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HomeMy WebLinkAboutWWTP SOLIDS HANDLING FACILITIES IMPROVEMENTS _ I1 - - � Ji4� ;rte `i• TEXAS 4 CITY O F LA P O RT E TEXAS PUBLIC WORKS DEPARTMENT H • ' . LITTLE CEDAR BAYOUWWTP H SOLIDS HANDLING FACILITIES . H IMPROVEMENTS T B E R 2002 OC O • f- __ - H . lY / MAYOR oLL z OR A ► } r N RM N L. MALONE , zcn so , I � , h o o i1�jt , .c!... ._ . � oz ¢ � • DIRECTOR OF PLANNING DATE oU = > Q - •• C- _- 2k DOUG KNEUPPER, P.E. ,u \ srl FJO. J ` F— H 1 - off - COUNCIL MEMBERS - Feral - � ° 9 N � � L_ a BARRY BEASLEY \ ,. ,, i, F /fl_7Q - HOWARD --� HOWARD EBOW l �: :����i, ___ DIRECTOR OF PUBLIC WORKS DATE CHUCK ENGELKEN PETER GRIFFITHS \ STEVE GILLETT BRUCE MEISMER ` _ � ; �'. .nw GALVST0H 1 ___________ MIKE MOSTEIT viv- JAMES WARREN LCB WWTP CHARLIE YOUNG 1301 S. 4th STREET _ LA POR1E, TEXAS ROBERT T. HERRERA • CITY MANAGER =I . LOCATION PLAN • C.DM • e: • i ROONEY W. CHAPIN 3 W Camp Dresser. & McKee Inca _ � r environmental engineers, scientists, ' F � l onners, 8 management c.onsul ton is - - . P .3) DlE2:A,►�VING INDEX F � H GENERAL DRAWING NO. STRUCTURAL DRAWING NO. GENERAL NOIESe CIVIL NOTES BENCHMARK: ;.. r COVER- SHEET - G 1 FILTER PRESS BUILDING - ROOF FRAMING PLAN S-9 _ _ 1., CONTRACTOR TO VERIFY LOCATION AND EIZVAI ON •� ENTRY TO STAGING AEA AT 1. CONTRACTOR TO INSTA EN PLANT -BENCHMARK NATION 15.31= . S-10 OF EXISTING FACILITIES PRIOR OT CONSTRUCTION OF LOCATION SHOWN. DRAINAGE ALONG 4TH STREET MUST BE PARKWAY RELIEF SANITARY -_ DRAWING INDIX AND GENERAL NOTES G-2PROPOSED FILTER PRESS BUILDING - SECTIONS FACILITY. MAINTAINED AT ALL TIMES. SEWER ELEVATION ,14.14. PLANT SEWER EL I .. BENCHMARK ELEVATION =15.31 .. GENERAL LEGENDS AND A89REMATIONS , 0-3 FILTER PRESS BUILDING -ELEVATIONS - CMU REINFORCEMENT S-11 2. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE 2. CONTRACTOR TO INSTALL AND MAINTAIN DURING •TO BE USED AS REFERENCE FOR I AREAS OF CONSTRUCTION AT ALL TIMES: CONSTRUCTION ALTERNATE 24FT DOUBLE LEAF GATE IN PLANT CONSTRUCTION ONLY: ABBREVIATIONS AND LEGENDS G-4 FILTER PRESS BUILDING - FLOOR PLAN 5-12 ACCORDANCE WITH SPECIFICATIONS. GATE SHALL BE REMOVED i 3: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES FOLLOWING FINAL COMPLETION AND INSPECTION. i EQUIPMENT AND PIPING SYMBOLS G-5 FILTER PRESS BUILDING - ROOF PLAN S-13 AND IMPROVEMENTS ARE SHOWN IN AN APPROXIMATE AVAILABLE RECORDS AND 3. CONTRACTOR LAYDOWN AREA SHALLI3E FENCED ALL WAY AS DETERMINED FROM FILTER PRESS BUILDING - ELEVATIONS S-14 ARE JN NO WAY TO BE CONSTRUED AS COMPLETE. AROUND. PROCESS PROCESS FLOW DIAGRAM - P 1 I _ FILTER PRESS BUILDING BUILDING DETAILS 5-15 4. FINISHED GRADES OF PROPOSED ROADS AND PAVING AREAS SHALL BE SET TO ALLOW RUNOFF DRAINAGE AWAY PROCESS MECHANICAL AND INSTRUMENTATION DIAGRAM P-2 FILTER PRESS BUILDING - TRUCK LOADING CANOPY S-16 FROM ALL STRUCTURES. - ,• RAS AS PUMP STATION � 5. SITE GRADING MUST DRAT N AWAY FROM ALL STRUCTURES _ ' STANDARD DETAILS 1AND SD-1 CAUSE NO PONDING WITHINPROJECT AREA. ADEQUATE PROCESS MECHANICAL AND INSTRUMENT ATION DIAGRAM P-3 � PROVIDED TO ACCOMPLISH THIS. DRAINAGE SWALES SHALL BE R _ AEROBIC DIGESTER, "DIGESTED SLUDGE PUMP STARON, BLOWERS AND GRAVITY THICKENER STANDARD DETAILS 2 SD-2 . l • 6. CONTRACTOR TO PROVIDE ADEQUATE THRUST BLOCKING FOR i PROCESS MECHANICAL AND INSTRUMENTATION .DIAGRAM _ P-4 STANDARD DETAILS 3 SD-3 PIPING SYSTEM TO WITHSTAND TEST PRESSURE. i THICKENED SLUDGE PUMP BELT FILTERPRESSES, CONVEYOR AND POLYMER FEED SYSTEM I - STANDARD DETAILS 4 SD-4 7. CONTRACTOR TO RESTORE ANY EXISTING PAVEMENT WHICH IS DISTURBED BY CONSTRUCTION TO ITS ORIGINAL CONDITION. CIVIL. EXISIIN G SITE PLAN C-1 8. CONTRACTOR TO RESTORE ANY EXISTING FENCE HVAC i WHICH IS DISTURBED BY CONSTRUCTION TO ITS SITE DEMOLITION PLAN C-2 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES HVAC ' H-1 ORIGINAL CONDITION. YARD PIPING DEMOLITION PLAN - QUADRANT L C-3 BELT FILIM PRESS BUILDING HVAC PLAN N -2 o YARD PIPING DEMOLITION PLAN - QUADRANT 2 C-4 z Lu m YARD PIPING DEMOLITION PLAN -QUADRANT 3 C-5 ELECTRICAL w 0. , : PROPOSED SITE PLAN AND STAGING AREA C-6 ELECTRICAL SYMBOLS ABBREVIATIONS AND GENERAL NOTES E-1 z _ z PAVING AND GRADING PLAN C-7 PROPOSED ELEC ICAL SITE PLAN E-2 2 CD a OVERALL ELECTRICAL ONE LINE DIAGRAM E Z 3o YARD PIPING - QUADRANT 1 C-8 MCC-E RISER DIAGRAM AND ELEVATION E-4 Q cc o cc YARD PIPING - QUADRANT 2 _ C 9 II S PUMP STATION PLANS AND SECTION ELECTRICAL MODIFICATIONS E-5 p YARD PIPING - QUADRANT 3 C-10 PROPOSED RAS /YlA CIVIL DETAILS T CZ-1 PROPOSED AEROBIC DIGESTER ELECTRICAL PLAN I E-8 CIVIL SYMBOLS B H SYMBOL FEATURE ABBREVIATIONS SYMBOL FEATURE ABAND -ABANDONED E -EAST ..... ,,,,,. C=:: � I AB - ANCHOR BOLT _ L - ANGLE STEEL UNLESS EA EACH [ NOTED) PJF - PREMOLDED JOINT FILLER ? w ILL I ABV -ABOVE LB - LAG BOLT STIR:- S1IRRU0 S EB -EXPANSION BOLT PL -PLATE [STEEL UNLESS NOTED] STL ADD'L - ADDITIONAL LF -LINEAR FEET PLAS - STEEL;,. -' S I SIGNAL LINE EF - EACH FACE LAS PLASTIC LAMINATE ` REVISION ADJ - ADJUSTABLE LL - LIVE LOAD P STRUC EJ -EXPANSION JOINT LYWD -PLYWOOD LLH - LONG S CATV UNDERGROUND CABLE TV AFC -VARIABLE FREQUENCY CONTROLLER LEG HORIZONTAL YM,. 'SYMMETRICAL.,• EL -ELEVATION POL -POLISHED t,, • . {a AFF - ABOVE FINISHED FLOOR LLV - LONG LEG VERTICAL n. OTV OVERHEAD TV ELEV -ELEVATION PRC - POINT OF REVERSE CURVATUR 7 = 'TREAD LNDG - LANDING E _ _. ,•: CHAIN LINK FENCE AGG -AGGREGATE PRCST - P " ;a • r, ELEC -ELECTRIC (AL) RECAST TEMP TEMPERATURE.." . LP ALT -ALTERNATE LNTL -LINTEL : , _.. , : ,.... -, .,.'r . ,., -•t -� n( ENGR - ENGINEER PSF - POUND _. GUARD RAIL �c/ LIGHT POLE D PER SQUARE F007 TF TOP; FACE I ALUM -ALUMINUM EQ - LOC -LOCATION/ LOCATED P a, - EQUAL PSI - PER SQUARE INCH THK - THIOK N S : (" (ES). ANOD ANODIZED LONG -LONGITUDINAL r• i I R PROPERTY LINE (L') PP POWER POLE W GUY EQUIP —EQUIPMENT P - ,. / T POINT 0 F TANGENCY TO TO APPR - - ( P OF ,.1 t OX APPROXIMATE LP LOW POINT ) ) z; ES -EXTRA STRONG STEEL PIPE PiD _PAINTED TOC -TOP OF•.CONCREIE EASEMENT LINE % AR - ANCHOR LPT - LOW POINT OF TRENCH , „,,. •,, R/w - ES -EACH SIDE PTT -PUSH TO TEST LIGHT TOF =; T f],,.::. OP , OF...FOOIING ,' ARCH ARCHITECT (ORAL) (LIRE) EST - ESTIMATE D LT -LEFT I' O PVC - POLYVINYL CHLORIDE TOS TOP. RIGHT OF WAY (R/W) LW OF,IEEL. bR .SLAB . ARND - AROUND LIGHTWEIGHT wvw w w ETC -ETCETERA PVMT - IP IRON P :..., HEDGE ASPH ASPHALT PAVEMENT. TOW -TOP OF. WALLr „ I; PIPE BOUNDARY MARKER' EW —EACH WAY MAS-MASONARY R RISER TR EL —TRENCH ELEVATION ,+ :.; ,:a ASSOC —ASSOCIATION {, . ...... .,.. Vi IR EWC -ELECTRIC WATER COOLER MAT -MATERIAL q. .:._ RAD(R) -RADIUS TRANS -, TRANSVERSE` AVAIL -AVAILABLE , ... EXIST -EXISTING MAX -MAXIM IRON ROD BOUNDARY MARKER .