The URL can be used to link to this page

Home My WebLink AboutDWG 486-6A; 5503-14; POINSETTIA LIFT STATION HYDRAULIC SURGE PROTECTION; 01-18AVECOSTALA B L V D C A R L S B A D RD ALGA PALOMAR AIRPORT RD EL CAMIN O RE A L RA N C H O SA N T A F E RD POINSE T T I A LANE AL I C A N T E RD EL FU E R T E OLIVENHAIN RD. M E L R O S E D R . FARADAY COLLEGE BL V D P A S E O DEL NO R T E AVE A V E N I D A E N C I N A S CANNONRD MO N R O E ST CARLSB A D VILLAGE D R MARRON TAMARAC K AVE RD LAKECALAVERABUENAVI S T A LAGOON AGUA HEDIONDA LAGOON BATIQUITOSLAGOON A V I A R A PKWY VICINITY MAP CONSTRUCTION PLANS CITY COUNCIL CARLSBAD, CALIFORNIA MATT HALL - MAYOR PRIYA BHAT-PATEL - COUNCIL MEMBER CORI SHUMACHER - COUNCIL MEMBER VACANT - COUNCIL MEMBER KEITH BLACKBURN - COUNCIL MEMBER HYDRAULIC SURGE PROTECTION FOR LOCATION MAP N POINSETTIA LANE SHEET INDEX SHEET NUMBER DESCRIPTION DRAWINGNUMBER 1 TITLE SHEET, LOCATION MAPS, AND SHEET INDEX G-1 2 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS G-2 3 OVERALL LIFT STATION SITE PLAN C-1 4 PLAN AND PROFILE - POINSETTIA LIFT STATIONDISCHARGE FORCE MAIN STA 9+75 TO 19+00 C-2 5 CIVIL/STRUCTURAL DETAILS 1 C-3 6 CIVIL/STRUCTURAL DETAILS 2 C-4 7 SURGE TANK LINE DEMOLITION PLAN AND SECTION D-1 8 SURGE TANK LINE PLAN M-1 9 SURGE TANK LINE SECTION M-2 10 COMPRESSOR PLAN AND SECTION M-3 11 PUMP STATION PLAN M-4 12 ELECTRICAL LEGENDS AND SYMBOLS E-1 13 OVERALL ELECTRICAL SITE PLAN E-2 14 SINGLE LINE DIAGRAM AND EQUIPMENT ELEVATION E-3 15 PANELBOARD & CONDUIT/CABLE SCHEDULE & CONDUIT BLOCK DIAGRAME-4 16 P&ID PROCESS LEGEND I-1 17 P&ID INSTRUMENTATION LEGEND I-2 18 P&ID - SURGE TANK SYSTEM I-3 HWY 78 I - 5 I- 5 City ofCarlsbad POINSETTIA SEWAGE LIFT STATION REFERENCE DRAWINGS DWG. NO.DRAWING TITLE 331-1E POINSETTIA SEWAGE LIFT STATION (1997) 451-2 POINSETTIA SEWAGE LIFT STATION UPGRADE (2007) 486-6 POINSETTIA LIFT STATION STANDBY PUMP SYSTEM (2017) PROJECT LOCATION POINSETT I A LANE BATIQUITOSLAGOON AIRP O R T RD A L I C A N T E RD EL F U E R T E S T E L F U E R T E S T AVIA R A P K W Y ALGA RD POINSETTIALANE CAMINO VIDA RO B L E C A M I N O E L RE A L PROJECT LOCATION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVEEXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED INSECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECTDRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME ASENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. KENNEDY/JENKS CONSULTANTS9325 SKY PARK COURT, SUITE 300SAN DIEGO, CA 92123858-676-7500 DECLARATION OF RESPONSIBLE CHARGE BY:DATE: R.C.E. NO.: REGISTRATION EXPIRATION DATE: FEBRUARY 2020 N PROJECT NO. 5503-14 APPROXIMATE POINSETTIA LS DISCHARGE FORCE MAIN POINSETTIA LIFT STATION ROY YU C-88579 03/31/21 02/28/20 1 TITLE SHEET, LOCATION MAPS, G-1 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A AND SHEET INDEX R O Y YU No. C88579Exp. 3/31/21 ROORYJMF SCOTT CHADWICK CITY MANAGER T TELEPHONE TOP TDHTEMP TH T&BTBM T/C, TOC, TC TEMPERATURE THICKNESS TOP AND BOTTOM T/S, TOS T-_-S T-_-P V, VERT TP W WB WC W/ UD TYP VTRVFD WATER BAR WATER CLOSET TOP OF STEEL UNDERDRAIN VENT TO ROOF TEST PIT WITH VERTICAL TYPICAL AT WH WMH WV & @ # WWF WTR WTP W/O WATER HEATER WATER VALVE WITHOUT AND WATER WATER MANHOLE POUND, NUMBER WCO WALL CLEANOUT TOTAL DYNAMIC HEAD TOP OF PAVEMENT TOP OF CONCRETE TEMPORARY BENCHMARK WATER, WELDED, WEST TYPE______PIPE TYPE______SUPPORT VARIABLE FREQUENCY DRIVE WELDED WIRE FABRIC WATER TREATMENT PLANT T/TOPHB ABBREVIATIONS HOSE BIBABANDONEDABAND HORIZ. H.P. ID HRHP HORIZONTAL HORSEPOWERHOUR INSIDE DIAMETER INSUL LOG LAB INVIPS IN IE LR LT LGLL JT L JB INSULATION LONG RADIUS LEFT TURN LIVE LOAD LABORATORYLENGTH, LINE INVERT INCHES LONG JOINT IRON PIPE SIZE INVERT ELEVATION LIP OF GUTTER JUNCTION BOX MCC MET MECH MAX MPHMNTDMISC MGD MJ (N) N MIN MH MG MFR, MNFR MANHOLE MOUNTED MINIMUM MECHANICAL MAXIMUM METAL NEW NORTH MILES PER HOUR MECHANICAL JOINT MISCELLANEOUS MANUFACTURER MILLION GALLON NTS NPT NGVD N/A PCCPPACP OPNG(S) NIC NO. P OG OC OF OD NUMBER OPENING(S) OVERFLOW ON CENTER NOT IN CONTRACT NOT TO SCALE NOT APPLICABLE OUTSIDE DIAMETER PNEUMATIC, PIPE ORIGINAL GROUND N.F.C. NATIONAL PIPE THREAD RCCPREINF RESIL RCP REQ'D P/L PRVPRES(S) PSF R PG PLPI PTPSI RESILIENTREQUIRED PRESSURE RADIUS PLATE REINFORCE(D), (MENT) PROPERTY LINE PRESSURE GAUGEPOINT OF INTERSECTION PC ADDITIONAL ALUMINUMAGGREGATE AC, A.C. ADDIT. ADJ. ALUMAGG ACP APPRO. AB, A.B. BUILDING ASSEMBLY ASPHALT AVERAGE BALL VALVE BLOWOFF BOTTOM BFVBF BLDG AVRV ASPH AVGARV ASSY BV BO BOC BM BOT, BOTT ARCH ARCHITECTURAL AIR RELEASE VALVE BEAM, BENCH MARK BLIND FLANGEBUTTERFLY VALVE BACK OF CURB ASPHALT CONCRETE ADJUSTABLE APPROXIMATELY CLEANOUT CAST IRON CENTERLINE COLUMN CABLE TV COUPLING CONCRETE CLR CO CI CL, C CLSML COL CATVR CATV CC, C/C CPCPLGCTS CONT CONSTCONN CONC DRAINDEFLECTION DIMENSION DISCHARGE DIAMETER EACH FACE ELEVATION DOWN EACH DRAWING(S) DEADLOAD DDEFL DIDEPT DIA, Ø DIPDIM DISCH EF DN EA E DWG(S) DL EL., ELEV DUCTILE IRON PIPE DEPARTMENT ELECTRICAL, EAST CENTER TO CENTER CONTINU(ED), (OUS) CLEAR(ANCE) CABLE TV RISER CONNECTIONCONSTRUCTION (CALIFORNIA DEPARTMENT OF TRANSPORTATION)CALTRANS EXHAUST EQUIPMENT EMERGENCY EXISTING EQUAL ELBOW EACH WAY FUTURE FACTORY EXPANSION EQUIP ETSEXH EPBEQ ELL EMG ELEC(T) (F) EW FC FAC EXP EXIST, (E) FCA FLEXIBLE COUPLING ELECTRIC(AL) AIR/VACUUM RELIEF VALVE ASBESTOS CEMENT PIPE AGGREGATE BASE, ANCHOR BOLT DUCTILE IRON, DROP INLET CONTROLLED LOW STRENGTH MATERIAL CATHODIC TEST STATION CONTROL POINT, CATHODIC PROTECTION FLANGE COUPLING ADAPTER ELECTROLYSIS TEST STATION ELECTRICAL PULL BOX HM HOLLOW METAL HIGH POINT, HINGE POINT NATIONAL GEODETIC VERTICAL DATUM NOT FOR CONSTRUCTION MILLION GALLONS PER DAY MOTOR CONTROL CENTER PRETENSIONED CONCRETE CYLINDER PIPEPERFORATED ASBESTOS CEMENT PIPE PRESSURE RELEASE VALVE, PRESSURE REDUCING VALVE REINFORCED CONCRETE CYLINDER PIPE REINFORCED CONCRETE PIPE POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOINT OF TANGENT (END CURVE) POINT OF CURVE (BEGIN CURVE) PIPING SYMBOLS DETAIL DESIGNATION GENERAL LEGEND REFERENCE SYMBOLS PIPE IN PROFILE FIRE HYDRANT ASSEMBLY BLOWOFF ASSEMBLY AIR/VACUUM RELEASE VALVE GATE VALVE CENTERLINE 4750 CULVERT EARTH IN SECTION CONCRETE IN SECTION STEEL IN SECTION AC IN SECTION REFERENCE POINT POWER POLE AC PAVING IN PLAN GRAVEL IN SECTION EXISTING STRUCTURE (E) CONTOUR ELEVATION LINE NEW STRUCTURE (N) EXISTING WATERLINE BURIED TELEPHONE CABLE OVERHEAD ELECTRICAL GENERAL NOTES SPEC R/W SDMH SECT SCADA RM SHT STA SS SQ SF SD S RT SQUARE STATION SECTION STORM DRAIN RIGHT TURNROOM SHEET SPECIFICATION(S) SQUARE FOOT SEWER, SOUTH RIGHT OF WAY STORM DRAIN MANHOLE STR(UCT) ST(L)STD SYS SV STANDARD SYSTEM STEEL SOLENOID VALVE STRUCTUR(E), (AL) GAUGE GAS FLANGE FLOOR FINISH(ED) FLOW LINE FOOT FOOTING FLEXIBLE GA G FD FCO FEFF FL FIN FH FLG FLR FT FRP FTG FLEX FIRE EXTINGUISHER FLOOR CLEANOUT FINISH FLOORFIRE HYDRANT FLOOR DRAIN GATE VALVEGV GB GS GI GPM GPD GYP (BD), GWB GALLONS PER DAY GALVANIZED STEELGALLONS PER MINUTE GRADE BREAKGALVANIZED IRON GALV GALVANIZED FIBERGLASS REINFORCED PLASTIC GYPSUM (BOARD), GYPSUM WALLBOARD STAINLESS STEEL, SANITARY SEWER SUPERVISORY CONTROL AND DATA ACQUISITION FENCE LINE UTILITY POLE W/ GUY WIRE REFERENCE POINT COORDINATES RESERVOIRRESV FLANGED COUPLING ADAPTER C CURVE POLYVINYL CHLORIDEPVC H, HT HEIGHT HDPE HIGH DENSITY POLYETHYLENE WS WATER SURFACE C01 1DETAIL SHEET DRAWN ONOR REFERENCEDFROM DETAIL DESIGNATION C01 ASECTION SHEET DRAWN ONOR REFERENCEDFROM 1. THE KNOWN EXISTING BURIED UTILITIES AND PIPELINES ARE SHOWN ON THE DRAWINGS IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL EXISTING PIPELINES AND OBSTRUCTIONS ARE SHOWN OR THAT LOCATIONS INDICATED ARE ACCURATE. THE CONTRACTOR SHALL "POTHOLE" TO DETERMINE THE ACTUAL LOCATION AND ELEVATION OF ALL EXISTING UTILITIES CROSSING NEW PIPELINES. 