COMMAND (FUTURE)77SCCP01CONVEYOR GATE #1 OPEN COMMAND77SCCP01CONVEYOR GATE #1 CLOSE COMMAND77SCCP01SPARESPARESPARESPARESPARESPAREDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E801-OL.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 SAHSAH90-E80111477PLC01 I/O LISTDigitally Signed 05/20/2019 SCALE:NONE190-E80277PLC01 I/O LIST CONT.77PLC01 I/O LISTI/OTYPEUNITSDESCRIPTIONSOURCE /DESTINATIONDON.O.RELAYSPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPAREAI4-20MARESIDUAL PUMP #1 SPEED FEEDBACK IND.75PCP01RESIDUAL PUMP #2 SPEED FEEDBACK IND.75PCP02RESIDUAL PUMP #3 SPEED FEEDBACK IND.75PCP03RESIDUAL PUMP #4 SPEED FEEDBACK IND. (FUTURE)75PCP04SOLIDS FLOW RATE #1771FIT01SOLIDS FLOW RATE #2771FIT02SOLIDS FLOW RATE #3 (FUTURE)771FIT03PLANT WATER BOOSTER PRESSURE772PIT01AI4-20MAPOLYMER STORAGE TOTE #1 LEVEL773WIT01POLYMER STORAGE TOTE #2 LEVEL773WIT02SPARESPARESPARESPARESPARESPAREAO4-20MARESIDUAL PUMP #1 SPEED REF. SET POINT75PCP01RESIDUAL PUMP #2 SPEED REF. SET POINT75PCP02RESIDUAL PUMP #3 SPEED REF. SET POINT75PCP03RESIDUAL PUMP #4 SPEED REF. SET POINT (FUTURE)75PCP04POLYMER FEED #1 FLOW PACE77PLY01POLYMER FEED #2 FLOW PACE77PLY02POLYMER FEED #3 FLOW PACE (FUTURE)77PLY03SPAREAO4-20MASPARESPARESPARESPARESPARESPARESPARESPAREDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E801-OL.dwg Last Save: 5/20/2019 7:11 AM Last saved by: SAHalseyLast plotted by: Halsey, Scott A. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 7:21 AM Plotter used: DWG To PDF.pc3 SAHSAH90-E80211577PLC01 I/O LISTCONT.Digitally Signed 05/20/2019 SCALE:NONE190-T101SCADA SYSTEM ARCHITECTURE DIAGRAMETHERNET COPPERCONTROL PANEL/ENCLOSUREETHERNET FIBER1. EXISTING INSTALLATION HARDWARE AND LINE TYPES ARE LIGHT/FADED. PROPOSED NEWHARDWARE AND LINE TYPES ARE DARK/BOLD.2.SEE SPECIFICATION 26 09 43 FOR FIBER OPTIC NETWORK SPECIFICATIONS.*MANUFACTURER SUPPLIED AS PARTOF AN EQUIPMENT PACKAGENOTES:LINE TYPES: PLC CONTROL PANEL 77PLCCP01DEWATERING BUILDING - 77 PLC77PLC01 EXISTING ADMIN BLDG EXISTING WTP SCADA NETWORK PANELEXISTING SCADASYSTEM (SCADA OFFICE) FIBER PATCHPANELETHERNETSWITCHMAKE ALL REQUIRED MODIFICATIONS TO EXISTING WTP CONTROL PANEL TO INSTALL NEW FIBER OPTICETHERNET COMPONENTS AND MAKE ALL REQUIRED CONNECTIONS . COORDINATE ALL EXISTINGEQUIPMENT RELOCATION AND NEW EQUIPMENT INSTALLATION LOCATIONS WITH OWNER PRIOR TOINSTALLATION. MAKE ALL FINAL CONNECTIONS OF NEW EQUIPMENT ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS.FURNISH AND INSTALL NETWORK CABINET FOR INSTALLATION OF FIBER PATCH PANEL, SCADAWORKSTATION COMPUTER, UPS, AND NETWORK SWITCH.PROVIDE A NEW WORKSTATION SCADA PC MOUNTED IN THE NETWORK CABINET. THE WORKSTATION SHALLBE CONFIGURED WITH THE SAME WINDOWS AND SCADA HMI SOFTWARE CURRENTLY INSTALLED ON THEPLANT'S EXISTING SCADA CLIENT WORKSTATION PCs. CONTRACTOR IS RESPONSIBLE FOR ALL COSTSASSOCIATED WITH THE SCADA WORKSTATION HARDWARE AND SOFTWARE.KEY NOTES:11FIBER OPTICSCADA NETWORK BELT PRESS 1 CONTROL PANEL77BPCP01* PLC 77BPPLC01*SCADA MONITOROIT*ETHERNETSWITCH*BELT PRESS 2 CONTROL PANEL77BPCP02* PLC 77BPPLC02*OIT*ETHERNETSWITCH*BELT PRESS 3 CONTROL PANEL77BPCP03*(FUTURE) PLC 77BPPLC03*OIT*ETHERNETSWITCH*AREA/BUILDING BOUNDARYDUMPSTER CONVEYOR CONTROL PANEL77DCP01*DUMPSTER CONVEYOR CONTROL PANEL77DCP02*BOOSTER PUMP SKID 77PWDS01* PLC 77PWDSPLC01*OIT*ETHERNETSWITCH*NETWORK CABINET22FIBER PATCH PANELNETWORK SWITCHSCADA PCHDMIUPS33DUMPSTERCONTROLLERDUMPSTERCONTROLLERKVM STATIONDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 201918088080THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2019 GARVER, LLCCITY OF DENTON DENTON, TEXAS LAKE LEWISVILLE WATER TREATMENT PLANT DEWATERING IMPROVEMENTS REGISTRATION NO.F-5713File: L:\2018\18088080 - Denton LLWTP Dewatering Design\Drawings\DLLWTP-90-E801-OL.dwg Last Save: 5/20/2019 9:25 AM Last saved by: JCWhiteLast plotted by: White, Jonathan C. Plot Style: AECmono.ctb Plot Scale: 1:0.4255 Plot Date: 5/20/2019 9:25 AM Plotter used: DWG To PDF.pc3 SAHSAH90-T901116SCADAARCHITECTUREDIAGRAMDigitally Signed 05/20/2019