� RIVER UM R TS - STRUC MON _�_ �.- - AVE -AVENUE - C =REINFORCED ,CONCRETE TURAL TUBING _ _ EXP - EXPANSION MB MACHINE BOLTS r i AVC -AVERAGE RcP;:- REINFORCED CONCRETE PIPE [STEEL UNLESS -NOTED li MC - STEEL MISCELLANEOUS CHANNEL ] l CONCRETE MONUMEMT BOUNDARY MARKER EXT -EXTERIOR EL Rb, = ROOF DRAIN TYP' TYPICAL , .e MC - MOMENT CONNECTION R04f/D -REDWOOD T & B - TOP AND BOTTOM '; SB BD BOARD 3., STONE MONUMEMT BOUNDARY MARKER STREAM MCJ MASONRY ), BEL - BELOW FAB -FABRICATE (OR, ED) NRY CONTROL JOINT RECPT - RECEPTACLE r' MECH -MECHANICAL UNO =UNLESS NGTED OTHERWISE BF - BOTTOM FACE FD -FLOOR DRAIN RED.= REDUCER TP-1 _ MFR - MANUFA CTURER REF - REFERENCE/REFER +` BLDG BUILDING ION FOUNDATION NCE REFER ` DIRECTION OF FLOW FOR STORMWATER MANHOLE VERT VERTICAL._. TURNING POINT REINF _ REINFORCING �TR-3 �- �" BLK = BLOCK(ING) FEC -FIRE EXTINGUISHER CABINET MIN -MINIMUM REM - REMOVE VWC VINYL WALL COVERING DIRECTION OF FLOW FOR SWALE BM -BEAM FF -FACE TO FACE TRIANGULATION POINT MTL - METAL VIO - VALVE INDICATION FHC - FIRE HOSE CABINET REQD - REQUIRED TION OPEN r1� BOF -BOTTOM OF FOOTING v B-1 MO = MASONRY OPENING " VIC - VALVE INDICATION CLOSED FH - FIRE HYDRANT REV -REVISION BORING. BOP -BOTTOM OF PIPE MISC - MISCELLANEOUS VMS - VA � �' :L•. €-, ; L NEOUS RM.- ROOM LVE MbTOR.STOP y e, BOT -BOTTOM FHMS -FLATHEAD MACHINE SCREW a S-1 MI - MOTOR INDICATION VMO - VALVE MOTOROPEN'= : a o SOUNDING FHWS - FLATHEAD WOOD SCREW RND - ROUND BOW -BOTTOM OF WALLL+ z BM WEIR W/ WINGWALLS MH -MANHOLE RO -ROUGH OP VMC - VALVE MOTOR CLOSE W I BRG -BEARING FIN -FINISHED MOL - MOTOR OVER OPENING W LOAD RR -RAILROAD ? m O BENCHMARK BSMT -BASEMENT FIN GR - FINISHED GRADE , m FL -FLOW LINE MSS -MOTOR STARTER STOP RST -' W -STEEL WIDE .FLANGE - BTWN - BETWEEN MSR -MOTOR STARTER RUN REINFORCING STEEL W/ - NTH a w COORDINATE x E 84 i BU -BACK UP FLR -FLOOR ROW -RIGHT OF WAY z z FLASH - FLASHING RT - RIGHT W/O - WITHOUT .�•, BUR -BUILT UP ROOF (ING) Z B & M DEPRESSION CONTOUR BVL - BEVEL (ED) FLG - FLANGE N -NORTH WP - WATERPROOF(ING) NIC - NOT IN CONTRACT WPT - WORKING POINT Z FLX -FLEXIBLE. NO '- NUMBER S - SLOPE WS - WATER SURFACE r RAILROAD TRACKS FRP - FIBER REINFORCED PLASTIC NOM - NOMINALS -STEEL AM. - 1 }` C & 0 C - CHANNEL [STRUCTURAL] FT - F00T/ FEET [ STD: SHAPE] WSTP WATERSTOP SCHED - SCHEDULE WT - STEEL CAP CAPACITY NSG -HON-SHRINK GROUT T SHAPE' Q ;EXISTING INTERMEDIATE CONTOUR FTG - FOOTING - SCJ SLAB CONTROL JOINT WT -WEIGHT CER -CERAMIC + NTS -NOT TO SCALE O � aH I �DOUBLE TRACK RAILROAD '-- 84 --•--� fc -CONCRETE COMPRESSION STRESS ,. ° y LINE AND ELEVATION DESIGNATION CFT - CUBIC FOOT SEC - SECTION WIN - WASHWATER o CRAM -CHAMFER [28 DAYS UNLESS NOTED] 0 TO 0 - OUT TO OUT SEJ SLAB EXPANSION JOINT WWF - WELDED WIRE FABRIC+'. 2 ;. f m - MASONRY PRISM STRESS OC - ON CENTER SF - SQUARE FOOT UNIMPROVED DIRT ROAD OR GRAVELED ROADWAY CHKD PL -CHECKERED PLATE fy - STEEL YIELD STRESS EXISTING INDEX CONTOUR_ OD - OUTSIDE DIAMETER SFR - SYNTHETIC FIBER REINFORCED YH - YARD HYDRANT a 85 CI -CAST IRON FVNR - FULL VOLTAGE NONREVERSING OF'- OUTSIDE FACE LINE AND ELEVATION DESIGNATION SHT -SHEET CIR -CIRCLE MOTOR STARTER OH - OPPOSITE HAND SIM - SIMILAR & OR ( _ AND, ASPHALT ROAD CIRC - CIRCUMFERENTIAL CJ -CONSTRUCTION JOINT GA -GAGE OPNG -OPENING SP SPACE (S, ED) b AT ;i 84 PROPOSED INTERMEDIATE CONTOUR CL -CENTERLINE GALV - GA OPT - OPTIONAL SPEC - SPECIFICATION GALVANIZED ( CENTERLINE LINE AND ELEVATION DESIGNATION SPECD -SPECIFIED 0 -DIAMETER CONCRETE ROAD CLG CEILING GEN - GENERAL OVF OVERFLOW CLR - CLEAR (ANCE) GI - GALVANIZED IRON PC POINT OF CURVATURE SO SQUARE # - NUMBER 85 PROPOSED INDEX CONTOUR SS - STAINLESS STEEL d - PENNY " CMU - CONCRETE MASONRY UNITS GLB - GLASS BLOCK PCC - PORTLAND CEMENT CONCRETE _ LINE AND ELEVATION DESIGNATION ST -STREET g - PERPENDICULAR TO TUNNEL I CO -CLEAN-OUT GIO -GATE INDICATION OPEN P -PILASTER STA -STATION ' COL -COLUMN GIC - GATE INDICATION CLOSED PI - POINT OF INTERSECTION %- PERCENT STD - it COMB -COMBINATION CMS -GATE MOTOR STOP PCF - POUNDS PER CUBIC FOOT FL- FLOW LINE 7 X365.7 SPOT ELEVATION STIFF -STIFFENER —. BRIDGE COMP -COMPRESSIBLE GMO -GATE MOTOR OPEN CONC - CONCRETE GMC - GATE MOTOR CLOSE CONN ,- CONNECTION GR -GRADE -- CONST - CONSTRUCTION GRTG - GRATING ujr; GVL - GRAVEL �.: BOX CULVERT �-� � EXISTING EMBANKMENT CONT -CONTINUOUS :,;, _Z , �,, . GENERAL NOTE: s1r t7 �I — (REVERSE SYMBOLS FOR CHANNEL) CONTR - CONTRACTOR GYP BD GYPSUM BOARD CDR - CORNER (S) SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON SHEETS a,: `NJ I I CORR - CORRUGATED G-02 G-03 - & G 04 .AND NOT BE UTILIZED ON THE PRO L " —� HAS -HEADED ANCHOR. STUD. , : ,:, .:-. � ' CULVERT, PIPE SIZES. AND TYPE CRS -COURSE (S) , r�x,l. ,1�L;+., —__ C TO C - CENTER TO CENTER HDR - HEADER / ) + { "� •� 2-36" RCP PROPOSED EMBANKMENT CT —CERAMIC TILE HDWR -HARDWARE HES -HIGH EARLY STRENGTH R CTG -COATING :., �S REVERSE SYMBOLS SYMBOLS FOR CHANNEL) a� SIGNS — CTJ - CONTROL JOINT t k, HK -HOOK T T HM - HOLLOW METAL C1R -CENTER (ED) z I CTSK -COUNTERSINK HOR HORIZONTAL p ? m MH-14 HP HIGH POINT CY - CUBIC YARD tq Ld WEST INV 27.35 HPT - HIGH POINT OF TRENCH -... ..... : :4. ., : ..,..f ~ W a m � JB JUNCTION BOX 1= o � i EAST INV 32.50 HR HOUR HS -HIGH STRENGTH (STRUCTURAL) 8" SS--�►-�-- SANITARY SEWER AND MANHOLE AND HS HAND SWITCH MAINTENANCE POSITION (ELEC) z DIRECTION OF FLOW I yY ' �V Z DES - DOUBLE EXTRA STRONG STEEL PIPE HT HEIGHT fJ. a � � DI GRAIN INLET ,,.ri' •;1� Q m CB-1 HVAC - HEATING/VENTILATING/AIR CONDITIONING DET -DETAIL 7 1 INV 33.75 DIA - DIAMETER m J F' o - .