2. UNLESS OTHERWISE NOTED, ALL PIPE SHALL HAVE A MINIMUM COVER OF 3'. VERTICAL SEPARATION BETWEEN THE NEW PIPELINE AND THEEXISTING UTILITIES SHALL BE A MINIMUM OF 12-INCHES. ADDITIONAL SEPARATION REQUIREMENTS BETWEEN POTABLE WATER ANDNON-POTABLE LINES ARE PROVIDED IN SPEC SECTION 15050.3.01.B. 3. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PIPELINES, VALVES AND FITTINGS ARE ADEQUATELY RESTRAINED AGAINST JOINT SEPARATION. PROVIDE RESTRAINED JOINTS OR THRUST BLOCKS FOR ALL HORIZONTAL BENDS, WYES, AND BLIND FLANGES. PROVIDE RESTRAINED JOINTS FOR ALL VERTICAL BENDS (SEE THRUST BLOCK DETAIL 5, SHEET M-3). 4. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL ITEMS DISTURBED DURING CONSTRUCTION BACK TO THEIR ORIGINAL OR BETTER CONDITION, INCLUDING BUT NOT LIMITED TO: CONCRETE FLATWORK AND ASPHALT PAVING. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS AFTER COMPLETION OF THE PROJECT. THE ENGINEER WILLPROVIDE EXISTING DESIGN DRAWING FILES IN AUTOCAD FOR CONTRACTOR TO GENERATE AS-BUILT PIPELINE PLANS AND PROFILES. 6. ACCESS TO THE SITE SHALL BE RESTRICTED TO BETWEEN THE HOURS OF 7:30AM-5:30PM. CONTRACTOR SHALL RESTRICT PROJECT WORK TO WITHIN THE EXISTING LIFT STATION SITE UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL MAKE ARRANGEMENTS AT THEIR COST FOR ANY WORK OUTSIDE THE PROPERTY LINES SHOWN. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS TO BOTH EXISTING AND NEW EQUIPMENT BEFORE ORDERING MATERIALS, TO PROVIDE A COMPLETE WORKING SYSTEM. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY MAJOR MODIFICATION WHICH COULD IMPACT THE DESIGN INTENT. 8. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO THE EXISTING FACILITIES DURING CONSTRUCTION. 9. VALVES SHALL BE SYSTEM B FOR WASTEWATER APPLICATION. VALVES SHALL BE SYSTEM I FOR COMPRESSED AIR APPLICATION. 10. THE EXISTING 4-INCH DIAMETER SURGE RELIEF VALVE AT THE POINSETTIA SEWAGE LIFT STATION SHALL BE SET TO OPEN WHEN THE PRESSURE AT THE POINSETTIA SEWAGE LIFT STATION EXCEEDS 175 PSI (IN PLACE OF THE CURRENT 120 PSI SET POINT). BENCH MARK DESCRIPTION: 2.5" DISK (CITY OF CARLSBAD CONTROL POINT NO. 69) LOCATION: S.W. CRNR. OF EL CAMINO REAL AND POINSETTIA LANE RECORDED: CLSB-069 LS 6215 ELEVATION: 272.456 DATUM: NGVD 29 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED FROMPOINSETTIA SEWAGE LIFT STATION AS-BUILT DRAWINGS(CMWD 95-402) DATED 6-25-99. WOOD IN SECTION (N) PIPE BURIED PIPE (N) (E) SEWER LINE PROPERTY LINE LIST OF NEW EQUIPMENT PULSCO SURGE TANK (OR EQUAL) VOLUME 565 GALLONDIMENSIONS4 FT DIA, 9.33 FT TALL MATERIAL 316 STAINLESS STEEL TANK VOLUME 80 GALLONS MOTOR HP 2 HP P.E.PLAIN END PLUG VALVE SURGE TANK AIR COMPRESSORMINIMUM PRESSURE RATING175 PSI AIR FLOW AT MAX PRESSURE4.2 CFM MAX PRESSURE 175 PSIG 5.6 CFM 125 PSIG AIR FLOW AT MIN PRESSURE MIN PRESSURE PIPE SCHEDULE CA DESIGNATION COMPRESSED AIR SYSTEM BURIEDSERVICE POLYETHYLENE TUBINGWITH 3" PVC SLEEVE1 MATERIAL COMPRESSIONFITTINGS CONNECTIONS EXPOSED THREADEDBLACK STEEL BURIED FLANGEDDIP EXPOSED FLANGEDDIPFMSEWER FORCE MAIN 1 PVC SLEEVE 90 DEGREE ELBOWS SHALL BE LONG RADIUS ELBOWS TEST PRESSURE 250 PSI(FOR 4 HOURS) 250 PSI(FOR 4 HOURS) ALLOWABLE LEAKAGE NONE NONE I VALVE SYSTEM B 2 GENERAL NOTES, SYMBOLS, G-2 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A AND ABBREVIATIONS R O Y YU No. C88579Exp. 3/31/21 ROORYJMF FLOW METER AND EMERGENCY BYPASS CONNECTION VAULT LOCAL CONTROL POINT 108.16 USE TO VERIFY ALL ELEVATIONS WET WELL (BELOW GRADE) 1/2" SCH 80 PVC CHEMICAL FEED PIPING 12" GRAVITY SEWER (ABANDONED IN PLACE) COMMINUTOR VAULT (BELOW GRADE) 2"Ø AIR VENT 12" D.I.P. FORCE MAIN ℄EL: ~94.0' 20' VA L L E C I T O S WATER D I S T R I C T EASEM E N T 10' VA L L E C I T O S W A T E R DISTR I C T E A S E M E N T PENETRATION IN SOUTH SIDE OF FORCE MAIN VAULT (SEE SHEET M-1 FOR CONNECTION DETAILS) 10"Ø D.I. BYPASS PUMP SUCTION LINE 2"Ø AIR/VACUUM VALVE 8"Ø SECONDARY BYPASS LINE CONNECTION 0 1"=10' 10 20 2 7 ' 10' 10' 18"Ø PVC EMERGENCY STORAGE BASIN FEED LINE @ 0.5% SLOPE MANHOLE 18"Ø I.E.=98.75' 2"Ø I.E.=104.0' BOLLARDS (TYP OF 5) GATE 25' ± ACCESS R O A D 22' ± (E) ACCESS RO A D PROPERTY LINE GATE OVERALL LIFT STATION SITE PLAN 3 ELECTRICAL BUILDING ODOR CONTROL SYSTEM ASPHALT PAVED AREA 10"Ø DIPS DR 13.5 HDPE BYPASS DISCHARGE LINE C-1 15"Ø PVC SEWER MAIN 15" PVC GRAVITY SEWER (ABANDONED IN PLACE) 10'ØX30' LONG EMERGENCY UNDERGROUND STORAGE BASIN NOTES: 1. ALL PIPE JOINTS SHALL BE RESTRAINED. 2. EXISTING UTILITY LOCATIONS AND ELEVATIONS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO POTHOLE AND FIELD VERIFY ELEVATIONS OF EXISTING UTILITIES ANTICIPATED TO CROSS WITH NEW AIR PIPING. 3. EXISTING 4" PVC DRAIN PIPE ELEVATION UNKNOWN. PRIOR TO CONSTRUCTION, CONTRACTOR TO POTHOLE AND FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING DRAIN PIPE. DESIGN CHANGES TO THE AIR PIPING LAYOUT OR ELEVATION ELEVATION TO BE SUBMITTED TO THE OWNER AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 19'X8' TRAILER MOUNTED BYPASS PUMP POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A SURGE TANK N 1125.43 E 1030.22 AIR COMPRESSOR B B M-2 R O Y YU No. C88579Exp. 3/31/21 TOP 103.16 TOP 102.33 TOP 103.00 4" PVC D R A I N 8" A I R 16" A I R 1 1/4" W A T E R 1/2" C H E M 1" WA T E R TOP 102.49 EQUIPMENT BUILDING RETAIN AND PROTECT IN PLACE EXISTING FENCE 12" FM 1/2" CA WITH 3" CASING PIPE BELOW GRADE CONTRACTOR LAYDOWN/ STORAGE AREA ACCESS TO REMAIN FOR CITY CREWS DURING CONSTRUCTION TRANSFORMER ELECT E L E C T ELE C T E L E C T ELECT PUMP BUILDING. FOR PUMP ROOM ENLARGED PLAN, SEE SHEET M-4 EXISTING 4" PVC DRAIN, SEE NOTE 3 ROORYJMF 4 C-2 R O Y YU No. C88579Exp. 3/31/21 PLAN AND PROFILE - POINSETTIA LIFT STATIONDISCHARGE FORCE MAIN STA 9+75 TO 19+00 SCALE: 1" = 40' PLAN: SEWER NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATION OF THE REQUIRED SEWAGE VACUUM RELIEF VALVE. 2. ACCESS TO THE PIPELINE SHALL BE FROM THE COPPER WAY CUL-DE-SAC. CONTRACTOR TO COORDINATE WITH THE OWNER FOR GATE ACCESS. POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A NEW 2" SEWAGE VACUUM RELIEF VALVE AT STA 11+70, EL. 306.8 FT., SEE DETAIL 1 ON SHEET C-3 NEW 2" SEWAGE VACUUM RELIEF VALVE AT STA 11+70, EL. 306.8 FT., SEE DETAIL 1 ON SHEET C-3 DWG N O . 3 3 1 - 1 F DWG N O . 3 3 1 - 1 F ROORYJMF EXIST. PLUS 1" (N) A.C. PAVING 12" VARIES PAVED AREASUNIMPROVED AREAS 12" O.D.+24" MAX. PIPE SIZEPER PLAN BEDDING MATERIALCOMPACT TO 90%RELATIVE DENSITY NATIVE BACKFILL WARNING TAPE,CONTINUOUS COMPACT TO 95%RELATIVE DENSITY 12" (MIN)12" 9" MIN. THICKNESS AGGREGATE BASE95% COMPACTION FINISH GRADE 12" (4" MIN) OR SAWCUT(E) PAVEMENT TYPICAL TRENCH SECTION FOR PIPES UNDER 24" DIA. SCALE: NONE ELEVATION PLAN 1/2"Ø ADHESIVE ANCHOR WITH 4" EMBEDMENT (TYP BOTH SIDES) (TYP) STD. WT. PIPE, DIA "A" 6'-0" (MAX) 1/2"x4"x0'-8" PLATE NOM. PIPE DIA "D" "A"BRACE EVERY (FT) 8"1 1/2"15 PIPE CLAMP WITH SPACERS TO PERMIT LOOSE FIT (1/16" CLEARANCE) FOR VERTICAL THERMAL EXPANSION. 