�-_ 8" SD ---- �- STORM DRAIN AND CATCH BASIN AND DIAL - DIAGONAL- N TAW - IN ACCORDANCE WITH W , tt1 •: DIRECTION OF FLOW DIM -DIMENSION 4 Q'pZ o� , ID - INSIDE DIAMETER 0 z a GI GRATED INLET DIR - DIRECTION W Q W $ - IF -INSIDE FACE DIV DIVISION IG -INSULATED INSULATED/ISOLATED GROUND CON - .. DUC70R O U = > M FL FIRE LINE W/ FIRE HYDRANT ASSEMBLY ___._ _._ - W N (D (INCLUDES VALVE) DCU - DISTRIBUTED CONTROL UNIT INA - INSTRUMENT AIR {27 � ..1 p � W _-y`�_ ®� ATER METER DL -DEAD LOAD - - o F 0 FH INS -INSIDE F- _ ON DOWN N J W Cd YH �- O WMB DO - DITTO INTINSUL INSULATION YARD HYDRANT WATER METER BOX DS - DOWNSPOUT ITC - INSTRUMENTATION TERMINAL CABINET CO �^ DWG -DRAWING INV - INVERT I CLEANOUT ®GM .GAS METER DWL -. DOWEL _ a,• JT - JOINT }J 6 FM JT FLR -JOIN .:: ,. .. ' T FILLER • FORCE MAIN AND DIRECTION OF FLOW � EV ELECTRIC -VAULT KO -KNOCKOUT , 6 DRN-PVC m PROCESS PIPELINE CALLOUT : N o KSI - KIPS (1000 POUNDS PER SQUAR w ) REINCH : T PROCESS PIPELINE CALLOUT AND GENERAL .LEGEND'. DIRECTION OF FLOW , ,.:. ..... ii Q ` - ABBREVIATED PROCESS LINE DESCRIPTION a. _ i Iii' (SEE LISTING SHT G-3) S-�gO-� DESCRIPTION ti ,. oaf'. PIPE DIAMETER _ - o EXISTING ' to 12" ELEC UNDERGROUND ELECTRICAL CABLE/DUCT _.. ,,.,. OE EW / MODIFIED / _ 1 OVERHEAD ELECTRIC : of ' o TEL NORTH ARROW � UNDERGROUND TELEPHONE OT f . ,„ : - /i�•NiN iBtiiii lli' Jd;il�i � ¢ ' +' r i. , o OVERHEAD TELEPHONE • .o.i•lchu 4iilii7 �", I.;.f �a,. • y�� •: ,3 _ 1 j Ptt REV. �•,rUi DESIGNED BY: C. $DWELLSN...,,y:,.;_:. V. DRAwN er: S. BAKER � f m SHEET CHKD BY: C. $DWELLS , �::::. .... :...... ...... ... _. ..,. ,:.... f<--If U ,LITT LE CEDA R BAY OU W:m: mnmlNn9�rnBineedng.�onstructldn-operatlbns WTP- �.. „ � CROSS CHKD BY: R• CHAPIN/� GENERAL LEGEND - GE HANDLING FACILITIES IMPROVEMENTS SAND ABBR C�APPROVED BY: - ViIV4R, EVIATIONSDATE DRWN CHKD REMARKS i ,. re, , . ...-,..... ,.. .. t .,,,. ..•� „s oarE: JuNE 2002 CITY OF A L PORTE. TEXAS , ::. i .. , ,';? , -'-` .:I!"' :;:, ..:'- , 4., ,t,i' 1'tsli:ta.•?;.,}:`rl[ -,<�+tm� 'j: k" )) �:�'. tel: :,.:' __' •. .... y,';. :_...; � ,v�.:'.�I-. + r:i.. f: l; 4f:' .r S.t Ills .plt 1 x. a 1 t�aFl�Iiiit ti f{ r° + ' i w m Z Z a cc 0 1- W I O tai. mZU) J H � I 0Q� U � N y r J W W o�0m c., . l U) , i SECTION AND DETAIL DESIGNATION EQUIPMENT IDENTIFICATION. SYSTEM PIPE IDENTIFICATION SYSTEM VALVE IDENTIFICATION SYSTEM PIPE MATERIAL I NOMINAL PIPE DIAMETER (INCHES) BB1 — BFV — 001 ABS ACRYLONITRILE - BUTADIENE -STYRENE { SECTION IDENTIFICATION NUMBER I ABC ASBESTOS CEMENT DB2 — PFP — 1 02 NUMERICAL INDICATOR i 1 PROCESS FLOW STREAM A ALUMINUM M- T ( I (SEE UST THIS DRAWING) UNIQUE NUMBER ASSIGNED LU NUM I dtl TO EACH VALVE USED I c` B BRASS q i SHEET NUMBER WHERE. SECTION IS DRAWN L PIPE MATERIAL N SEQUENTIAL NUMBER FOR (SEE UST THIS DRAWING ABBREVIATION INDICATING BI BLACK IRON A TYPE OF EQUIPMENT 1 OR - IF SECTION IS DRAWN ON ) I r ' : TYPE OF VALVE i.e> GATE, I SAME SHEET AS CALLOUT PLUG, BUTTERFLY, ETC. 8R BRONZE c t + PIPE JOINT TYPE ' SECTION CUT SYMBOL ABBREVIATION INDICATING (SEE UST THIS DRAWING) , I I TYPE OF EQUIPMENT VALVE LOCATION 0 CI CAST IRON (SEE UST OF EQUIPMENT) t fi— D R- D I/ M J CIGL CAST IRON GLASSLINED CIPL CAST IRON PLASTIC LINED SECTION NUMBER ABBREVIATION INDICATING — — — I }` I LOCATION (SEE UST OF t CPVC CHLORINATED POLYVINYL CHLORIDE CORRESPONDING TO STRUCTURES/EQUIPMENT) CS CARBON STEEL I �` ' 'SECTION. BB I-BFV-01 *},, ; sEcnoN cur SYMBOL I` CSP CORRUGATED STEEL PIPE '. ' p SCALE: 1 /4 - 1 —0 SHEET NUMBER WHERE DEPICTED IS A 6-INCH DIAMETER {DRAIN) CSCL CARBON STEEL, CEMENT LINED f` �(i` SECTION WAS TAKEN DEPICTED IS DEWATERING BUILDING NO. 2, DUCTILE IRON PIPE WITH MECHANICAL JOINT VALVE TAG rt rtt ';r OR POLYMER FEED PUMP NO. 2 CU COPPER DEPICTED IS BUTTERFLY VALVE NO. 1 DI DUCTILE IRON q LOCATED IN BLOWER BUILDING NO. 1 DIGL DUCTILE IRON GLASS LINED DIPL DUCTILE IRON PLASTIC LINED Nr FOR MULTIPLE SHEET w cALLO�s EQUIPMENT / STRUCTURE / VALVE DESIGNATION PROCESS FLOW STREAM NOMENCLATURE DIUL DUCTILE IRON UNLINED Z TITI.E FOR SECTION w AD AEROBIC DIGESTER NE NEEDLE VALVE FRP FIBER REINFORCED PLASTIC o m ( t A AIR NAG NATURAL GAS = z ARV AIR RELEASE VALVE AA AERATION AIR NPW NON POTABLE WATER ;1 I AV ANGLE VALVE GS GALVANIZED, CARBON STEEL a P PUMP ABE AERATION BASIN EFFLUENT OVF OVERFLOW ' i" PCV PRESSURE CONTROL VALVE ABI AERATION BASIN INFLUENT ON/S OILY WATER SEPERATOR m B BLOWER HDP HIGH DENSITY POLYETHYLENE 2 a ¢ DETAIL IDENTIFICATION B PDM POLYMER DILUTION MIXER AD AEROBIC DIGESTER PA PLANT AIR B BLOWER BUILDING y , LETTER PE PRESSURE ELEMENT (SENSOR) AL AIR LIFT PUMP AIR PCI PRIMARY CLARIFIER INFLUENT A BCK - BALL CHECK VALVE o DETAIL PFS POLYMER FEED SYSTEM MHS METAL HOSE LL Z— BF BLIND FLANGE PFP POLYMER FEED PUMP AS ACTIVATED SLUDGE Pm PRIMARY CLARIFIER EFFLUENT q SHEET NUMBER WHERE BFP BELT FILTER PRESS i PI PRESSURE INDICATOR(GAUGE).PD PLANT DRAINS (FLOOR & EQUIP) BA BACKWASH AIR PP POLYPROPYLENE DETAIL IS DRAWN OR "-" IF RETAIL IS BFV BUTTERFLY VALVE ( PE PLANT EFFLUENT PDI PRESSURE DIFFERENTIAL INDICATOR PVC POLYVINYL CHLORIDE DRAWN ON SAME SHEET AS CALLOUT BP BOOSTER PUMP I PIS PRESSURE INDICATING SWITCH BWW BACKWASH WATER POL POLYMER BV BALL VALVE PVDF POLYVINYLIDENE FLUORIDE I PIT PRESSURE INDICATING TRANSMITTER BYP BYPASS PLW PLANT WATER DETAIL CALLOUT SYMBOL. PIN PINCH VALVE PRD PROCESS DRAIN PCC PRESTRESSED CONCTRETE CYLINDER C COMPRESSOR PMT POLYMER MIXING TANK CA COMPRESSED AIR PS POLYMER SOLUTION CCV CUSHIONED CHECK VALVE PV PLUG VALVE CLG CHLORINE GAS UNDER PRESSURE RC REINFORCED CONCRETE PW POTABLE WATER CNV CONVEYOR PNL PANEL CLL CHLORINE LIQUID RCC REINFORCED CONCRETE CYLINDER CPL CONTROL PANEL PRV PRESSURE RELIEF VALVE � CLS CHLORINE SOLUTION RAS RETURN ACTIVATED SLUDGE RH RUBBER HOSE CRA CHLORINE RESIDUAL ANALYZER PS PRESSURE SWITCH CLV CHLORINE GAS UNDER VACUUM RSL RAW SLUDGE LINE CV CHECK VALVE PSH/PAH HIGH AIR DISCHARGE PRESSURE SWITCH W/ALARM PSL/PAL LOW AIR DISCHARGE PRESSURE SWITCH W/ALARM CMW CHEMICAL WASTE (FROM LAB) RS RAW SEWAGE STL STEEL DB DEWAIERING BUILDING PWP PLANT WATER PUMP SS STAINLESS STEEL PINS PLANT WATER PUMP STATION DHW DOMESTIC HOT WATER SAMP SAMPLE LINE DF DIFFUSER DCW DOMESTIC COLD WRIER SBS SODIUM BISULFITE PT PRESSURE TAP CONNECTION FROM DIG DIGESTER Sc SCUM DSP DIGESTED SLUDGE PUMP LPC IN SEQUENCE PANEL DR DRAIN SCE SECONDARY CLARIFIER EFFLUENT DS DIGESTED SLUDGE ( EF EXHAUST FAN . RASP RETURN ACTIVATED SLUDGE PUMP DWS DEWATERED SLUDGE SCI SECONDARY CLARIFIER INFLUENT SD STORM DRAIN RDT ROTARY DRUM THICKENER HCL HYDROGEN CHLORIDE GAS SDG SULFUR DIOXIDE GAS o FCV FLOW CONTROL VALVE SDS SULFUR DIOXIDE SOLUTION 3 w ` I FTD FILTRATE DRAIN II FE FLOW ELEMENT SAP SAMPLE PUMP SDV SULFUR DIOXIDE UNDER VACUUM z FlW FIRE WATER SYSTEM FG FLAP GATE SCRV SELF CONTAINED REGULATING VALVE SHC SODIUM HYPOCHLORITE a ¢ C FI FLOW INSTRUMENT SG SLUICE GATE FOR FUEL OIL RETURN SL SLUDGE _ I FIT FLOW INDICATING TRANSMITTER SLG SLIDE GATE FOS FUEL OIL SUPPLY SMP SAMPLE POINT z { FSH FLOW SWITCH HIGH SMP SAMPLE WATER PUMP j Z a I FSL FLOW SWITCH LOW SOL SOLENOID VALVE GR GRIT SN SUPERNATANT SR SLUDGE RETURN ! SP SUMP PUMP GW GROUNDWATER ` o SRV SURGE RELIEF VALVE SSC SECONDARY SCUM n I GL GLOBE VALVE a s GV GATE VALVE STR STRAINER HPA HIGH PRESSURE AIR SSR SANITARY SEWER P HWR HOT WATER RETURN SSL SECONDARY SLUDGE - — HWS HOT WATER SUPPLY STS STORM GT GRAVITY THICKENER T AUTOMATIC DRAIN VALVE SEWER TNK TANK INA INSTRUMENT AIR SU SUPERNATANT HB HOSE BIB H HOIST IS TEMPERATURE. SWITCH LOR LUBE OIL RETURN TS THICKENED SLUDGE I HPT HYDRO -PNEUMATIC TANK UH UNIT HEATER LOS LUBE QIL SUPPLY TWAS THICKENED WASTE ACTIVATED SLUDGE HSP HIGH SERVICE PUMP HV HAND VALVE ME METHANOL V VENT a, VS VIBRATION SNATCH ML MIXED LIQUOR VTR VENT THRU ROOF I VRV VACUUM REGULATING VALVE LAC INSTRUMENT AIR COMPRESSOR WAS WASTE ACTIVATED SLUDGE IACS INSTRUMENT AIR COMPRESSOR SKID IADD INSTRUMENT AIR DESICCANT DRYER WASP WASTE ACTIVATED SLUDGE PUMP o IAR INSTRUMENT AIR RECEIVER IFS INSTRUMENT FILTER SILENCER PIPE JOINT TYPE PE q a41 a + ' BSM BELL &SPIGOT MORTAR JOINT PE PLAIN END d LE LEVEL ELEMENT PUSH ON JOINT .. BSO BELL &SPIGOT -RUBBER GASKET P .� f 4y � Pn' LI LEVEL INSTRUMENT e�.. - a C COMPRESSION (TUBE FITTINGS) RMJ RESTRAINED MECHANICAL JOINTS •. tf j.: i LS LEVEL SWITCH F FLANGED S i*• . * « f'V • ,S - LSM LEAK SENSOR MONITOR SOLDERED f1:'.•g+::...• ..u:ui::'t 1''. - G GROOVED SW SOCKET WELDED f , RODNEY W. CHAPIN o : M MOTOR I : H.. HEAT FUSION T THREADED �f . 8_10._�14�.O.. m R MX MIXER L POURED LEAD JOINT (BELL &SPIGOT) V SOLVENT CEMENTED x Q MJ MECHANICAL JOINT W BUTT WELDED��rr`Z! ray F w . , :. ".I DESIGNED BY: C. SOWELLS i PROJECT' NO iJ863. FILE NAMEt' Gi�F}TB100 "r,, cm LITTLE CEDAR BAYOU WWTP r to a ... DRAWN BY: S. BAKER - ABBREVIATIONS AND LEGENDS I4r M SHEET CHK'D BY: C. SOWELLS conwPong•en9ineerin9•oonstmctlon •opera8ons SHEET lb 8Y: R. CHAPIN SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE. TEXASIf •. APPROVED BY: Q WIGI� REV, DATE DRWN CHKD REMARKS JUNE 2002 I1 N0; ' _ .. DATE.. �I dN F- W Q 0 mzu) J . G Z Z W �W=Win N W N 0 U' r'z°ate p_O2Q a �cnca . G � ::,: ,.... ..;, . _ , y,.. } r a trU•. ,tail.. ��'i• i? ;t ..:.. i E F... ..:. f:.....:; :. - d.+, fi"..�;r ...'1. ,. it, i� oY'y+-i °S• x.l .. - . .{ .. EQUIPMENT SYMBOLS VALVE SYMBOLS PIPING SYMBOLS .. ..,. - SINGLE LINE SYMBOL SYMBOL TYPE SYMBOL TYPE I SYMBOL TYPE SYMBOL TYPE DOUBLE LINE SYMBOL :-WELDEDJDINT •-, , t ,r '' ^,.,�ri� 53ri ;°t,Llt''?:- CENTRIFUGAL PUMP-irr CONSTANT SPEED DRAIN —�— KNIFE GATE VALVE } ,k SELF-CONTAINED S r K REGULATING VALVE r FLANGED JOINT LIFTING HOOK ABOVE SIMPLIFIED REPRESENTATION CENTRIFUGAL PUMP- —-- PINCH VALVE (SEE NOTE 1) gr I i EQUIPMENT t VARIABLE SPEED PRESSURE RELIEF VALVE SEE NOTE 2C O ROTAMETER —�— BALL VALVE MECHANICAL JOINT rd = + H f f SIMPLIFIED REPRESENTATION „ BLOWER OR FAN VACUUM RELIEF VALVE (SEE NOTE 1) DIAPHRAGM VALVE --� ` Y-STRAINER �-- MECHAN ICAL L JOIN T RECIPROCATING. COMPRESSOR EXTERNAL �___— r I I BUTTERFLY VALVE XTERNAL TAP t� , PUMP CALIBRATION CYLINDER REGULATING VALVE RESTRAINED ROTARY COMPRESSOR —� — GATE VALVE THREE-WAY BALL VALVErt PUSH ON JOINT'' OR CAULKED —n BELL & SPIGOT JOINT: PI SIMPLIFIED REPRESENTATION q _ --�— CONE VALVE (SEE NOTE I) i ROTARY LOBE PUMP FOUR-WAY VALVE PULSATION DAMPENER ASSEMBLY --IQI— PLUG VALVE s PUSH ON JOINT OR CAULKED, BELL &SPIGOT JOINT PROGRESSING CAVITY PUMP FLAP VALVE (GATE) " RESTRAINED SWING CHECK VALVE 1 r. M INJECTOR BALL CHECK VALVE SHEAR GATE---{Q---� BALL JOINT ; 1'• . :. I r VERTICAL WET PIT PUMP �.�. �� DIRECTION OF FLOW —�-- GLOBE VALVE —�-- NEEDLE VALVE o _ SIGHT GLASS z m FLOAT ACTUATED VALVE w PLAIN END x PLAIN END PIPE COUPLING m VACUUMS RELIEF - — - �►- - — - } ,„ 2 Y,L ' ,aM PS PRESSURE SWITCH x MUD VALVE z DOUBLE DISK PUMP �- PLAIN END x PLAIN END z E RUPTUREPRESSURDISK FOR PIPE COUPLING RESTRAINED n - m PIS PRESSURE INDICATING SWITCH I AIR RELEASE/FLANGE x VACUUM BREAKER PIPE COUPLINGIN END 't � ¢ I � HOSE PUMP a � ANGLE. VALVE -(- BACKFLOW PREVENTER FLEXIBLE COUPLING OR cc PI PRESSURE GAUGE EXPANSION JOINT . aAw HOSE BIB (SLEEVE TYPE) r t m AIR AND VACUUM VALVE LIQUID OXYGEN VAPORIZER A PSL PRESSURE SWITCH -LOW B STATIC MIXER I FLEXIBLE COUPLING OR rt:� EXPANSION. JOINT PRESSURE SWITCH -HIGH 'E q (BELLOWS TYPE): TYPE Y M REFER IDENTIFICATION To SPECS. B ", MIXER j FIS FLOW INDICATING SWITCH i___ u (� COUPLING FOR —}u}--�` GROOVED END JOINTS: FILTER OR STRAINER OF RIGID LE r FIT FLOW INDICATING TRANSMITTER ® RIGID Itt AIR SERVICE OIL OR MOISTURE TRAP LSL LEVEL SWITCH -LOW *Y�{c g _ FLANGE GUARD ACTUATOR SYMBOLS LSH LEVEL SWITCH HIGH F OR R w --�✓ �/ I FLEXIBLE HOSE I in FLANGE FILLER 6f Y'1'fl'I 4}; tTy ,rR1 LIT LEVEL INDICATING TRANSMITTER DESIG. PROCESS FLOW lul r I M `- UNION r 1 I SUBMERSIBLE PUMP TEMPERATURE INDICATOR DIAPHRAGM - SPRING CLOSED Ir` i DIAPHRAGM -SPRING CLOSED W/ POSITIONER QUICK CONNECT COUPLING o VI VACUUM INDICATOR w� o zN` w o LE LEVEL SENSOR -SONIC A DIAPHRAGM - DOUBLE ACTING OR PRESSURE BALANCED HOSE COUPLING I ' Q a fir}qr ,I as f -_ - �) BLIND FLANGE I.{ Y zp O ELECTRIC MOTOR (CONSTANT SPEED) „�, 5l, Jr z a ! LE LEVEL PROBE Es u m m ELECTRIC MOTOR VARIABLE SPEED 1 M 1 ( ) � CAPPED END ` a: m CL 1� SLUICE. SLIDE OR WEIR GATE S j; ' t r o SOLENOID y'� o C ' 3y 3, STOP PLATE I HAND — M FLOW METER - MAGNETIC PIPE & FITTING SYMBOL NOTES VENTURI TYPE FLOWMETER AIR ,. I. SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING SHOWN ON THE INTERIOR & EXTERIOR PIPING DRAWINGS. i m 2. UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED ON THE LAYOUT; CV pp o & SCHEMATIC DRAWINGS PIPE &FITTING JOINT REQUIREMENTS FOR THE VARIOUS N FLOW METER = TURBINE �- HYDRAULIC CYLINDER PIPE MATERIALS ARE SEINED IN ,THE SPECIFICATIONS. }}' " CHEMICAL FEED POINT y} Sf 9 ' O - _ -•�•.,•u.Y7.it3�Y,�a3�33• .�•�• F C'; i ?F�f^ F t'.