30° 30° 1/8" VENT HOLE PIPE SIZE (D) SEE MECHANICAL DRAWINGSC NOTE: SEE SPECIFICATION SECTION 15050 FOR MATERIALS. (UNDERSIDE OF PIPE) TYPE 23 PIPE SUPPORT (T23S) SCALE: NONE WIDTH AS REQ'D. INTERIOR SIDE OF (E) VAULT OR MH EARTH SIDE OF VAULT OR MHPOLYURETHANE SEALANT, 2 PART COMPOUND, MIN. THICKNESS 1/2" OR 1/2 WIDTH WHERE WIDTH EXCEEDS 1" 8" OR 18" PIPE PASSING THROUGH WALL TIGHTEN BOLTS FROM DRY SIDE OF WALL CORE DRILLED HOLE IN (E) VAULT OR MH BOLTS, NUTS, WASHERS, SHALL BE STAINLESS STEEL NOTES: 1. CORE DRILL ALONG CENTERLINE OF PIPE, INSTALL LINKSEAL AS DIRECTED AND PER MANUFACTURER'S REQUIREMENT. DRYPACK GROUT PACKED OAKUM PIPE PENETRATION DETAIL SCALE: NONE LINK TYPE WALL SEAL FOR VAULT, KOV-N-SEAL BOOT OR EQUAL FOR MANHOLE CONCRETE VAULT OR MH BY SEAL MFR. PIPE FLANGE SUPPORT PIPE CLAMP SUPPORT PIPE SADDLE SUPPORT PIPE SUPPORT DETAIL SCALE: NONE FLANGE SUPPORT(MATERIAL RESOURCES, INC.STANDON MODEL S89, OREQUAL) 1" GROUT (MIN.) SECURE TO CONCRETE FLOORW/ 5/8"Ø EXPANSION ANCHORBOLTS W/ 5" EMBEDMENT CLAMP PIPE SUPPORT(MATERIAL RESOURCES, INC.STANDON MODEL C92W/CLAMP, OR EQUAL) 2"Ø STD WT PIPE (<12"Ø)3"Ø STD WT PIPE (14"Ø & 16"Ø)4"Ø STD WT PIPE (24"Ø)5"Ø STD WT PIPE (36"Ø)SECURE TO COVER PLATE W/1/2"Ø BOLTS4 1/2" LG. AND HEX NUTS RESTING PIPE SUPPORT(MATERIAL RESOURCES, INC.STANDON MODEL S92, OR EQUAL) PAVING REPAIR DETAIL SCALE: NONE TYPICAL ASPHALT CONCRETE SAW CUT (TYP) (E) A.C. PAVEMENT SURFACE 9" GRAVEL BASE COURSE 12"12" UNDISTURBEDNATIVE MATERIAL NATIVE BACKFILL OR PEA GRAVEL ABOVE STORAGE BASIN COMPACTED TO 95% RELATIVE DENSITY - 4 - 6 - 8 - 3 - 2 8" MIN 1 1/2"1 1/2"5" L3X3X1/4 STIFFENERTO SPAN PLATE WALLTO WALL 3/16 1-6 PLATE 1/2"X8"X8" W/ ANCHORS/ FASTENERS @ 5" O.C. EACH WAY 1 1/2"1 1/2" (N) A.C. PAVING 4" MIN OR (E) PLUS 1" 2" ( M I N . ) L/2 REMARKS CENTERLINE OF SUPPORT FOR STEEL PLATE,ANCHOR BOLTS ANDCONNECTIONS SEE END VIEW PIPE 12" TO 16" 24" 18" TO 20" 2'-0" 2'-6" 2'-0" SIZE 8" TO 10" 4" TO 6" B 1'-6" 1'-6" SECTIONS)3'-6" 4'-6" 4'-0" 1'-4" 1'-4" 1'-4" L DIMENSIONS 3'-0" 2'-6" D 1'-2" 1'-2" WAY(SEE REBAR EACH#4@12" B/2B/2 FOOTING L/2 ANCHOR AS NEEDEDSEE SUPPORT DETAIL SIDE VIEW D ( 1 ' - 0 " M I N . ) CENTERLINE OF PIPE ENGINEERED FILL PIPE SUPPORT FOOTING SCALE: NONE - 5 PIPE SUPPORT DETAIL 8" (M I N ) 4" (TYP) (TYP) (TYP) (TYP) STEEL NUTSTEEL NUT 62 3 526 6 32 6 1 4 2 5 (TYP) ID = BOLT DIAMETER + 1/64" SLEEVE: INSULATING EPOXY GLASS 1/32" THICK. NEOPRENE SEAL OR EQUAL GASKET: INSULATING G-10 GASKET WASHER: INSULATING EPOXY GLASS PROTECTIVE COATING: PETROLATUM TAPE AWWA C217 OR APPROVED EQUAL. WASHER: STEEL 1/8" THICK MATERIALS NOTES: 1. WHEREVER POSSIBLE, INSULATING FLANGE ASSEMBLIES SHOULD BE ASSEMBLED PRIOR TO INSTALLATION & TESTED ELECTRICALLYTO ENSURE THAT INSULATING IS EFFECTIVE. 2. WRAP FLANGE ASSEMBLY AS SHOWN BY PETROLEUM WAX TAPE PER AWWA C217. 3. INSULATING MATERIALS SHOULD BE ORDERED AS A SET BY FLANGE SIZE & FLANGE RATING. ONE SET OF INSULATING MATERIALS INCLUDES G-10 INSULATING GASKET, SLEEVES & WASHERS AND STEELBACK-UP WASHERS. GASKET SHALL BE SELFCENTERING. 4. INSULATING FLANGE SHALL BE TESTED PER NACE RP 286 PRIOR TO BACKFILL. 1 2 3 4 5 6 5 CIVIL/STRUCTURAL DETAILS 1 C-3 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A R O Y YU No. C88579Exp. 3/31/21 DIELECTRIC INSULATING FLANGE DETAIL SCALE: NONE - 7 SECTION PLAN 24" DIA X 36" HIGH POLYETHYLENE ENCLOSURE (UV STABILIZED) PART # VCAS-2436-GR PIPELINE PRODUCTS OR APPROVED EQUAL EXIST GRADE 1X1X1/8" ANGLE SUPPORT (GALVANIZED) (TYP) CONCRETE SUPPORT 30" DIA X 12" THICK (2500 PSI) 2" PVC SCH 80 WITH SOLVENT WELDED FITTING BELOW GRADE AND THREADED FITTING ABOVE GRADE SADDLE TAP FOR PIPE MOUNTING. SEE SPECIFICATION SECTION 15050 1" PVC SCH 80 ELBOW 3/6 SS STRAP WITH BOLTED CONNECTORS 2 PER FIXTURE (TYP) 1" BACK FLUSHING AND BLOW OFF VALVES W/ QUICK DISCONNECTS 2" PVC BALL VALVE THREADED NON SHRINK GROUT SEAL AROUND HOLES FOR SUPPORTS (1"+SUPPORT OD MIN) 3" C L R (T Y P ) TO SEWER FORCE MAIN SEWAGE VACUUM RELIEF VALVE SCALE: NONE - 1 VACUUM RELIEF VALVE, SEE NOTES 24" VALVE ENCLOSURE (REMOVABLE) NOTES: 1. APPROVED DIELECTRICS MUST BE USED AT ALL CONNECTIONS OF DISSIMILAR METALS FOR PIPING AND APPURTENANCES. 2. SEWAGE VACUUM RELIEF VALVE SHALL BE A MINIMUM 2-INCH DIAMETER WITH CONTROLLED VENTING FEATURE (APCO-S1500TCS, OR EQUAL). A SINGLE BODY-STYLE SEWAGE VACUUM RELIEF VALVE IS NOT ACCEPTABLE. 3. SEWAGE VACUUM RELIEF VALVE SHALL SEAT WITH A MINIMUM PRESSURE OF -0.5 PSI. SEWAGE VACUUM RELIEF VALVES REQUIRING SEATING PRESSURES GREATER THAN -0.5 PSI WILL NOT BE ALLOWED. CLEANOUT 6" NATIVE BACKFILL COMPACTED TO 95% RELATIVE DENSITY ROORYJMF 3" MI N NOTES:1.LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI318-14. NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY DIFFERENCES THAN THE FOLLOWING CRITERIA FORAPPLICABLE CHANGES IN LAP SPLICE LENGTH.2.LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 60 REINFORCING IN NORMAL-WEIGHT CONCRETE WITH f'cGREATER THAN OR EQUAL TO 3,000 PSI.3.CENTER-TO-CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUSONE BAR DIAMETER.4.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS.5.FOR EPOXY-COATED REINFORCING OR LIGHTWEIGHT AGGREGATE CONCRETE CONSULT THE DESIGN ENGINEERFOR LAP SPLICE LENGTHS. 6" 6" 12" SPLICE LENGTH FOR REINFORCING BARS IN WALLS & SLABS (INCHES)1,2,3,5 PIPES AND CONDUIT GREATER THAN 2"Ø PIPES AND CONDUIT 2"Ø AND SMALLER 3" ( M I N ) SOFTMETRIC INCHPOUND BAR SIZE CONC COVER=2.00 IN.CONC COVER=1.50 IN. TOP OTHER TOP OTHER44 #10 #3 17 16 17 16 #13 #4 23 17 23 17 22282228#5#16 #19 #6 34 26 34 26 38494355#7#22 #25 #8 70 54 56 43 NOTES:1.ENCASEMENT REINFORCEMENT SHALL BE #4@12" UON.PROVIDE 3 INCHES (MIN) CLEAR COVER.2.SPACE PIPES AND CONDUIT 3xDIA (MIN) ON CENTER INTERIOR CORNERS EXTERIOR CORNERS 4'-0" EDGE OF SLAB 5-#4 @ 4" CC, TOP EDGE OF SLAB 4-#4 x 4'-0" @ 6" CC, TOP LAYER 3/4" BELOW TOP OF SLAB ROUGH CJ CRUSHEDROCK SLAB W/TYP REINF SEE NOTE 2 - 4ADDTL REINF FOR SLAB CORNERS NTS- 3PIPE AND CONDUIT ENCASEMENT NTS NTS - 1CONCRETE REINFORCEMENT SPLICE TABLE HOOKA or G Jd D 4d2 1/2" MIN DETAILINGDIMENSION DETAILINGDIMENSION d D 12dA o r G 180° D = FINISHED INSIDE BENDDIAMETER (INCLUDESSPRINGBACK)d =BAR DIAMETER ACI 318-14 MIN BENDDIAMETER:6d FOR #3 THROUGH #88d FOR #9, #10 & #1110d FOR #14 AND #18 RECOMMENDED END HOOK DIMENSIONS BAR SIZE D 180 ° HOOKS 90° HOOKSA or G J A or G#3 0'-2 1/4"0'-5"0'-3"0'-6"#4 0'-3"0'-6"0'-4"0'-8"#5 0'-3 3/4"0'-7"0'-5"0'-10"#6 0'-4 1/2"0'-8"0'-6"1'-0"#7 0'-5 1/4"0'-10"0'-7"1'-2"#8 0'-6"0'-11"0'-8"1'-4"#9 0'-9 1/2"1'-3"0'-11 3/4"1'-7"#10 0'-10 3/4"1'-5"1-'1 1/4"1'-10"#11 1'-0"1'-7"1'-2 3/4"2'-0" 90° - 2REINFORCING HOOKS NTS NOTES:1.JOINT FORMED WITH TOOL OR INSERT STRIP MAY BESUBSTITUTED FOR SAWED TYPE WITH PRIOR ACCEPTANCEBY THE ENGINEER.2.SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURSOF CONCRETE PLACEMENT.3.THIS DETAIL DOES NOT APPLY TO SUSPENDED SLABS ORLIQUID CONTAINING BASINS UNLESS SPECIFICALLY NOTED. T/ 4 'T ' PE R P L A N S 1" 'T ' PE R P L A N S SAWED JOINT (3/16"-3/8" WIDE)FILL W/ SEALANT WHERENOTED ON PLANS (TYP) REINF NOTED TO BEDISCONTINUOUSPER PLANS REINF NOTED TO BECONTINUOUS OR PARTIALLYCONTINUOUS PER PLANS - 5CONTROL JOINT NTS NOTES:1.COORDINATE ALL DIMENSIONS WITHFAVORABLY REVIEWED EQUIPMENTANCHORAGE AND INSTALLATION SHOPDRAWINGS. MAXIMUM OPERATING WEIGHTOF SURGE TANK SHALL NOT EXCEED =6,500 LBS. MAXIMUM DIMENSIONS OFSURGE TANK SHALL NOT EXCEED = 4FTDIAMETER, 9.3FT HEIGHT.2.EQUIPMENT BASEPLATE SHALL BEUNDERLAIN BY A MINIMUM OF 1/4"NON-SHRINK GROUT.3.CONCRETE SHALL RECEIVE A SMOOTHTROWEL FINISH AND AN AS-CAST FINISHON EXTERIOR SURFACES THAT WILL NOTBE EXPOSED TO VIEW.4.EXCAVATION AND SUBGRADEPREPARATION SHALL EXTEND 5'-0" BEYONDTHE FOOTING WHERE SPACE ALLOWS ANDSHALL BE IN ACCORDANCE WITHSPECIFICATION SECTION 02302.5.PROVIDE SHORING AND BRACEDEXCAVATIONS IN ACCORDANCE WITH THEREQUIREMENTS OF THE GEOTECHNICALREPORT PROVIDED BY NINYO & MOORE. FINISH PERNOTE 3 #7 @ 12" O.C.EACH WAYTOP & BOTTOM ADJACENTGRADE 2" M I N 1' - 6 " 7SURGE TANK CONCRETE PAD NTS- 6EXPANSION JOINT NTS CONCRETE PAD JOINT SEALANT BACKER ROD PREFORMED JOINT FILLER 1/2" 1/ 4 " EDGE OF BYPASS VAULT CRUSHED ROCK 1' - 0 " 8" M-1, M-2 SCARIFIED AND COMPACTED NATIVE SOIL CLSM FILL UNDISTURBED NATIVE SOIL 8' - 0 " ± SEE NOTE 4 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 6 CIVIL/STRUCTURAL DETAILS 2 C-4 GENERAL 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE. 