± .I I •t. ^ ' C{ 1{bDll� W, �IAPMN � r,�(, �.,i15r�tlyy I : - :. rY Y • . -:" h :.. i§ �• airiai b.1JSYiY�133A Sti}I: s t }�F r{ QUICK DISCONNECT pig AIR QUICK DISCONNECT. T al `` .. ..... y �T m o DIAPHRAM SEAL f2 STANDARD n J STA D - I Y ', ,..,.. ':. � .i':, . i^ 1r �RVJ�I. I...l��i, ilt.Y�P'Jf• c.�,. ,f t S , - a C. SOWELLS �5 j { fLj1 � �, DESIGNED BY: � I � DESfG E w . o P. BULOTI a DRAWN BY . LITTLE CEDAR BAYOU WWTP EQUIPMENT. AND PIPING, SYMBOL ^ I �. �. ' i�'. ✓� ' ''� ,:'1 t , , . �f✓4 `r 4r!�` S,, 'f Xnµ. ,r ��,j . !. ;.. !.'..:.; t r. .^n } , tit,.i {, .':.,. { JIiE{i 1 ie'K'D BY: R. cHAPINIa ING FACILITIES IMPROVEMENTS IF ,,SLUDGE HANDL �r a , g :. SHEET CH g tn. :�T4 S ro consuttin9 engineering construction ope ,. r ,i , {., , I <'4 -: I < y ( Z CROSS CHK'D BY: ►,1A,WG4J y g--- CITY OF LA PORTE, TEXAS . :. .- Po BY: _ n i y: r'.>':,;y APPROVED B , 'i +. :.. m r • T 1. DATE: JUN�% DRWN ; CHKD REMARKS E h V,,3r= q IvI7o I,i bt ' , -.. 5 t ,.. s : t b i I e tfi�,f •'ci. ,, . , •; A a INFLUENT - I _CLARIFIERS (� LIFT ! AERATION _CLARIFIERS STA77pN MIXED LIQUOR 1. RAW SEWAGE ARARAR Q �HaMB�RS 1 _ FLOW \ f SPLIT77NG : \� L, CHAMBER \ , SCUM PUMP 4i P. ; Ci ALANIT RAW I 1 I ,, lNFLUENF.I WAGE f. cn ( j + ¢ i t • � � :.. y + ofRE7URtJ AC176;A7E0 SLUDGE/WASTE AC77V.47ED SLUDGE CHLORINE ,.. RETURN ACTIVATED SLUDGE/WASTE ACTIVATED SLUDGE �- —_— AERATED CH(,QL1NF I 1 a RETURN/WASTE ti rONTACT CHAMBERS w a6 W z N I i:r t A PUMEN STATIO PE Y m 2V. 2 Z SCUM _ Z 'm ! DISCHARGE �n a a , a f AEROBIC DIGESTER BYPASS 0 owl it DRAIN — , 1 ARaa/c. DicEsrER PROCESS AIR BASIN Na. r PROCESS ,`. t' t. WATER ';. ' r - WAS M PROCESS AIR BASIN NO. 1 - ---AIR �SUPPLY I L MULTI -STAGE CENTRIFUGAL BLOWERS w o OLYM 3 EL MIXING TANKS WAS , M it F- W 9 N PROCESS AIR { f, AEROBIC DIGESTER I GI�AV/TY ¢ BASIN NO. 3 THIr,KF/J�R cn POLYMERit J = m ow- v FEED PUMPS �Q Zz I WAS Q O n t1 a m Z ¢ DIG T NEW BELT PRESSES 0' J Z ? Q AEROBIC DIGESTER S U G Q W o ¢ PROCESS AIR BASIN N0. 3 PUMPS S I'r W Lu I z UJ c J 0. (9 THICKENED o_O2Q N J U) C 0. : i - V, SLUDGE fi FEED a` PUMP LAND I APPLICATION :a;i` i , )I r - IDD f• N } ? '''. THICKENED 4 1 SL FEED U 1 1 IDD �,� PUMP _ ;�•� #t... DIGESTED. SLUDGE 4EW "'►1 I t t { THICKENED SLUDGE ;*�!! 1 _� a m i f...... ••fiK Y U s RODNEY W CHAPIN , PROCESS AIR ...f.... �.e r ir{I ,... ! $1014 • i� ,, ��� ,I r j IEt� ,Ltit y o 63 319�6 PROJECT. NO. 198 _ { r11. FILE NAMEi PWWDI100 ` DESIGNED BY: D. N16LA •`� ` _:. DRAWNBY:. S. BAKER .. } , s h ICDNI LITTLE CEDAR BAYOU WWTP PROCESS FLOW DIAGRAM :.:. ': SHEET ClK'D BY: C. SOWELLS SHEET 1 ` con ulNng•rn9nening•cortiwRe •apeatluns SLUDGE HANDLING FACILITIES IMPROVEMENTS -. im;FIB' CROSS CHK'D -BY: R. CHAOIN r' {1l: l 1 . ,.m - 1 . CITY OF LA PORTE. TEXAS I m I - • ...., :.: ... ... :. .. APPROVED BY• - S�II s { m 1 m REV ',' n 5. DUNE 2062 t i 1 m DATE DRWN CHKD REMARKS DATE: m ND :.. s m W LU z GG a z 0 Z U 7 a 0 O a 8 r j i r I i. J I i i N m, Z ¢Q a _ � I k i h 0 m w Z ►-wLLi _ m a0 w J = m 0 LL o¢ �.JZ ¢zw �d a OU - =wN N W � O IL o < c-J'Od0, O � o m < N J U) C n• i cc ui co Ld G w G a z 0 Q m o d 0 a F- W F z Ld w J a O Lai" z WoZ00 D Q2 cc W = W M ° 04JpW -j 'oG� 0 w 300"a v; 1 EXISTING 12" T 18" AA-STL T �`•y TO CL CONTACT BASIN BB-BFV-010 12" AA-DIUL i 010 M PI AD1-PV-012 DSP- 2 01 �V-Ot t � , • , t i -PV-Ott % } to l Pi J, _ DSP-202 —--1�7f---� -010 _ -PV-012 :. a GRAVITY I SLUDGE PV-015 D THICKENER _ N a [ I_ RWW 0 r TO INFLUENT LIFT STATION o \� PV-013 D 6" OS -DI I�� 1 6" TS TO THICKENED SLUDGE 3 T o PUMPS. SEE SHEET P-4 1110-Ot M PIT -r— �. PSL PI M PSH 6" DS-DI PI D 1)SP-PV-015 a: DSP-PV-012 AD3-PV-014 DSP-PV-Ott DSP-203 t DSP-CV-010 ! 1110-02 1 ; Jt+. DSP-PV-010 PSL M PI PSH'i M DSP-PV-016 k I-BFv—o10 PI DSP-PV-013 DSP-PV-019 r 6" -DS-DI DSP-CV-011 DSP-PV-017� .a d � FCC-PV-011 % , , �.QF. , FCC-PV-010 FCC-PV-Otl G K • �, Wyk FROM THICKENED SLUDGE' f*' `,•• ��j '���y��{ PUMPS S *. a .an u . ••• u ' t l , :SK BFP-PV-010 FCC-PV-013 s RODNEY W CHAPIN f , zt BFP-PV-020 r� 9a r.. $101 wNb X``��` �`r I rt}{•y,' TO BELT gIS�Ir Dul a`11} .TER PRESSES PROJECT NO 19863 31926 PROCESS MECHANICAL AND FILE, NAME= IDGD11b1 DWG ' � , LITTLE CEDAR BAYOU WWTP INSTRUMENTATION DIAGRAM SLUDGE HANDLING FACILITIES IMPROVEMENTS AEROBIC DIGESTER, DIGESTED SLUDGE> PUMP ctTir of La PORTS, TEXAS STATION, BLOWERS AND GRAVITY THICKENER P • 3 ; dV It,I 1 1 lY it-'t! { - ) H a c I U t r n i PS iStr S , 3" PLW—PVC;f,:. $ . BASKET STRAINER i To i LSH PLW-BV-010 ,' tl - I, PSL r, PROCESS PSH WATER PMT-BV-010 PMT-BV-012 M POLYMER MIXING 2 PS -PVC r r' TANK (TNK-301� PS-BV-010 PS-BV-012 5 PLW-BV-020 2 PS -PVC -K �. 4 BASKET STRAINER 1040-Ot PS-BCK-010 POLYMER FEED TOPRESS NOBELT L;ER PS PUMP PFP-302 (BP-30ll °: + q PMT-BV-011 PS-BV-Ott ' _ 3"-PLW-PVC BASKET I PSL 1 _1 STRAINER ' M PSH M PMT-BV-020 PMT-BV-D21 yl 2' PS -PVC PS-BV-020 2° PS -PVC PS-BV-021 it it+ { w BASKET - P - l z S BCK 020 STRAINER ,. , E W z LSH O TO BELT FILTER m POLYMER FEED PRESS NO. 2 ,,; o : PUMP PFP-301 (BP-302) n Q $m 2 o o fa W r POLYMER MIXING a TANK (TNK-301) POLYMER FEED SYSTEM BELT FILTER PRESSES I P S 30 :. POLYMER SYSTEM 4t tt t ' y" �_ 4 'v M BFP-CV-010 BFP-GV-010 i. t PLW-GV-010 3' PLW-PVC „I x d 4' PLW—PVC p , 14 EXISTING BASKET `'' PLANT STRAINER BELT FILTER PRESStj + " Eli. tqs R WATER BOOSTER PUMP (BP 301) jtN S - (TY P) ' 1130-02 • M BFP-CV-020 BFP-GV-020 PLW-GV-020 _ 3" PLW-PVC w 4 N BELT FILTER PRESS r a �rLetk, • �, _ 1' W u O ( 1120-01 — BOOSTER PUMP BP-302EE _ , t ' a J x PSG POLYMER I Q �z PI M PSHWit O LL a i TSP-PV-010 PI m Z N �i o TSP-CV-010 TSP-PV-011 BFP-PV-010 a' Z oo ¢ M 6' TS-DI k s C Q W n FE-103 FCC-PV-011 STATIC MIXER ZQ THICKENED SLUDGE M M W =. W S 6' TS-DI PUMP TSP-3D1 rt „ PI j vi, NUN,> a j. FCC-PV-010 FCC-PV-012 1120-02 t v .y+7rA ~ J G E W _ S TSP-PV-012 POLYMER o J CL a FROM GRAVITY c BELT FILTER BELT FILTER •�ta'cJ __ - THICKENER PI M S PRESS PRESS j;{a;; r ty ' it •ts'`".. •. N J t/) E. TSP—PV-020 PI 1120-02 FCC—PV-013 BFP-302 FB P-301 j ,i' ; TSP-CV-020 TSP-PV-021 6" TS-DI BFP-PV-020 8FP-PV-021 1135-Ot BFP-PV-Ott 1135-02 y M i t �•::: THICKENED SLUDGE FE-104 STATIC MIXER O PUMP TSP-302 Cu 6 DS-Di 1140 j ,Ln. M FROM PROPOSED DEWATERED SLUDGE CONVEYOR DIGESTED SLUDGE PUMPS o DISCHARGE HEADER ^R "'�i n TO AEROBIC FILTRATE TO �� i { i m DIGESTERS PLANT DRAIN 1N�is,I Ark TRUCK LOADING AREA rib. SLUDGE DEWATERING SYSTEM 0 'gulf r--, .. ,".,:I: tli \ AN"fit .. En D. NICA re , { z rn DESIGNED BY. H.. z PR PFtOJE�izif, DRAWN BY: P. Bul oT PROCESS MECHANICAL AND INSTRUMENTATION DIAGRAM PILE NAIVIEk',t1sLtlHcSb b,lc M LITTLE CEDAR BAYOU WWTP :'t ' "� r, SHEET CHK'D BY: C. SOWELLS - THICKENED SLUDGE` LIMPS r't tr N mnmttin9•engineering• mnstroction • operations .f >) .., ': . i� CAI w.: SLUDGE HANDLING FACILITIES IMPROVEMENTS z, ,` ,, T, ,,a.re,#t }➢' . �;, CROSS CHK'D 8Y: R. CHAPIN , 'I =f. f BELT FILTER ` PRESSES ; C;ONVEYOR Y't m APPROVED BY: �.. D� uru< .l CITY OF LA PORTE, TEXAS i .,i m REV. c �-y -�- .lh pit., 1f .Li li cF N0. DATE DRWN CHKD REMARKS GATE JUNE 2002 AND POLYMER FEEQ, SYS ItEM,f{ i . {QQ{ 7 r� 9 (' : t'.ln{i h{'.{=al.`414 { — to i. AE CL 0 w Z W_ .5i� F m a $ � U O U. z QZU) m m ¢ G'JZ¢ p o GQ� a� NWNOU tiJpWW c o On< N J 1 0 F cat !.t jj B C NOTEj IT S: A,.,. QU.. 1, 1. CONTRACTOR TO COORDINATE SEENCE OF,WOik ACCORDANCE WITH SPECIFICATION I 2; WITH TO COORDINATE ALL EQUIF!Mto-"t' dOWN {�ItAESy3 WITH OWNER, AND IN, ACCORbANCE;: WITH; ISPECIFICATIONS 1:, # i s, s' i , THROUGHOUT CONSTRUCTION, WITH HANDLING FACILITIES TO; REMAIN:,IN SERVI E;r, i ! °"l4 • a I ALL REMOVED OR'RELCCATED PfPING`;SHALL WITH NEW PIPING O. , MATERIALS IAS,SHOWN ON DRJRWIII{(35�7� iF14 ; - - ,. .. (.'F�S� bE'RELOCATEFI i 4;''ALL TREES TO 'WITFI.tRE SP�An DErYY'�;i� Fa4r'. i : - t li�:;�i,i ,�,r 1; ilit 3r•.{1 i��,l 1. aliil _ t. jj i REMOVE A D REPLACE EXISTING NON -POT BLE WATER PUMPS I a, DEMOLISH EXISTING BLOWERS AND ASSOCIATED APPURTENANCES LS-4 f ,}{ ( BLOWER BUILDING DEMOLISH WAS PIPING, 6 SEE SHEET C-8 c 4 - X x ---- Z_�o - ---- x --- % — % — x — — x — x i., j X — %--- X % — X -- X : X.. X % — X_�..X"_' % t_._— %— x ____. x_._.X—•—+ X—.. X— 1bCLARIFIER77NA R x Ct AR(FlER-1 z g SLUDGE DIGF_STER CHLORINE CONTA BASINS I x - x BASIL! NO. _ \ \ �"�'• ' 'fir f �;=okl ... REMOVE RSHALL _FLUME LINER. • 1 1. NEL WITH GROUT AND FILL HAN `1 •f r ytr m 1 BASIN AtO. I _ , x ' 4 o m - • a EXISTING FEPICE--'��I 3 I t: > RAS/WAS DUMPS � Q i x JPIICKF_TdgR` � REMO�%E EXISTING, [,EAQWORKS \ AND ALL ASSOCIATED; o `' o I CONCRETE DRIVE AND PARKING Ei H PIPING 4 e t" r It N --- - /•-DEWATERING 8UI DING EMO ISH PO TION OF � � � O (j (� ❑ ' " A ` ' ' x XISTI G 4" IGESTED EXISANG SLUDGE LUD E PIPIN - - SHOP BUILDING DRYlIJC BE(75 _ - •—_ , ° CI na(FIER t is J r`I -- � DEMOLISH EXISTING BEDS SLUDGE DRYIN G B rl,l rra I t V r - AERATION BA tN N A AP N IN La.AERATION BASIN NQ 3 t j' sl*PP,+Iti 3 C ICRElE DRIVE AIdD P.ARIC/NG QPERA7TON��UILDING INFLUENT LIFTTi�70N f I ` it r, :t ,isit 11 Ftr� — — — — — — - — — — — — — _ O a CONTRACTOR TO REL CATS I ) EXISTING SIGN AS NE ESSARY C'OUERED PRICING z i o A- ` ILA �- - - -. ._ - - - - - '- = ❑ - HFADWQRKS z m NIGH BA-1 z— -x— x— %— %— %— x- z-- - w t° - ' '—d---tr— _ — — _ —[iV�.7NE-- 22 ,. —x x Y 3 off:. _ — — A/C 7 x —x a ¢ A rC DIT F! F 04t IN _) I - - - - - - DITeH FL2W�JLY�_ I _� � ., � .- _._PI-'__ N1GI�AN_lS:-.-•ti-- � �t�,. n �-�8 .�.FH ' ' " } , NOT USED I C-5 DEMOLITION LEGEND AND STORED TO BE REMOVED AND REPLACED WITH NEW: •'. r cv TO BE REMOVED, SALVAGED O j y9 N 6 EQUIPMENT, PIPING, ETC. AT LOCATION DESIGNATED BY OWNER 0 2 TO BE ABANDONED 7O TO BE RELOCATED (NOT USED) ss n�� l '! n TO BE REMOVED AND DISPOSED OF OF O TO BE MODIFIED: r Q - TO BE REMOVED; RENOVATED AND REUSED;:�_; J�# RODNEY W� �HAPIN p` r�" t} 4 TO REMAIN IN SERVICE O IN PROJECT (NOT USED) D I 3 O TO BE REHABILITATED 30 15 0 30 fie` a SCALE IN FEET 1) I� • ����' s F1LE'NAME�i b5TP�91ubVc DESIGNED BY: ,C. SOWELL$ i ';. f + t .•t s ,: �.k NEE'„ F 1 �• j SITE DEMOLITION FLAN ' ';s t ra' c.:, ,1 } { 5 DRAWN BY: S. BAKER LITTLE CEDAR BAYOU WWTP t t,r r'I a s ' ING FACILITIES IMPROVEMENTS N- M SHEET DHK D BY: U. sowELLi SLUDGE HANDLING t �• / comItin9•en9ineefln9•�! °�on•operadons y CROSS cHKDBY: R. cHAPw CITY OF LA PORTS. TEXAS i ,p j APPROVED BY: R 046M A • N JUNE 2002 1 , m REV. DATE DRWCHKD REMARKS DATE: ND. h f w z z 2 N ma w m = i z z t, • a 'm D Ri o a G:: I- W_ § E. - a O LL MZH J fYG Z W GZ2 �LuxwC? N W U) O V nLUISfYW or:aLu o_0IL N -1 W CO. , _ _ H ,.:I >. _ .,., .... _ . G L.,; , D E F , ... ,:. C g v Vie. . , I It -+. "' ` NOTES: DEMOLITION LEGEND 1. CONTRACTOR TO CONNECT EXISTING 2-INCH SCUM LINES (TWO) TO, -Z'-"C-� EXISTING 6-INCH WAS LINE DOWNSTREAM OF PROPOSED BLIND FLANGE: OTO BE REMOVED SALVAGED AND STORED TO BE REMOVED AND REPLACED WITH NEW AT LOCATION DESIGNATED BY OWNER O EQUIPMENT, PIPING, ETC. 2. CONTRACTOR TO PERFORM DEMOLITION OPERATIONS AND/OR ANY ,: (j : _ PROCESS INTERRUPTION OF SERVICE WITH SPECIFICATION SECTION . . " :. - AND WITH PLANT OPERATIONS PERSONNEL i t I TO BE ABANDONED TO BE RELOCATED (NOT USED) : .' ,� ,•, / , I 3. CONTRACTOR TO PROVIDE BYPASS PUMPING STATION IN ACCORDANCE �r� r' O TO BE REMOVED AND DISPOSED OF OFFSITE O8 TO BE MODIFIED WITH SPECIFICATION SECTION 02659. 0/;, / . I TO BE REMOVED, RENOVATED AND REUSED 4. CONTRACTOR TO PERFORM DEMOLITION OPERATIONS AND/OR ANY.,`' • IV.// Ii I O4 TO REMAIN IN SERVICE - 9 . III ; O IN PROJECT (NOT USED) 0131EAND WITHFPLANTCOPERA ONSDPERSONNEL. SPECIFICATION SECTION I r - O TO BE REHABILITATED 5. CONTRACTOR TO PROTECT ADJACENT PIPING, EQUIPMENT AND `i 1 PROPERTY DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO,, I REPLACE COMPONENTS DAMAGED BY PROPOSED WORK. ;I C f 1.IT. s was------------------------------�---- _ _ _--------- _----------------------------- - ------ --- --- --- -- -----r------- ----------- ----------------- n SE------------------------------------------------------------- _ - - ------------- 3Q------------------------------------------------------------------- ts---------------------------- �y :` m 0" - w a�♦ �ti i- - -- I J ♦ ---------------------------- ---It-♦ m---------- ------ - W q. 1 -=---- - `---- ------------- - 3 ... II I -------- -- FL , 9, 48 `♦ FL. 9.98 `♦♦\ , `. ♦` `♦ . 6 `: - 1 I - FL. 9. 42 x - x - x - x - x - x - x x - x - % -- x - x - x - x - x -. x •--- x - x - x +, x �--- % x -- x - x -- % -- x - x --- x - x -- x - x - x - x --�. �X -- x -- x - x - x - x ---' x - x - x - x - % - x - x -`� x - % -- x ---- x ^ % -- x -- x- . / -`-x -x -x. --r`x �-x =x x -a �` ' }%I I F1 I �♦ �` x FL. 9.92 9.38 it ` ` •-_..,��_ ` , . , , ' I I x B't�. 11 `'.