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS NOTED OTHERWISE. 3. DIMENSIONS NOTED WITH AN ASTERISK, " * ", ARE TO BE COORDINATED IN THE FIELD BY THE CONTRACTOR. PERMITS AND INSPECTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES, AND APPLICABLE OSHA REQUIREMENTS. SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. SPECIAL INSPECTION IN ACCORDANCE WITH CBC 2019, SECTION 1704, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 3. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE SOIL COMPACTION TESTS. REINFORCING STEEL 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. 4. REINFORCING SHALL LAP IN ACCORDANCE WITH ACI 318-14. 5. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS SHOWN OTHERWISE BAR COVER SHALL NOT BE LESS THAN, UNLESS OTHERWISE SHOWN ON THE DRAWINGS: SLAB BOTTOMS ON CONCRETE WORK MAT 2-INCH SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCH SLAB BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI AS MEASURED IN ACCORDANCE WITH ASTM C39. 2. MIX DESIGN FIELD TEST RECORDS: SUBMIT IN ACCORDANCE WITH ACI 318 CHAPTER 26.4.4 WATER/CEMENT RATIO: 0.42 MAX AIR CONTENT: 4% +/- 1% IN ACCORDANCE W/ ASTM C231 SLUMP:3 TO 4 INCHES IN ACCORDANCE W/ ASTM C143 SHRINKAGE: 0.05% IN ACCORDANCE W/ ASTM C157 3. CEMENTITIOUS MATERIALS MINIMUM CONTENT: 590 LBS/CU YD PORTLAND CEMENT: ASTM C150, TYPE V FLYASH:ASTM C618, CLASS F, NOT TO EXCEED 20% OF TOTAL CEMENTITIOUS MATERIALS 3. AGGREGATE COARSE: CONFORM TO ASTM C33, 1-INCH MAX AGGREGATE FINE: CONFORM TO TABLE 1 OF ASTMC33 4. ADMIXTURES AIR ENTRAINING: ASTM C260 WATER REDUCING: ASTM C494, TYPE A 5. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, 318-14, AND ACI 347. 6. CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 DEGREES F. 7. PROVIDE SF-2.0 FINISH AT FORMED SURFACES IN ACCORDANCE WITH ACI 301. 8. PROVIDE TROWEL FINISH AT HORIZONTAL SURFACES IN ACCORDANCE WITH ACI 301. 9. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4-INCH. CONCRETE INSPECTION: CONT PER [ ] [X] VERIFY DESIGN MIX [X] [ ] AT TIME SAMPLE TAKEN FOR STRENGTH, SLUMP, UNIT WEIGHT, AIR AND TEMPERATURE TESTS. [ ] [X] PROPER CURING AND TEMPERATURE [X] [ ] BOLTS INSTALLED IN CONCRETE [ ] [X] REINFORCING PLACEMENT [ ] [X] FORMWORK [ ] [ ] STRESSING & GROUTING OF TENDONS. TESTING: [X] (4) 6 INCH DIAMETER CYLINDERS PER 100 CUBIC YARDS* TEST: (2) @ 7 DAYS, (2) @ 28 DAYS. * EACH MIX PLACED, EACH DAY PLACED [X] SLUMP TEST - PER 50 CY & AT STRENGTH SAMPLE [X] AIR TEST - PER STRENGTH SAMPLES [ ] SHRINKAGE TEST - 3 SPECIMENS PER STRENGTH SCHEDULE [ ] UNIT WEIGHT TEST - PER STRENGTH SAMPLES SPECIAL CASES ANCHORAGE TO EXISTING CONCRETE: [X] INSTALLATION INSPECTION IN ACCORDANCE WITH ICC-ES REPORT COMBINED AGGREGATE GRADATION (% PASSING SIEVE) 2"1-1/2"1"3/4" 3/8" No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 100 90-100 50-96 45-80 38-55 30-45 23-38 17-33 10-22 3-10 0-3 0-2 SOIL AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE MADE FOR THE CITY OF CARLSBAD BY NINYO & MOORE IN A REPORT DATED JUNE 10, 2015, IN A REVISED REPORT DATED JANUARY 24, 2020, AND IN AN EMAIL CORRESPONDENCE DATED FEBRUARY 21, 2020. 2. IN ACCORDANCE WITH THE CBC CHAPTER 18 THE SOILS IN CARLSBAD, CA ARE GENERALLY CLASSIFIED AS SILTY CLAY. 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 1,500 PSF FOR FOOTINGS. BEARING CAPACITY OF SOILS ARE FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. BEARING VALUES MAY BE INCREASED BY ONE-THIRD WHEN TRANSIENT LOADS SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED. 4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS. EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL. SUBMITTAL REQUIREMENTS 1. PRODUCT DATA: BAR SUPPORTS AND CHAIRS MECHANICAL BAR CONNECTORS, INCLUDING ICC-ES REPORTS CERTIFIED MILL TEST REPORTS ON REINFORCEMENT CEMENTITIOUS MATERIALS COARSE AND FINE AGGREGATES ADMIXTURES WATER READY-MIX PLANT CERTIFICATION MIX DESIGNS MIX TEST RESULTS CURING MATERIALS AND PROGRAM JOINT FILLERS SEALANTS GROUTS METHODS AND MATERIALS FOR CONC REPAIRS ADHESIVE ANCHORS, INCLUDING ICC-ES REPORTS 2. SHOP DRAWINGS: BAR AND WIRE FABRIC LAYOUTS BAR BENDING DIAGRAMS ASSEMBLY DIAGRAMS, INCLUDING BAR LAP AND SPLICE LOCATIONS MECHANICAL CONNECTOR LAYOUT ACCESSORIES AND INSERTS LAYOUT CONSTRUCTION JOINT LAYOUT SEQUENCE OF CONCRETE PLACEMENT PROGRAM AND METHOD OF CONCRETE PLACEMENT LOADING CRITERIA 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2019 CALIFORNIA BUILDING CODE INCLUDING LATEST REVISION. 2. DEAD LOAD:AS CALCULATED 3. LIVE LOADS: FLOOR - LIGHT MANUFACTURING/STORAGE 125 PSF UNIFORM, 2,000 LBS POINT SIDEWALKS & VEHICULAR DRIVEWAYS 250 PSF UNIFORM, 8,000 LBS POINT UNRESTRICTED VEHICULAR ACCESS AASHTO HL-93 4. WIND LOAD: BASIC WIND SPEED, V 103 MPH NOMINAL WIND SPEED, VASD 80 MPH EXPOSURE C RISK CATEGORY III 5. SEISMIC LOAD: SEISMIC IMPORTANCE FACTOR, IE 1.25 SEISMIC IMPORTANCE FACTOR, Ip 1.50 MAPPED RESPONSE PARAMETER, SS 0.959 MAPPED RESPONSE PARAMETER, S1 0.350 SITE CLASS D DESIGN RESPONSE PARAMETER, SDS 0.744 DESIGN RESPONSE PARAMETER, SD1 0.467 SEISMIC DESIGN CATEGORY D RESPONSE MODIFICATION FACTOR, R 3 LONG PERIOD TRANSITION PERIOD, TL 8 SECONDS 6. GROUND SNOW LOAD, Pg 0 SPECIAL INSPECTION AND TESTING SCHEDULE ADHESIVE ANCHORING SYSTEMS 1. ADHESIVE: TWO-COMPONENT EPOXY RESIN AND HARDENER MEETING THE REQUIREMENTS OF ASTM C881 TYPES 1 AND 4, GRADE 3, CLASS C. ADHESIVE SHALL BE SUPPLIED IN MANUFACTURER'S STANDARD SIDE-BY-SIDE CARTRIDGE AND DISPENSED THROUGH MANUFACTURER'S STATIC-MIXING NOZZLE. 2. ANCHOR: THREADED ROD WITH CHAMFERED THREADED END. PROVIDE 45 DEGREE CHISEL POINT AT INSERTION END OF ROD OR REINFORCING. FURNISH NUTS AND WASHERS AS REQUIRED. PROVIDE HOT-DIP GALVANIZED RODS UNLESS OTHERWISE NOTED. PROVIDE STAINLESS STEEL AT SUBMERGED OR BURIED APPLICATIONS, AND AT APPLICATIONS EXPOSED TO WEATHER OR CORROSIVE CHEMICALS. ·ASTM A36 OR A307 (STANDARD CARBON STEEL) ·ASTM A193 GRADE B7 (HIGH-STRENGTH CARBON STEEL) ·REINFORCING BARS IN ACCORDANCE WITH THIS DRAWING ·AISI 316L/ASTM A276 STAINLESS STEEL MEETING THE REQUIREMENTS OF ASTM F593 3. MANUFACTURER: HILTI HIT-RE 500 V3, HILTI HIT HY-200, SIMPSON STRONG-TIE SET-XP, OR EQUAL. 4. FOR SUBMERGED APPLICATIONS IN POTABLE WATER PROVIDE NSF/ANSI STD 61 CERTIFICATION. DEFERRED SUBMITTALS IN ACCORDANCE WITH CBC SECTION 107.3.4.1 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: 1. SURGE TANK ANCHORAGE 2. PIPE SUPPORTS AND ANCHORAGE FOR PIPING STRUCTURAL STEEL 1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. W- AND WT- SHAPES SHALL CONFORM TO ASTM A992. PLATES CONNECTING TO W- AND WT- SHAPES SHALL CONFORM TO ASTM A572 GRADE 50. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S. 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISC CERTIFIED FABRICATOR IN CONFORMANCE WITH THE LATEST AISC SPECIFICATION PARTS 1 THRU 4 AND THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. CONNECTIONS SHALL USE ASTM A325-X BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITH OVERSIZE OR SHORT SLOTTED HOLES. 4. WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XX ELECTRODES. WELDING SHALL BE DONE BY CERTIFIED WELDERS. WELDING SHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.1). 5. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL COMPONENTS AND CONNECTIONS SHALL BE PAINTED OR PROTECTIVE COATED IN ACCORDANCE WITH THE SPECIFICATIONS. GENERAL STRUCTURAL NOTES MOR G A N ELISE J O E L No. C90498Exp. 9/30/21 MEJMEJDEC I.E. 93.58± PIPE SUPPORT (TYP) 12" FLANGED GATE VALVE 12" D.I.P. FORCE MAIN TOP OF VAULT EL. 107.5 FINISHED GRADE EL. 106.8± FLOW METER ASSEMBLY 12" VICTAULIC COUPLING I.E. 93.46± EL 90.46 EL 91.96 12" D.I.P. FORCE MAIN FLOW METER ASSEMBLY 6' X 15' INSIDE DIMENSION PRECAST CONCRETE VAULT 12" FLANGED GATE VALVE 12" X 12" X 8" FLG TEE 12" VICTAULIC COUPLING, TYP. OF 2 ALUMINUM LADDER (TYP OF 2) PLANSOUTH EAST ACCESS HATCH A 8"Ø SWING CHECK VALVE 10"Ø DIPS DR 13.5 HDPE BYPASS DISCHARGE LINE 8"Ø D.I. P.E. BYPASS DISCHARGE LINE 8"Ø D.I. ELBOW 3/4"=1'-0" 0 21 7 DEMOLITION PLAN AND SECTION 10" X 8" D.I. FLG 90° REDUCING ELBOW 10"Ø HDPE FLG ADAPTOR P.E. D-1 8"Ø D.I. FLG. BYPASS DISCHARGE LINE 8"Ø RESTRAINED F.C.A. (TYP OF 3) PIPE SUPPORT A M-1 M-1 ASECTION POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A SURGE TANK LINE REMOVE EXISTING PIPING AT FLANGE REMOVE EXISTING PIPING AT FLANGE REMOVE PIPE SUPPORT 3'-10" 3'-10" R O Y YU No. C88579Exp. 3/31/21 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" FLOW METER AND EMERGENCY BYPASS CONNECTION VAULT NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND RESTRAINING ALL EXISTING PIPING DURING DEMOLITION. 2. DEMOLITION SEQUENCING AND USE OF THE EXISTING POINSETTIA LIFT STATION BYPASS PUMP SHALL BE COORDINATED WITH THE OWNER. ANY WORK PERFORMED DURING NIGHT HOURS WILL REQUIRE APPROPRIATE OUTREACH TO NEIGHBORING RESIDENTS. REFER TO THE GENERAL PROVISIONS FOR FURTHER INFORMATION. ROORYJMF SCALE: 3/4"=1'-0" 12" D.I.P. FORCE MAIN FLANGE TO FLANGE CONNECTION (TYP OF 2) 6' X 15' INSIDE DIMENSION PRECAST CONCRETE VAULT 12" FLANGED GATE VALVE 12" X 12" X 8" FLG TEE 12" VICTAULIC COUPLING, TYP. OF 2 ALUMINUM LADDER (TYP OF 2) 24 " METER AND EMERGENCY BYPASS CONNECTION VAULT PLAN A 10"Ø DIPS DR 13.5 HDPE BYPASS DISCHARGE LINE 8"Ø D.I. P.E. BYPASS DISCHARGE LINE 8"Ø D.I. ELBOW 8 SURGE TANK LINE PLAN 47" 10" X 8" D.I. FLG 90° REDUCING ELBOW 10"Ø HDPE FLG ADAPTOR P.E. M-1 8"Ø RESTRAINED F.C.A. (TYP OF 3) PIPE SUPPORT 30" 48 " 48 " A M-2 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 12" FLANGED PLUG VALVE 12"x12"x12" FLG. TEE RESTRAINED FCA (TYP) CORE 16"Ø HOLE AND USE LINK SEAL® LS-400-*-9 (OR EQUAL). DRY PACK NON SHRINK GROUT IN ANNULUS, SEE DETAIL TO AIR COMPRESSOR. FOR CONTINUATION SEE SHEET C-1 12" FM 12" 90° ELBOW R O Y YU No. C88579Exp. 3/31/21 PIPE SUPPORT SEE DETAIL 6' - 1 1 " NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 2. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS SHALL BE PROVIDED FOR A MINIMUM DESIGN PRESSURE OF 175 PSI. 3. CONTRACTOR SHALL FABRICATE A UNISTRUT PIPE SUPPORT FRAME WITH A CONCRETE FOOTING FOR THE AIR PIPING. SEE SPECIFICATION 15060. 1/2" CA SURGE TANK 12" FM BB M-2 3 C-3 FLOW METER ASSEMBLY 2 C-3 11'-6" EXPANSION JOINT SEE DETAIL 6 C-4 CONCRETE PAD SEE DETAIL 7 C-4 7'-6" 7' - 6 " ROORYJMF SEE NOTE 3 S PI104 S PI 104 SCALE: 3/4"=1'-0" REMOVE 8" BLIND FLANGE CONNECT TO THE 8" FLANGED GATE VALVE WITH HANDWHEEL OPERATOR I.E. 93.58± PIPE SUPPORT (TYP) 12" FLANGED GATE VALVE 12" D.I.P. FORCE MAIN TOP OF VAULT EL. 107.5 FINISHED GRADE EL. 106.8± FLOW METER ASSEMBLY 12" VICTAULIC COUPLING I.E. 93.46± EL 90.46 EL 91.96 SOUTH EAST ACCESS HATCH 8"Ø SWING CHECK VALVE, SEE NOTE 3 9 SURGE TANK LINE SECTION M-2 8"Ø D.I. FLG. BYPASS DISCHARGE LINE M-1 ASECTION SADDLE CLAMP OR SADDLE POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 15'-0" PIPE 101.67 CORE 6"Ø HOLE AND USE LINK SEAL® LS-400-*-9 (OR EQUAL). DRY PACK NON SHRINK GROUT IN ANNULUS, SEE DETAIL 4" PVC SLEEVE 12" FM 12" FLANGED PLUG VALVE WITH EXTENDED OPERATOR NUT STEM 12"x12"x12" FLG. TEE SADDLE 12" RESTRAINED F.C.A. 2" AWWA SQUARE NUT REMOVABLE ALUMINUM COVER VALVE STEM GUIDE/SUPPORT BOLTED TO THE WALL. PROVIDE 2, SPACED MINIMUM 5 FT APART R O Y YU No. C88579Exp. 3/31/21 PIPE 99.75 PIPE SUPPORT SEE DETAIL PIPE 94.08 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 2. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS SHALL BE PROVIDED FOR A MINIMUM DESIGN PRESSURE OF 175 PSI. 3. EXISTING SWING CHECK VALVE SHALL BE REPLACED. SEE SPECIFICATION 15050. 4. ALL ABOVE GROUND COMPRESSED AIR PIPING/VALVE MANIFOLD SHALL BE SUPPORTED AS DESCRIBED IN SPECIFICATION SECTION 15060. 5. CONTRACTOR SHALL FABRICATE A UNISTRUT PIPE SUPPORT FRAME WITH A CONCRETE FOOTING FOR THE AIR PIPING. SEE SPECIFICATION 15060. 565 GALLON SURGE TANK AC PAVEMENT 18 " MI N 1/2" CA, SEE NOTES 4 AND 5 SOLENOID VALVE (TYP) 12" DIP SHORT RADIUS ELBOW 12" FLANGED PLUG VALVE 12" FM RESTRAINED FLANGED COUPLING ADAPTERPRESSURE INDICATOR TRANSMITTER CONCRETE PAD SEE DETAIL 12" 90° DIP ELBOW FROM AIR COMPRESSOR, FOR CONTINUATION SEE SHEET C-1 SIGHT GAUGE AND LEVEL INDICATOR TRANSMITTER, SEE SPECIFICATION 17010 AND 17150 1/2" BALL VALVE (TYP) FINISH GRADE EL. 106.8± PIPE EL. 101.67± FOR CONTINUATION SEE SHEET C-1 PIPE EL. 108.39± FLANGE INSULATION KIT FOR DISSIMILAR MATERIALS, SEE DETAIL RUBBER EXPANSION JOINT MUFFLER 1/2" CHECK VALVE PRESSURE GAUGE SCALE: 1/2"=1'-0"M-1 BSECTION 2 C-3 6 C-3 PIPE SUPPORT SEE DETAIL 6 C-3 7 C-3 6" MIN 7 C-4 CONCRETE PAD SEE DETAIL 7 C-4 6" MIN ROORYJMF TRANSITION FROM POLYETHYLENE TUBING WITH PVC CASING SLEEVE TO BLACK STEEL POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 10 M-3 NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING ABOVEGROUND CONDUITS. CONTRACTOR TO REMOVE EXISTING ABOVEGROUND CONDUITS FOR THE WETWELL FOUL AIR EXHAUST SYSTEM. INSTALL PLATE ON ELECTRICAL FLOOR OUTLET. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 3. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS SHALL BE PROVIDED FOR A MINIMUM DESIGN PRESSURE OF 175 PSI. COMPRESSOR PLAN AND SECTION EQUIPMENT ROOM PLAN SECTION A M-2 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" A A M-2 80 GALLON VERTICAL TANK MOUNTED 2 HP AIR COMPRESSOR EXISTING ABOVE GROUND CONDUITS IN THE AREA. SEE NOTE 2 80 GALLON VERTICAL TANK MOUNTED 2 HP AIR COMPRESSOR 3/4" BLACK STEEL AIR PIPING WALL PENETRATION. CORE 2" HOLE FOR CONTINUATION SEE SHEET C-1 R O Y YU No. C88579Exp. 3/31/21 18 " MI N 18" MIN REMOVE EXISTING DECOMMISSIONED CHEMICAL PUMPS AND FEED PIPING. PROTECT IN PLACE ACTIVE CHEMICAL FEED PIPING PROTECT IN PLACE CHEMICAL FEED PUMP SYSTEM IN THIS VICINITY REMOVE WETWELL FOUL AIR EXHAUST SYSTEM EQUIPMENT. REMOVE ELECTRICAL CONDUITS AND CONDUCTORS. INSTALL PLATE ON ELECTRICAL FLOOR OUTLET. CAP AND SEAL DUCTS AT WALL BALL VALVE REMOVE WETWELL FOUL AIR EXHAUST SYSTEM EQUIPMENT. REMOVE ELECTRICAL CONDUITS AND CONDUCTORS. INSTALL PLATE ON ELECTRICAL FLOOR OUTLET. CAP DUCTS AT BOTH THE INTERIOR AND EXTERIOR WALL ROORYJMF 18" MIN TRANSITION FROM BLACK STEEL TO POLYETHYLENE TUBING WITH PVC CASING SLEEVE WALL PENETRATION CORE 2" HOLE TO SURGE TANK. FOR CONTINUATION SEE SHEET C-1 CA REMOVE FOUL AIR EXHAUST. CAP DUCT AT THE FLOOR POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 11 PUMP STATION PLAN M-4 NOTES: 1. EXISTING SWING CHECK VALVES SHALL BE REPLACED. SEE SPECIFICATION 15050. 