♦ ♦♦` ,•- \ III,�'"_ ♦\\` .6»IN / WAS - : ♦`♦ ♦\ : _ - ♦ ti` �♦ A ♦9 IT ♦ J FL. 14.25 \ ♦ ♦ `i ,: fi i I I I FL, �-92 `♦ ♦ A \ \♦, `l . / `\ `.: a .;'x!.t /y . � � I I I � , I I I I x x IT, - I I i A \ / CLARIFIER 3 f 1 aI 1 1 A i . '' ' i �i I ., I 0 _ CLARIFIER 2 .\ ` I I, • ,...,;i' 1 I I Of I I t, I A, C�,ARIFTER i It I f, I, , NI j i.. ' f I I; I' B _ I Np J \ ♦;\ - r. I I i, r`2 ,.. I I I, I I• I I If B it \ I I I \ I I - -, I. I . n - � � � 9 \NA, ` R M VE 6" TEE AND t 1 „I 1 t. ; YI 6" BL IND FL ANGE. I i . I \ N 1 I . ,` IN T LL �. F. 1 " . B I �' I L803 A n �y`��. REMOVE EXISTING 6" �,i �. I I R11 / �,,�� WAS LINE AND BYPASS I i41I. I SEE NOTE 1 '' *ie M 1 1 4 ,.` - - % )/ .' 1 i f� ,/ C'\\ 1/ i 3 of-% \ E2+00 i i 1 I q \ I t:Ay I i t ,I -ill". - :- -. i °"a' INSTALL 16" BLIND FLANGE i' 1t1 1 I - I I rit . , r . FL. 8.5�{1 o If ,°r /� j r/ J% - 16 -- FL, 10.50 R 30» �y/r / 1 I �J\ rf ---� s / • FL. t0..�0 i ... I }11 1I 4 DR - / l rt. r5.00 III 1' +t . /� �rC\ FL, 15.00 m I iE- m r t,♦ \ /" /F 10" AS n I Y �� F" ' B 'F 5£--- m -� I II 1 I �� r 5- If t(a " FL. 10.50 I I u1 , \, -FL: 7.32 //� // I I iIII-Tt 1 B I '/ �Y,_ B -'r I 1 I ,/ I i' 1 j> •�'i'• 111 it 41 F /% r'�rr -J ( i III \`I `♦` /,(,�� `\ �� t i I i 41 ♦ If _ 1 --- �- ♦ /I, Q i ----'ill• ♦ t c t I 4I 1 J 3p" ILL ---_--- -- --- -- », ` zm , t(; co=c s - � T - -Tf 1 _______ of , i I - ------ - --- ----------------- It -- - - --+ _ FL, 10,50-- .. m I t 30" ML 1 319" ML , I y 1 I � I10 I I "I'-- m--------m FL. 70.50 f 1 `= I to,. -0 3�/4 PWJ. w: li i - .i' :. -i I .. 1 ----I III --------- -3--'W- - kl if nl it--- B ,/a'\`''n`LS - I i- $C,III•, - .I '.._ l �.-___________�_ A. ___________11 ______________ _________________________ -I _= _ I' of- --- ------------------ --------- I . 1 - 1 I 1l4'�----.•------- �,y- I-----------------, ------_"_- II gA,a -- s .m:d---------------------------.----v,q.-,-' 1 1 1 1 I I --& (=..�--._ I I n' __y '♦ ♦�, a .em �`�� c -0 s,.-:.-,sue-oa-�m-®-sa------'----'------ R'I' 11 -uY--•------N- 1 @,1. ♦B I I ,•.. 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' u 36"-A4L ------"----------'--------------- --------- ill -- - ---1'--------------._"---------___----------------------------- 1 1 I R l ♦ 1 1 4'' I I'. -- I ;; �__ ,;•,------------------------•------------------ --- �° �__ -_ _--- -------------------------__---- - ---------_ _--A��mm- Ie-m� mom® ypv >- --s m-s-s��--mm�tl�--s-.m--a®ag-_m.m-=�.aM--sm==a=>moamaaT� azmsas-�a--a--am-� oaaaa-vft-Rz" _ _ _ _ ?m P4VAa------- III , ___ IT, 1 ♦ ' '2 PW . 11 o NA ♦ r I -_'�@ .ma® _ u= as11 I it i i I° n nI o ♦ ` REMOVE EXISTING PUMPSi I rrro "i' \ it R i II I I I 1 7 B I ° f, ♦ `� r° AND DEMOLISH. PIPING A D U 18' STM. SEW.------------------------------ \\ 18" AS I I 11 i I i i A I ¢ NI i .. c ° I:. � +: ,.; -.. -�---- -- -------------------------------- --- '1 1 1 1 I ,,`'•..r. ii I I p _ APPURTENANCES AS SHOIWN _____-_ ___-_______ „. I i I I I ___________ 5 - -- -=- -- ------------------------------------- - - \ ' H A if tea- I _,-_i I I ON SHEET M-1 I t I 3 ,It FL. �. n u B i i II I i� I e I rod!^fi� ! i, I I ' 12.89 ♦` : 11. !` 6' DR R r t { 4"PA_ < z :. I �♦ i I 6" DR 8.10 \ Z u B FC. 9.00 r_ r'�__-' r- 1 �FL. - � -ol I<---------11 Ic-- =1 --1 I -a - to--I---,.a1„�a�Amma7 I� I • ,., ;: I _n u -- `, �♦gf - A f I 1 I 1 f --- 1 I ! i--- ='` I I A l 1 1 -. i6 DR -- ------ --------------- ---- ------ -- - _ __---____'-------------------- ----- ---- -- ---- ----- ----------- - ----------- ------ ------------- 1 I __ _ e i 1 i .. p- - n. ♦.\ ♦♦ - --___ 8 1 I _ I B I I I I I 1 --04 I i { R B t i 1 I i l ( t i 1 i K ?RIB I I i B B i i C 3 I I � 1 I I : i I � . I i FL. 14. 68 I I I I I i a m FL, 12 I' m�-m 7 it iI R , 1 / II-m-a_=esg ,.--- ��" a�1 �mem�a A > c . T; . I 1 ii. n ` -„ 41��- �m Ana ; P-x."B 14 anI 18" AS I t } ; �t ;1 y ,i • t I I` 11 ` It 11_ - -- u 18» AS ' I ii I " AS i b i bJ d a i FL. 12.90 I 1 18» AS I�94. I -rl -- -__-- FL. t3.80 I FL- 13.60 i_.J 18 ----- - I to I 11 CONCRETE' DRIVE AND PARKING -------- ----- -------.- ---�------------------------------ --- - I B A _ 1 ITp+� t ----- ----------------- - ---------------------- ------------- -- ---- -- ---- - i �(-cj �y�-n -- - I "� aII II FL: 14.36------------------------- i ��r --------------------- I • :, , i I I I I I --------- 30" hfL FL_ 6.5 u-------------------------------- l t FL: I T295 i I ml i tl ,_ -m----------- -- --- -- ------ i i 1 i i I i===z I ' ° I , / ; . / 1 i , I t. 18" 5719 SEW. 1 r nj/ ' BI-------�_- _ �- 4A rn / 1 ------- -.------- -- - m 1 �, .t F! :. /'---'-----------------------'------_�^<-"--�__-- __=-------°�--'---•--_-- I I ---_'--'- I I --- 1 I -AI B 1 t r r i / 1 { I IIf yi --L-_----- ---- ------"_-------- / z--- - - 8 1 t0 c♦' / I$, I V I f t 1 ♦_ ----------------------- ----- - --- ,", 1 i(I� t I (Y� �(}} I r (j j m '.• '1 w i I I ..9Q1�i" ` V i :.'., ; •I . :: + ' , 11 .: .' 11 I : ` I I I _'1-cr-------------- ' I f FL. 1II.50 _ V �-_---- -- --"--- - 11 I `--------� I I `----'--" I 1 (-- I i 1 i I N� B 1 i tL .' _ / , i I SR. I I I I t IF I } II --- �-------- erg I i i I i _� i ! i Sc -i r 11;,,� ''i. a" t' I: I I 1 30 RS FL. 6.5----------- u-------------------- r -----------<---- _ _--- my a I 1 f �+' �___� + �: ; ,, j , --- 1. I-------------15 ��_, 1 1 I- 1 I 1 1 I 12.9 C3 !/ t ' .r# j �} 8„ .TS.: i. m ------ ----- I I -- L 30 ML FL- 6-- --- ---- m♦ ii I 1 I f 1 I I 1 1 I �. (': \ n I __�____"----- ------------ ------------OF •`=L IS- -- ----- - i I - i 4 r . .. .. ... � .-, . IIII I � ;Y� --- ------ --------�I i�----------------------------------------"' 6I 6m--------zs- - FL. G.5 ------- --- �_ -- - _--- - --- - I I I I r L.. + 'L. :' ::.'. I l � _ - \` ` 4mo t - , ,,: n - =r n i I i I ♦ _ n' /r'' re - i i FL. 6.5 --mP - Nil i ; I III j ,�4'p r I / ice' ,/ - ,. , IT. i' y \ . =_ II I , t Ir FL. 12.2.5 :+ lo----� 1 I c------ --- - -�------------------------- --- --- s'�� I I A , ; , 1.,, ,; 00 ty II \Y' I I fft. ., iiI I i i u !1 i 1 II I r , / .. 1 i r / r u I .,cm i:: :':: "�`� I I , I�k I I I I i 1... „I t I I it I(--- �m 1 , - ;Ri r t` . " 1I: i u I I I u " ---- r =--m F m `-4----30'_4!L_FL._b_5 _::----------- i ;t - / ; ,` fi m s `N., ;..B DS \O I I : _ L G, _� I<ti 1 , I m <_--------- 30 ML--------------- 7 nl J 'I l I r SB , t i:f, :.