2. CONTRACTOR TO DISREGARD CIRCLE CALLOUTS. CONTRACTOR TO FIELD VERIFY LOCATION OF THE SWING CHECK VALVES WITHIN THE PUMP STATION BUILDING. PUMP BUILDING PIPING PLAN SCALE: 1/2"=1'-0" R O Y YU No. C88579Exp. 3/31/21 EXISTING 8" SWING CHECK VALVE, SEE NOTE 1 EXISTING 8" SWING CHECK VALVE, SEE NOTE 1 EXISTING 8" SWING CHECK VALVE, SEE NOTE 1 ROORYJMF DISTR MANUFACTURER MOTOR CONTROL CENTER MANHOLE MOTOR OPERATED VALVE MISCELLANEOUS NORMALLY CLOSED MOTOR STARTER MOUNTING MOUNTED MANUFACTURER'S ASSOC. NOT IN CONTRACT NOT TO SCALE NATIONAL ELECTRICAL P2. MOTOR CIRCUIT PROTECTOR NORMALLY OPEN, NUMBER MANUAL TRANSFER SWITCH NATIONAL ELECTRICAL CODE THIS IS A GENERALIZED LEGEND SHEET. THISCONTRACT MAY NOT USE ALL INFORMATIONSHOWN. NOTIFY THE ENGINEER IMMEDIATELY IFCONFLICTS IN EQUIPMENT LOCATIONS AREDISCOVERED OR IF PROBLEMS ARISE DUE TOFIELD CONDITIONS, LACK OF INFORMATION ORANY OTHER REASON. NO PAYMENT WILL BEMADE FOR CHANGES WHICH HAVE NOT BEENFAVORABLY REVIEWED BY THE ENGINEER. THESE DRAWINGS ARE DIAGRAMMATIC ONLY;EXACT LOCATIONS OF ELECTRICAL EQUIPMENTSHALL BE DETERMINED IN THE FIELD BY THEENGINEER. THE INSTALLATION OF ALL EQUIPMENTSHOWN ON THESE DRAWINGS OR DESCRIBED INTHE SPECIFICATIONS SHALL CONFORM TO THEREQUIREMENTS SET FORTH IN THE LATESTEDITIONS OF ALL APPLICABLE CODES AND UTILITYCOMPANY STANDARDS. CONTACT THE UTILITYCOMPANY REPRESENTATIVES AND VERIFY THEIRREQUIREMENTS. CONDUIT SIZE AND FILL SHALL BE AS INDICATED.WHERE NO SIZE IS SHOWN, THE CONDUIT SHALLBE SIZED IN ACCORDANCE WITH THE EDITION OFTHE NATIONAL ELECTRICAL CODE ADOPTED BYTHE AUTHORITY HAVING CODE ENFORCEMENTJURISDICTION. WHERE NO FILL IS INDICATED, THEFILL SHALL BE 2#12. PROVIDE 3/16 INCH NYLONPULL ROPE IN EACH EMPTY CONDUIT. PLAN NOTES: P1. ELAPSED TIME METERETM FIRE ALARM CONTROL PANEL GENERAL NOTES: G1. FACP FDR FEEDER G3. G2. NTS NIC NO DISTRIBUTION PANEL DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW ELECTRICAL HANDHOLE ELECTRIC, ELECTRICAL EHH EQ EQPT EFFL ENCL EMERG ELEM ELEC EL, ELEV EFFLUENT ENCLOSURE EQUIPMENT EQUAL ELEVATION ELEMENTARY EMERGENCY EA EF DWG (E) DPDPDT DPST DN DRAWING EXISTING EXHAUST FAN EACH DISTRIBUTION DOWN NC NEMA NEUT NEC NEUTRAL MTS (N) MTD MTG NEW MH MOV MS MIN MISC MINIMUM MFR MCP MAX MCC MAXIMUM LOWER CASE LETTERS ADJACENT TO A SWITCHOR LIGHT FIXTURE INDICATE A SWITCHEDCIRCUIT. FOR FOUR LAMP FIXTURES WIRED INPAIRS WITHIN EACH FIXTURE, THE "a" SWITCHCONTROLS THE OUTER LAMPS AND THE "b"SWITCH CONTROLS THE INNER LAMPS; WIRE 3LAMP FIXTURES SIMILARLY. P3. WATERTIGHT TRANSFORMER WATER TREATMENT PLANT INFORMATION SHOWN MAY NOT BE ALLINCLUSIVE. SEE ALSO ANSI C37.2, Y1.1, Y32.2,AND Y32.9. VERIFY ALL COLOR REQUIREMENTSBEFORE ORDERING MATERIALS. REFER TO THE MECHANICAL DRAWINGS FORCERTAIN CONTROL DIAGRAMS AND EXACTLOCATIONS OF MECHANICAL EQUIPMENT ANDFOR CERTAIN CONNECTIONS TO BE MADE TOELECTRICAL CIRCUITS. G6. G5. G4. XFMR WT WTP TEMPERATURE TELEPHONE UNDERGROUND UNIT HEATER ULTRA VIOLET TYPICAL VOLT-AMPERES VAR-HOUR WIRE, WATTS VERTICAL VOLTS TWISTED SHIELDED PAIR WATTHOUR METER VOLT AMPERES REACTIVE VOLTMETER SWITCH VARIABLE FREQUENCY DRIVE (AC) WEATHER RESISTANT WATTHOUR DEMAND METER VS WHDM WR W WHM VERT VH VAR VFD UG UV VA V UH TEMP TSP TYP TEL FA T FLUORESCENT FEET, FOOT FREQUENCY GALVANIZED FORWARD GENERATOR HYDROGEN PEROXIDE HAND-OFF-REMOTE HORSEPOWER HORIZONTAL HANDHOLE HAND-OFF-AUTOMATIC HIGH VOLTAGE INPUT/OUTPUT INCANDESCENT INDICATING LIGHT HIGH PRESSURE SODIUM KILOVOLTS KILOAMPERES KILOVOLT AMPERES LIGHTING PANEL KILOWATT HOURS LOW PRESSURE SODIUM KILOWATTS JUNCTION BOX GALVANIZED RIGID STEEL ABBREVIATIONS KILOVOLT AMPERES REACTIVE THOUSANDS OF CIRCULAR MILS INSTRUMENT, INSTRUMENTATION HERTZ (CYCLES PER SECOND) FULL VOLTAGE, NON REVERSING HUMAN MACHINE INTERFACE GROUND FAULT INTERRUPTER FULL VOLTAGE, REVERSING LOCAL CONTROL PANEL MILLIAMPERES COMMUNICATION HANDHOLE COMMUNICATION MANHOLE CONTROL POWER TRANSFORMER CONTINUED, CONTINUATION CURRENT TRANSFORMERCWP DISC DIAG DIA DC CS CT CR CP COLD WATER PIPE DIAGRAM DIRECT CURRENT DISCONNECT DIAMETER CONTROL SWITCH CONTROL RELAY CONTROL PANEL CO CPT CONT COMM COND CMH CKT CHH CL CONDUIT ONLY CONDUCTOR COMMUNICATION CHLORINE CIRCUIT LPS LT(S) (M) mA LTG LIGHT(S) MODIFIED LIGHTING LP LCP KWH KW KV KVARH KVAR KVA HOURS KCMIL KA I/O JB AUTO/MANUAL CONTROLLER CIRCUIT BREAKER AUX. CONTACT, AMERICAN WIRE GAGE CLOSED WHEN BREAKER IS OPEN AUTOMATIC TRANSFER SWITCH CONDUIT, CONTACTOR CONTROL CABLE, CLOSING COIL BARE COPPER WIRE C CC CB CAB CAP BLDG BCW b CABINET CIRCUIT BREAKER CAPACITOR BUILDING AT AWG AUX AUTO ATS APPROX AS A/M ANN AMMETER TRIP AUTOMATIC AUXILIARY APPROXIMATE ANNUNCIATOR AMMETER SWITCH HV IND LT INCAND INSTR HZ HTR HPS HORIZ HP HEATER H O HMI HOR HOA 22HH GND GRS GEN GFI GROUND CIRCUIT BREAKER AUX. CONTACT, AMMETER, AMPERES ALTERNATING CURRENT ANALOG TO DIGITAL CLOSED WHEN BREAKER IS CLOSED AMPERES INTERRUPTING CAPACITY ABOVE FINISHED FLOOR AIC ALT AL AFF ADJ AF A/D AC ALUMINUM ALTERNATOR ADJUSTABLE AMPERE FRAME a A FVNR FWD GALV GA FVR GAUGE (F) FU FREQ FT FUSE FUTURE FLUOR PLC PROGRAMMABLE LOGIC 3/4"C-3#12 RECTIFIER SMOKE DETECTOR SECTION SUPPLY FAN SHEET SPECIFICATIONS SIGNAL SWITCH SYNCHRONIZING SWITCHGEAR SWITCHBOARD SURGE PROTECTIVE DEVICE SECONDS, SECONDARY SINGLE POLE, DOUBLE THROW TERMINAL BLOCK STAINLESS STEEL, SOLID STATE SIGNAL HANDHOLE TELEPHONE CABINET SWBD SWGR SYNC TB TC SPDT SPD SW SS SF SPECS SIG SHH SHT SECT SEC SD PANEL CONTROLLER PANELBOARD RELOCATE RELOCATED RECEPTACLE POWER ROOM REQUIRED RESET TIMER PRESSURE SWITCH SILICON CONTROLLED REVOLUTIONS PER MINUTE POLYVINYL CHLORIDE REPEAT CYCLE TIMER POUNDS PER SQUARE INCH PRIMARY RT SCR RM RPM RCPT (RLD) REQD RCT PS PWR (RL) PVC PSI PNLBD PRI PNL PHOTOELECTRIC PHASE POWER FACTOR PHOTOELECTRIC CELL PULLBOX, PUSHBUTTON POWER FACTOR RELAY POSITIVE DISPLACEMENT PH PF PFR PE PEC PB PD PLAN SYMBOLS OH ELEMENTARY DIAGRAM SYMBOLS TRANSIENT VOLTAGETVSSSURGE SUPPRESSOR FINISHED FLOORFF FLEX FLEXIBLE OVERHEAD OVER TEMPERATURE THERMAL OVERLOAD RELAY OH OL OT CONDUIT AND WIRE LAYOUT FOR LIGHTING ANDRECEPTACLES NOT SHOWN. PROVIDE PER NEC. DELAYED ELEMENTARY DIAGRAMS NAMEPLATE INSCRIPTIONS. NUMBERS AND LETTERS IDENTIFY DEVICE. DEVICE. ANY ADDITIONAL NAMEPLATES ARE LIGHT, SELECTOR SWITCH, ETC. INDICATE THE "NORMAL" STATUS OF SWITCHES OR CONTACTS IS LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR INDICATED ON ELEVATIONS WITH THE REQUIRED UNDERLINED WORDS SHOWN AT A PUSHBUTTON, E3 E2 THE SHELF POSITION. E1 CLOSED INSTANTANEOUS * ** OPEN TO CLOSE ON REACHING LIMIT CLOSE ON LEAVING LIMIT TIMED CONTACTS CLOSED DELAYED INSTANTANEOUS INSTANTANEOUS LIMIT SWITCHES NORMALSYMBOL CLOSED OPEN OPEN CLOSED TO DELAYED DELAYED INSTANTANEOUS OPEN SENSING SWITCHES RISING CLOSE ON FALLING TEMPERATURE PRESSURE LEVEL SENSED VARIABLE FLOW ON THE OTHER DIAGRAM IF OMITTED, THEN THE SPEC. NORMALLY CLOSED CONTACT SPARE CONTACTS APPLY.REQUIREMENTS REGARDING SPARE CONTACTS ON RELAY. ON THIS DIAGRAM CROSS REFERENCE TO NORMALLY OPEN CONTACT ANOTHER DIAGRAM ST 100 GEN OL AS K # SINGLE LINE SYMBOLS MOTOR STARTERNUMBER INDICATES NEMA SIZE POWER CIRCUIT BREAKER DRAWOUTABOVE 1500V RATING AS NOTED PM VS VFD 1 ** ETMM ? 1 ? OFFON START STOP H O A OH R MOTOR HEATER CRNO CRNC OL CR 1 2-2, 3, 0, 0 FS FS LS LS TS TS ZS ZS TR TR TR TR SMS SAP EMH EHH SHH Sab S* FACP SEMI CIRCLE DENOTESDOWNWARD CONDUIT RISER COMBINATION MOTOR STARTER FIBER OPTICFO ** START STOP PSPS OFFON 5 5 5 VFD 5 5 SS SPD GROUND CONNECTION SWITCH, 3 POLE EXCEPT WHERE NOTED.RATING IN AMPERES AS NOTED AUTOMATIC TRANSFER SWITCH3 POLE, RATING AS NOTED SHUNT TRIP FUSE FUSE CUTOUT CIRCUIT BREAKER, 3-POLE EXCEPT WHERENOTED. RATING IN AMPERES AS NOTED. TOPINDICATION IS FRAME SIZE, BOTTOM IS TRIPRATING. CURRENT TRANSFORMER VOLTAGE TRANSFORMER POWER OR DISTRIBUTION TRANSFORMERRATING AS NOTED MOTOR. NUMBER INDICATES HORSEPOWER GENERATOR CONTROL PACKAGE PROVIDED WITHTHE DRIVEN EQUIPMENT BUS STAB ON MCC OR SWITCHGEAR, CORD &PLUG CONNECTION FOR MOTORS THERMAL OVERLOAD A - AMMETERV - VOLTMETERWH - WATTHOUR METERGS - GROUND FAULT SENSOR AMMETER SWITCH VOLTMETER SWITCH POWER MONITOR KIRK KEY INTERLOCK POWER RECEPTACLE FOR PORTABLEEQUIPMENT RELAY DEVICE FUNCTION, #PER ANSI NUMBER C37.2 TERMINATOR / POTHEAD SPLICE, TERMINATION CAPACITOR - KVAR INDICATED VFD - VARIABLE FREQUENCY DRIVE SS- SOLID STATE STARTER VFD WITH BYPASS CONTACTOR,CONTACTOR NEMA SIZE AS INDICATED SURGE PROTECTIVE DEVICE SS STARTER WITH BUILT-INFULL SPEED CONTACTOR FUSE. RATING IN AMPERES ELAPSED TIME METERMOTOR CONTROL DEVICE COIL. PREFIX NUMBER,WHEN USED, DISTINGUISHES BETWEENDEVICES OF THE SAME TYPE. ALT - ALTERNATORCR - CONTROL RELAYGR - GENERAL RELAYISR - INTRINSICALLY SAFE RELAY LR - LATCH RELAY SV - SOLENOID VALVEPR - PROBE RELAY TD - TIME DELAY RELAY INDICATING LIGHT PUSH-TO-TEST INDICATING LIGHT COLORS: A - AMBER B - BLUE C - CLEAR G - GREEN R - RED N - NEON W - WHITE Y - YELLOW SINGLE POLE SWITCHNORMALLY OPEN / CLOSED EMERGENCY PUSHBUTTONNORMALLY OPEN / CLOSED PUSHBUTTONNORMALLY OPEN / CLOSED SWITCH1-POLE / 3-POLE MULTI-POSITIONSELECTOR SWITCH HAND-OFF-AUTOMATIC SWITCHX-INDICATES CONTACTS CLOSED HAND-OFF-REMOTE SWITCHX-INDICATES CONTACTS CLOSED TERMINAL CONTROL POWERTRANSFORMER MOTOR HEATER CIRCUIT BREAKER, MCP1-POLE / 3-POLE GROUND CONNECTION CONTACTNORMALLY OPEN / CLOSED BUS STAB ON MCC; CORD & PLUGCONNECTION FOR MOTORS THERMAL OVERLOAD BUZZER BELL HORN TR - TIMING RELAY OVERHEAD POWER LINE GROUNDING CONDUCTOR MULTIPLE CONDUIT RUN UNDERGROUNDCONDUIT CONCEALED INFLOOR CONDUIT CONCEALED INWALL OR CEILING CONDUIT EXPOSED CALLOUT INDICATING CONDUITSIZE, NUMBER OF WIRES ANDWIRE SIZE CALLOUT INDICATING CONDUITPER SCHEDULE CONDUIT RUN, HATCH MARKS INDICATENO. OF #12 CONDUCTORS NO HATCHMARKS IS 2#12 UNLESS OTHERWISENOTED HOME RUN TO PANELBOARD ORAS INDICATED FLEXIBLE CONDUIT CONDUIT RUN, BROKEN ANDCONTINUED ON SAME SHEETOR AS NOTED CAP ON CONDUIT STUB OPEN CIRCLE DENOTES UPWARDCONDUIT RISER INDICATES REMOVAL FIRE ALARM CONDUIT TELEPHONE CONDUIT 120V SURFACE MOUNTED PANELBOARD 120V FLUSH MOUNTED PANELBOARD MOTOR DISCONNECT SAFETY SWITCH MANUAL MOTOR STARTER CONTROL STATION EQUIPMENT MOUNTING STAND GROUND ROD INSTRUMENT ELECTRIC MANHOLE / POWER HANDHOLE/ SIGNAL HANDHOLE INTRUSION REMOTE KEY PAD INTRUSION DOOR SWITCH SECURITY ALARM PANEL SINGLE POLE SWITCH 2 = 2 POLE, 3 = 3 WAY, 4 = 4 WAY,K = KEY OPERATED WR = WEATHER RESISTANT D = DIMMER P = SWITCH WITH PILOT LIGHT SINGLE POLE SWITCH (NOTE P2) FIXTURE (NOTE P2)SEE FIXTURE SCHEDULE FIXTURE WITH NIGHT LIGHTING(UNSWITCHED) OR FIXTURE WITHSELF-CONTAINED EMERGENCYBALLAST/BATTERY WALL/CEILING MOUNTED FIXTURE WALL/CEILING MOUNTED FIXTURENIGHT LIGHTING (UNSWITCHED) POLE MOUNTED FIXTURE WALL/CEILING MOUNTED EXIT LIGHT- DIRECTIONAL ARROW WHEREINDICATED, SHADED AREAINDICATES ILLUMINATED FACE EMERGENCY LIGHT WITH SELFCONTAINED BATTERY LIGHT FIXTURE IDENTIFICATION SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 240V DUPLEX WALL RECEPTACLE, 120VWR = WEATHER RESISTANTG = GROUNDEDIG = ISOLATED GROUNDGF = GROUND FAULT INTERRUPTER DOUBLE DUPLEX WALLRECEPTACLE, 120V DUPLEX FLOOR RECEPTACLE, 120V MULTI-OUTLET ASSEMBLY WITHSINGLE RECEPTACLE, 120VSPACING (X INCHES) AS NOTED,MOUNTING HEIGHT AS NOTED RECEPTACLE, 480V WALL/CEILING MOUNTEDJUNCTION BOX FLOOR RECESS MOUNTEDJUNCTION BOX THERMOSTAT, WALL MOUNTED WALL TELEPHONE OUTLET (+12") DATA WALL OUTLET TELE-DATA WALL OUTLET FLOOR OUTLETS FIRE ALARM PULL STATION FIRE ALARM FLASHING LIGHT FIRE ALARM HORN BELL BUZZER HEAT DETECTOR SMOKE DETECTOR FIRE ALARM CONTROL PANEL PROXIMITY SENSOR WALL SENSOR S SECURITY SYSTEM CONDUIT INSTRUMENT A ELEV CTK # D S M J J J T F F F S H K 100AF100AT AMPSPOLES AMP/FRAME EQUIPMENT CONNECTION 480V SURFACE MOUNTED PANELBOARD 480V FLUSH MOUNTED PANELBOARD #A1 TB-# ANTENNA X " 135 SCR MEASURE OF ACIDITY OR ALKALINITYpH MAIN LUG ONLYMLO MCB MAIN CIRCUIT BREAKER KILOVOLT AMPERES REACTIVE LOCAL-OFF-REMOTELOR ASD ADJUSTABLE SPEED DRIVE (DC) 100A MCP TM 100AT MCP CIRCUIT BREAKER, 3-POLE EXCEPT WHERENOTED. RATING IN AMPERES AS NOTED. TOPINDICATION IS CONTINUOUS CURRENT RATING. THERMAL-MAGNETIC CIRCUIT BREAKER, 3-POLEEXCEPT WHERE NOTED. RATING IN AMPERES ASNOTED. BOTTOM INDICATION IS INSTANTANEOUSTRIP RATING. FIBER OPTIC CONDUIT PULLBOX GROUND ROD/TEST WELL GROUND CONNECTION (BOLTED) GROUND CONNECTION (EXOTHERMIC) POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 12 LEGENDS AND SYMBOLS E-1 ELECTRICAL DH / RMJRMZD 0 1"=10' 10 20 POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 13 E-2 OVERALL ELECTRICAL SITE PLAN ELECTRICAL BUILDING GENERATOR BUILDING ODOR CONTROL SYSTEM (N) 4 FT DIAMETER SURGE TANK (E) MOTOR CONTROL CENTER (MCC) (E) MAIN CONTROL PANEL (MCP) P-101 (N) PIT-103 (N) LIT-102 (N) SURGE TANK CONTROL PANEL C-103 S-101 (N) AIR COMPRESSORCONTROL PANEL P-100 C-101 P-100 P-101 C-101 C-103 S-101 DH / RMJRMZD MAINCIRCUITBREAKER 20"20" SPACE PHASEFAILURERELAY LIGHTINGPANEL PB-1 20" AIRCOMPRESSOR SUMPPUMPNO. 2 SUMPPUMPNO. 1 SPACE PUMPP3 30" PUMPP2 30" PUMPP1 30" SPACE COMMI-NUTORCP CRANE 90" ODORSCRUBBER SDG&EPADMOUNTXFMR 12KVPER SDG&E WH 600A3P N G N G 500A18KAIC3P N E GEN DIESELENGINE 480V, 3PH, 4W250KW, 0.8PF ATS MAINC.B. 30KAIC 600A 3PMCB PFR 20A3P CRANE 200A3P SS JJ 125 LOS ZS-P1 BYPASS MFR CABLES 200A3P SS JJ 125 LOS ZS-P2 BYPASS MFRCABLES P1156 FLA P2156 FLA 200A3P SS JJ 125 LOS ZS-P3 BYPASS MFRCABLES P3156 FLA GND GROUND RING& CW PIPE 20A3P COMMINUTORCP 8A 40A2P 15KVATR-PB2480V PRI120/240V SEC PNL PB2120/240V1PH, 3W30 POS 200A3P 200A3P 1 1 .75 SUMP PUMPNO. 1 .75 SUMP PUMPNO. 2 40A2P PNL PB1120/240V1PH, 3W30 POS15KVA1PH, 3W480V PRI120/240V SEC 15A3P 2 AIRCOMPRESSOR MCC 600A, 480V, 3PH, 3W 42KA BRACING VCP 30A NEMA 4XLOCATED INGEN BUILDING POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A SINGLE LINE DIAGRAM MCC ELEVATION SCALE: 1"=1'-0" CONTRACTOR SHALL FURNISH, INSTALL ANDCONNECT 15A, 3-POLE BREAKER IN EXISTINGALLEN BRADLEY CENTERLINE MCC.INSTALLATION SHALL MEET THE REQUIREMENTSOF ALLEN BRADLEY TO MAINTAIN THE UL LISTINGOF ASSEMBLY. WIRE COMPLETE ON ACCORDANCEWITH THE NEC AND LOCAL CODES. SHEET NOTES: 1 1 14 AND EQUIPMENT ELEVATION E-3 SINGLE LINE DIAGRAM DH / RMJRMZD POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 15 E-4 SCHEDULE & CONDUIT BLOCK DIAGRAMPANELBOARD AND CONDUIT/CABLE MCC PB-1 P- 1 0 0 P- 1 0 1 AIR COMPRESSORCONTROL PANEL SURGE TANKCONTROL PANEL P- 1 0 0 A AIR COMPRESSOR PSHL100 C- 1 0 0 J C- 1 0 2 J S- 1 0 0 SV SV LIT102 PIT103 C- 1 0 2 A C- 1 0 2 B S- 1 0 0 A S- 1 0 0 B MCP C- 1 0 1 S- 1 0 1 C- 1 0 3 CONDUIT AND WIRE SCHEDULE NUMBER FROM TO SIZE (")POWER CONTROL SIGNAL COMMENTS P-100 (E) MCC AIR COMPRESSOR CONTROL PANEL 1"C 3-#12, 1-#12GND P-100A AIR COMPRESSOR CONTROL PANEL AIR COMPRESSOR 3/4"C 3-#12, 1-#12GND P-101 (E) PB-1 SURGE TANK CONTROL PANEL 1"C 2-#12, 1-#14GND C-100 AIR COMPRESSOR CONTROL PANEL PSHL-100 3/4"C 2-#14, 1-#14GND C-101 AIR COMPRESSOR CONTROL PANEL (E) MCP 1"C 2-#14, 1-#14GND C-102 SURGE TANK CONTROL PANEL JUNCTION BOX 1"C 4-#14, 1-#14GND C-102A JUNCTION BOX SV-XXX 3/4"C 2-#14, 1-#14GND C-102B JUNCTION BOX SV-XXX 3/4"C 2-#14, 1-#14GND C-103 SURGE TANK CONTROL PANEL (E) MCP 1"C 2-#14, 1-#14GND S-100 SURGE TANK CONTROL PANEL JUNCTION BOX 1"C 2-2/C-#16TSP S-100A JUNCTION BOX LIT-102 3/4"C 2/C-#16TSP S-100B JUNCTION BOX PIT-103 3/4"C 2/C-#16TSP S-101 SURGE TANK CONTROL PANEL (E) MCP 1"c 2-2/C-#16TSP DH / RMJRMZD * HEAT TRACE SILENCER LINES CONNECTED NOT CONNECTED MAIN PROCESS MECHANICAL OR SECONDARY PROCESS SLUICE GATE OR SLIDE GATE FH - T - TYPICAL CONNECTION VALVE OPERATORS MOTOR PRESSURE BALANCED DIAPHRAGM AV - DIAPHRAGM WATER LINE AIR VALVE FILTER FLEXIBLE COUPLING *F - CYLINDER OPERATOR SOLENOID VALVE SOLENOID EXPANSION JOINT DRAIN PURGE THERMOMETER WELL FIRE HYDRANT TRAP VALVES WELDED CAP DIAPHRAGM SEAL EQUIPMENT FLANGED COUPLING ADAPTER REDUCER BLIND FLANGE Y STRAINER SCREWED CAP TEE FLANGE UNION GRAVITY FLOW VERTICAL TURBINE PUMP MIXER SUBMERSIBLE PUMP BLOWER PUMP METERING PUMP PUMP PROGRESSIVE CAVITY ROTARY PUMP PERISTALTIC PUMP AIR RELIEF VALVE LEVEL PROBE AIR RELEASE CHEMICAL DIFFUSER STATIC MIXER HB CALIBRATION CYLINDER PULSATION DAMPER EDUCTOR/INJECTOR DENOTES SUPPLIED BY MFR * THIS IS A GENERALIZED LEGEND SHEET. SEE ALSO ISA S5.1, S5.3 AND S7.3. INSTRUMENTS MARKED WITH AN ASTERISK AREFURNISHED WITH THE EQUIPMENT. REFER TO ISA RP7.7 FOR INSTRUMENT AIRQUALITY STANDARDS. 1. 2. 3. 4. NOTES: HOSE BIBB CONNECTION RUPTURE DISK, VACUUM RUPTURE DISK, PRESSURE MISCELLANEOUS FLOW STRAIGHTENING VANE P EQUIPMENT ENCLOSURE TURBINE PUMP BALL VALVE CLOSED DIAPHRAGM INSTRUMENT CONNECTION VENT SILENCER SNUBBER SONIC SENSOR MISCELLANEOUS DISCONNECT' 55 GAL DRUM FOOT VALVE SPRAY NOZZLE FLAME ARRESTOR BELT CONVEYOR HORIZONTAL SCREW CONVEYOR STEEL TANK FLAT TOP TANK S SV MM MM MM MM EQUIPMENT REFERENCE SHEET/GRID NUMBERSH (#) EQUIPID SYSTEM TO/FROM IDENTIFIER SYSTEM DESCRIPTOR BUBBLER INJECTION MIXER PLASTIC TANK OPEN TOP TANK PRESSURE VESSLES (VERTICALAND HORIZONTAL) HORIZONTAL HEAT EXCHANGER VERTICAL HEAT EXCHANGER ROTAMETER WITH INTEGRAL VALVE FLOW PRIMARY ELEMENTS THERMAL MASS FLOWMETER POSITIVE DISPLACEMENT TYPE PRIMARY ELEMENT TURBINE OR PROPELLER-TYPE ROTAMETER WEIR FLUME AVERAGING PITOT TUBE VENTURI TUBE SINGLE PORT PITOT TUBE OR PITOT-VENTURI TUBE ORIFICE PLATE SONIC FLOWMETER MAGNETIC FLOWMETER FLOW TOTALIZING INDICATOR TARGET TYPE SENSOR FLOW NOZZLE VORTEX SENSOR M XX X X BW24" PIPE SIZE IN INCHES PIPE SYSTEM SHADING INDICATES PORT TO BE CLOSED DURING NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. PINCH VALVE DIAPHRAGM VALVE BUTTERFLY VALVE PLUG VALVE GLOBE VALVE CHECK VALVE GATE VALVE PRESSURE REDUCING REGULATING VALVE, LO = LOCKED OPEN LC = LOCKED CLOSED EXTERNAL PRESSURE TAP PRESSURE RELIEF VALVE CLOSED DURING NORMAL OPERATION FC = FAIL CLOSED FO = FAIL OPEN 4-WAY VALVE ANGLE VALVE 3-WAY VALVE ** BACK PRESSURE REGULATING VALVE, SELF-CONTAINED BALL VALVE NEEDLE VALVE PLUG (COCK) SELF-CONTAINED PRESSURE REDUCING REGULATOR WITH DUCKBILL CHECK VALVE BALL CHECK VALVE RADIATION OR SONIC SENSING DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL IN-LINE DEVICE + + X X X X X X X X X X FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION VERTICAL TURBINE PUMP HEAD VERTICAL TURBINE PUMP T-HEAD VERTICAL TURBINE PUMP CAN VERTICAL TURBINE PUMP INTAKE EQUIPMENT CONTINUED INCLIINED SCREW CONVEYOR FLEXIBLE TANK CONNECTION BRAIDED METAL HOSE METAL BELLOWS CHEMICAL PIPING FLEXIBLE CONNECTION/ FLEXIBLE HOSE M SUBMERSIBLE PUMP GATE - NORMALLY CLOSED GATE - NORMALLY OPEN DU DRIVE UNIT ANNULAR SEAL TOPMIDDLEBOTTOM AAABBBCCCDDD THREE DIGIT SYSTEM SERVICE CODE THREE DIGIT EQUIPMENT CODE THREE DIGIT PLANT ZONE NUMBER THREE DIGIT ITEM NUMBER EQUIPMENT TAG (SEE EQUIPMENT ASSETTAGGING STANDARD) RECIPROCATING COMPRESSOR CENTRIFUGAL COMPRESSOR POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 16 I-1 P&ID PROCESS LEGEND DH / RMLGRZD EQUIPMENT REFERENCE SHEET/GRID NUMBER MISCELLANEOUS SQUARE ROOT D - HYDRAULIC O - H - NONLINEAR OR BIAS LOW SELECTING HIGH SELECTING SUMMING DIFFERENCE Z AXIS (11c), SAFETY INTEGRAL EXPONENTIAL PRESENCE (2)(9) POSITION, DIMENSION (2)Z (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) DISCRETE INPUT DISCRETE OUTPUT 120 VAC ELECTRICAL SERVICE INSTRUMENT AIR SUPPLY (NOTE 4) INSTRUMENT SERVICES PLC INPUT/OUTPUT ANALOG INPUT ANALOG OUTPUT UNCLASSIFIED FINAL ALARM DAMPER USER'S CHOICE (5) INDICATE (17) LIGHT (19) USER'S CHOICE (5) GLASS, VIEWING DEVICE (16) ORIFICE, RESTRICTION SENSOR (PRIMARY ELEMENT) SWITCH (23b) RECORD (20) WELL, PROBE UNCLASSIFIED (8) MULTIFUNCTION (21) POINT (TEST) CONNECTION MODIFIERFUNCTION OUTPUT SUCCEEDING LETTERS (15) USER'S CHOICE (5) PASSIVE FUNCTION READOUT OR USER'S CHOICE (5) AS ES THIS IS A GENERALIZED LEGEND SHEET. SEE ALSO ISA S5.1, S5.3 AND S7.3. INSTRUMENTS MARKED WITH AN ASTERISK AREFURNISHED WITH THE EQUIPMENT. REFER TO ISA RP7.7 FOR INSTRUMENT AIRQUALITY STANDARDS. 1. 2. 3. 4. NOTES: J-4 FUNCTION BLOCK DESIGNATORS ROOT EXTRACTION UNSPECIFIED FUNCTION I - P - E - A - B - * PNEUMATIC ANALOG BINARY VOLTAGE CURRENT DIVIDING MULTIPLYING DERIVATIVE CONVERT: RESISTANCE (ELECT) ELECTROMAGNETIC, SONIC R - DIGITAL OPEN-CLOSE-AUTO HAND-OFF-REMOTE FORWARD-REVERSE J-6 HANDSWITCH DESIGNATORS 1-0 F-R HOA HOR ON-OFF HAND-OFF-AUTO OCA LR OC OPEN-CLOSE LOCAL-REMOTE CONVERT DRIVER, ACTUATOR, CONTROL ELEMENT INSTRUMENT SYMBOL IDENTIFIERS USER'S CHOICE (3a)(5) MULTI VARIABLE (2)(6) WEIGHT, FORCE (2) UNCLASSIFIED (8) EVENT, STATE, VIBRATION, MECHANICAL ANALYSIS (2)(4)(7) X Y W V U USER'S CHOICE (5) RADIATION (2) TEMPERATURE (2) QUANTITY (2) SPEED, FREQUENCY (2) PRESSURE, VACUUM (2) S T R O Q P X AXIS (11c) Y AXIS (11c) INTEGRATE, TOTALIZE SAFETY (14) CURRENT (ELECTRICAL)(2) LEVEL (2) USER'S CHOICE (5) MOISTURE POWER (2) TIME, TIME SCHEDULE (2) L N M K J I DENSITY HAND (2) VOLTAGE (2) FLOW, FLOW RATE (2) USER'S CHOICE F H G D C E TIME RATE OF CHANGE MOMENTARY SCAN (18) DIFFERENTIAL RATIO (FRACTION) (2b) FIRST LETTER (1) ANALYSIS (2)(3)(4) BURNER, COMBUSTION (2) INITIATING VARIABLE A B MEASURED OR MODIFIER MIDDLE, INTERMEDIATE OR LOUVER (23c)(23e) UNCLASSIFIED (8) VALVE, DAMPER, RELAY, COMPUTE, TRANSMIT MULTIFUNCTION (21) UNCLASSIFIED (8) MULTIFUNCTION (21) OPEN (27a) CONTROL STATION (24) USER'S CHOICE (5) CONTROL (23a)(23e) LOW (27b)(28)(29) USER'S CHOICE (5) CLOSED (27b) HIGH (27A)(28A)(29) F(X) nx n A/M AUTO-MANUAL X X C10 C C CN CN DN DN F10 F F H H L L MB MB //// PBD PBD PBA PBA S S W W INSTRUMENT ORCONNECTION TO PROCESS ELECTROMAGNETIC ORSONIC SIGNAL (GUIDED) ELECTROMAGNETIC OR SONIC SIGNAL (UN-GUIDED) INTERNAL SYSTEM LINK (SOFTWARE OR DATA LINK) PNEUMATIC SIGNAL ELECTRIC ANALOG SIGNAL HYDRAULIC SIGNAL CAPILLARY TUBE COPPER ETHERNET FIBER OPTIC ETHERNET WIRELESS ETHERNET PROFIBUS DP PROFIBUS PA DEVICENET INSTRUMENT LINE SYMBOLS FIBER DEVICE LEVEL RING COPPER DEVICE LEVEL RING HART MODBUS SERIAL CONTROL NET HARDWIRED INTERLOCK ELECTRIC SIGNAL LINE ARROW D: MEASUREMENT (REFER TO ANSI/ISA-5.1-2009; TABLE 5.2.2) B: LOOP NUMBER, MINIMUM OF FOUR CHARACTERS (####) A: ISA IDENTIFICATION LETTERS (SEE TABLE OR REFER TO ANSI/ISA-5.1-2009; TABLE 4.1) E & F: PROCESS CONTROL DESCRIPTORS C: USER DESCRIPTOR ACCESSORY DEVICES (22) (12c)(13) INTEGRATE, TOTALIZE RUN STOP INSTRUMENTED SYSTEM (30) NOTE: NUMBERS IN PARANTHESES REFER TO EXPLANATORY NOTES IN ANSI/ISA-5.1-2009, SECTION 4.2 EQUIPID SH (#) SYSTEM TO/FROM IDENTIFIER SYSTEM DESCRIPTOR REFER TO DIVISION 17, ABBREVIATION APPENDIXFOR SPECIFIC NOMENCLATURE.5. INTERLOCK. NUMBER IS THE CROSSREFERENCE TO A SPECIFIC ELEMENTARYDIAGRAM OR TO A SPECIFIC CONTROLSTRATEGY DESCRIBED IN THE SPECS ELECTRIC DISCRETE SIGNAL \\\ PILOT LIGHT CONNECTED NOT CONNECTED ELECTRICAL 2 LINE BREAK OR GAP AB C D A B C D AB C D AB C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D X X AB C D EF A B C D A B C D LOCATED IN FIELD VISIBLE AT LOCATION OPERATOR ACCESSIBLE DISCRETE A B C D 1 COMPUTER SYSTEMS SHARED DISPLAYALTERNATE CHOICE SHARED DISPLAYPRIMARY CHOICE A B C D LOCATED ON MAIN PANEL VISIBLE ON PANEL FRONT OPERATOR ACCESSIBLE LOCATED IN MAIN PANELCABINET NOT VISIBLE ON PANEL FRONT NOT OPERATOR ACCESSIBLE 2 3 4 5LOCATED ON SECONDARYPANEL VISIBLE ON PANEL FRONT OPERATOR ACCESSIBLE LOCATED IN SECONDARYPANEL CABINET NOT VISIBLE ON PANEL FRONT NOT OPERATOR ACCESSIBLE A B C D A B C D A B C D A B C D A B C D INSTRUMENTATION DEVICE & FUNCTION SYMBOLS POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 17 I-2 P&ID INSTRUMENTATION LEGEND DH / RMLGRZD HMI MCP - FROM POINTSETTIA LIFT STATIONDISCHARGE 12" DIP M 8"x12" 12"x8" 12" DIP 10" HDPE TO RANCHO CARILLO OFF SITE SEWER POINSETTIA LIFT STATION DISCHARGE BYPASS S PIT 103 S 1/2" CA MUFFLER AIR COMPRESSORCONTROL PANEL SURGE TANK CONTROL PANEL120V TO MANUFACTURER'S CONTROL PANEL IN GENERATOR BUILDING 12 " F M LIT 102 LI 105 PI104 1/2" CA PSHL 100 YA 100 ALARM YA100 YA 101 ALARM YA101 LI 102 LEVEL LI102 LAL 102 LEVELLOW LAH 102 LEVELHIGH PI 103 PRESS PI 103 565 GALLONSURGETANK AIR RECEIVER TANK VENDOR PACKAGE 480V POINSETTIA SEWAGE LIFT STATION HYDRAULIC SURGE PROTECTION IMPROVEMENT PLAN FOR: 18 FINAL SUBMITTAL - FOR CONSTRUCTION 5503-14 486-6A 18 I-3 P&ID SURGE TANK SYSTEM DH / RMLGRZD