- `w --- - .-_'--_---7f "t ". J 1 ac iB : it fll. ,I! -'-'-- -'-- --9i I to '' 1,, r ' ` I _ tr, -� a t :j----lc♦ f 'L.. _ df tt I t m ,i -----'(j} - '`------------- - --- I �� , tyl , . F . \ \.I. I . • I 1 ,` q ._ter y I-ur-c=t•--- t 1 ---W' 11 1 s F7�.,��7 a ,•d-,( ' ` FL 13 D� �1 %' . \� I ' II n <- _ . I I It 1 i ' - RS• .. W- 10 ! , , ?I '� '�' i I I I II I t n I i r i CLARIFIER 4 .. % �� III 11 , } I I 1 / �� �`` o F I r,Ff I *�! + , ,o (� :.' .:;11 i 11 -I I I o I I p 1 I r*: #•1 I �+, ;. • . • t _ ' 1 » I v,' I1� I o $��$ + I y� ''��' F D� RObNEY W giAPIN ,I �: - : + I N . Z I f - •...... .+' : .�'atrt lr ', i;, m t 17 I 6,. DR z S" DR +�, i ,.:6i , r,s.: z I FL. 12.00 FL. 12.00 i" } . FL. 12.OII FL. 1200 ! 1 •'��iLSTbi`� r I' m 3 I + 10 5 0 10 \� . .. �� , i W „a If, +• I ...AERATION 8AStN N0, 1 vFL. 12.00 F I 1f31tU�L � +,. . I t1. AERA7T A !N % A1TON BASIN NO. 3 1 SCALE IN FEET ������ L nt ,' z5 t 1 1 q ISI�° t J l i - - I.'!a F i i'�-' I " Oi:' 19863.315rL6 I,', r;1:., i a+ TM ..I :: ...: PROJECT N 1 .,. , r ru r t, ! : y 1, .:., : DESIBNEO eY: D. NICA _ FILE NAME1 t MYPPLI GS1 + „r , 'I ,i �, s '_ I Ti tiw ,' , ..., :. - - DRAWN Bvi S. BAKER LITTLE CEDAR BAYOU WWTP YARD PIPING $NEET „II" i . , ` . �. t.: :..'.: SHEET CHK•D BY: C. SOWELLS - ,... SLUDGE HANDLING FACILITIES IMPROVEMENTS CORAIIIf11J-EIIJI °9-°�° °°tl°^� - DEMOLITION PLAN QUADRANT 1 m , _ , CROSS CHK'o BY: R. CHAPw L ORTE. TEXAS 3 :m r% - PPROVED BY R. looLl,tt CITY OF A P (i m n ,: ::5 , tri N0 + DATE ORWN CHKD REMARKS onTE: DUNE 2002 I lI . A%� .' I . ' ' - ,... Al m cc w z W z a z z_ M =O Q c a Q E2 a art` :7 DEMOLITION LEGEND L jjYY } ... .. our p,::f 4 , `:: Q wl �..: Fzt :l,} �•• ' ' r . ro �n i` 1li3r. , . ,. : t. i::.. ,riq.e•(,J,:;Y.+•.vrF, .. _' ��J' 1�4 `* •�. lei:' TO BE REMOVED AND REPLACED WITH NEW`*, 6 TO BE REMOVED, SALVAGED AND STORED 6 PIPING,ETC. NOTES: _ a- O O EQUIPMENT, R� ` . s AT LOCATION DESIGNATED BY OWNER N OPERATIONS AND/OR ANY INTERRUPTION OF SERVICE IN DEMOLISH EXIST PUMPS - �� ROONIY'W CHAPIN yta 1. CONTRACTOR TO PERFORM DEMOLITIO / 7 TO BE RELOCATED (NOT USED) WITH SPECIFICATION SECTION 01311 AND WITH PLANT-0PERATIONS PERSONNEL. O TO BE ABANDONED O 1 r: =w. ' i ACCORDANCE a a I - . , 81 TO PROTECT ADJACENT PIPING, EQUIPMENT AND PROPERTY DURING DEMOLITION AND tR� 2.'CONTRACTOR DAMAGED BY PROPOSED WORK. O TO BE REMOVED AND DISPOSED OF OFFSITE 8O TO BE MODIFIED Q(, CONSTRUCTION. CONTRACTOR TO REPLACE COMPONENTS DA DEMOLISH AND REPLACE EXIST , UCTION. CONTRACTOR 9 TO BE REMOVED,. RENOVATED AND REUSED. - CHLORINATION SERVICE TO REMAIN IN SERVICE THROUGHOUT CONSTR 1 y PLW-DI/F DISCHARGE LINE AND 4 TO REMAIN IN SERVICE O IN PROJECT (NOT USED)Irjl ! ,' 3. PLANT CHLOP TO PROVIDE BYPASS PUMPING FROM CHLORINE CONTACT BASIN TO EXISTING CHLORINATORS IN 0 APPURTENANCES (TYP) 0 0 o ACCORDANCE WITH SPECIFICATION SECTION 02659 AND IN CONJUNCTION WITH COORDINATION WITH DEMOLISH EXISTING CONC ,, ",r`� t O BE REHABILITATED + OWNER. I z PIPE SUPPORTS (TYP) 5O T REHA ED —,%� r i m - ' ) V TI z ,+ , ' . REMO E EXIS NG 4 PLANT PROCESS i 4. REMOVE EXISTING PIPE AND REPLACE WITH NEW PIPE AS NECESSARY TO REPAIR EXISTING AIR " xr% r i WATER LINE CONNECTING THE LEAK IN PIPE. ~ c"' o / QF % DISCHARGE HEADER OF THE PLANT fit... , - `, ,,,.-\, 'x.,;a, .> ,; O - - . - DEMOLISH 4,: WATER LINE. i 6 i / PROCESS WATER PUMPS TO TO HYDROPNEUMATIC TANK z 6" WAS FL. 14.25 fir' HYDROPNEUMATIC TANK ` /---- ----- ---- -----ac---==� A - ---------------------- _ DETAIL --- - --- r ------------------------------------- NTS ------------------------------- _ -- --- -- __-------------------------------------- I I _ x — _ --------------- 1 4" PLW ! �x x-- x— z x----•�,k 1 x x---- x x z x x— x— x. _ v x— x— x— x-- x— x— x— x— x— SEE NOTE 3 -- x— x— x— x— x— x x REMOVE �XISTINxG BLOI�ERS AID it z_ x x— x— x— — x x— x— x— x— x— x x-- x— a— x-- z'-- x-- ASSOCIATED APPURTENANCES 1 I _- x — x -} r V SEE SHEET M-13 SEE NOTE 5 DEMOLISH EXISTING 3" PA i i 1 I CC. EL. 14. ?00 PLANT WATER PUMPS, ��------------------- �� SEE DETAIL Q ! f 12" PA it CL. EL. 12.83 u n �J Ii II 'I if 11 _—il u e v I 1I XE lST1NQAEROBIC { 10%' PA REMOVE EXISTING VALV AND SLUD 5�R ti CL. EL. 12.83 PIPING TO ACCOMMODA E BASIN NO. 1 A 1 6L SN _ —► -- PROPOSED PIPING, SEE SHEET C-9 --- ----------- _= Y Ti If CHLORINE CONTACT BAIf SINS \ 11 ! it REMOVE PARSHALL F ME IIf 1� ` 1 6 LINER AND FILL CHAN EL WITH GROUT I o II f I '} 3 PLW -=3" i 4' DS it I IfIf if 1 G it BLOWER BUILDING I I it 11� 11 : If i 6--5 1 IC F 1 it itIt 3i �iI i II ii �r / 1" PLW ii 11 v I II 3- t h I_ " PLW i •r— -- 11==== ii iI. ! H 1 it 1 ------ --------- -- — it PLW II { u BASIN N0. 2 II Il f_ i I I I It E2+00r. c Ii i If 6 DR— ii U n 47? t., PL n ql i a 1 y,r i tl I f cn COIJCRETE DR/�� AND PARKfNG it ii ;LL/ "r- . �� 4 I i - DR ---------- II II ! n ! II -------------- H -- H�emao 20 mPLW�--------------m.,------------------------------ dl ` ` �c o 4 i FL. 1 .00 l r I ..woAm_vmmm,..,®sores®a..:mmae--------,.a..,-- czzsssssssyysoc�c,>=,cc zzzssss f 4 � � } I czzssssxsry.-+cam+= '1� 11 II iy \ } w n it / % If 11 , r'rarm �XlS11NG SLUDGE nw II If 11 DP------ ----=------- - N.n 3 3 141 \ U --------------------- - / - If l� �ii i i y rr till 36" RS. �i C----------------------- -- -- 5 ------ n-- II w THKxLk P �- In g it o D MOLT H EXISTING fI a i a t I g i HEAD 1W S _UDGE DRYING BEDSIt ,p m WORKS iui 5• �'J �'� IUI it f O^ m 1-------- u II ®ss sIL w _ DEMOLIS PO TION OF m Z FN- _ ii EXISTING 4" D GESTED " U s lu Q z W p it 1 I / _ / _ ----- -4- D-Jr---- --------------------------__ - d SLUDGE IPIN u'�. f f ® / _ _ __ _ W n II — _ _: `t��/�--� _� I 1 — ' /i __ _ — B —_—_J, , W = --Tj ----------- -----_ — _ o U > N W N O V ------ t8 STM SEW _ Syr / N TT ___ i- If It1 1 :os n O2Q I CL_u u n Qs TS ` =i i��ec= ___ ==�i ' --- ti fi c - _ ---- 1 i ��v - II B i I 6n _. 2sSss it Z If II fl 3 If I ! CONTRACTOR 0 DEMOLISH f r / ' ' DEWA7ERING BUILDING A i i 4 1 A t `vo w TO EXISTING PIPIN N W PIPING. ESSARY i it u III I It `r o b REMOVE PIPE 0 NEAREST - f 1 el I ii' I I It •!�' `t �*�. w JOINT AND PL G. ABANDON i r dI I It if I I u o w 3 REMAINING PIP IN PLACE. I�I 11 1 ii 11 ii 7 ri if ui i B 1 I U it I. t2i I I 11 1 16" RS It II I IW II i Y ii it If 11 iitI tin i t� - vQni LDING it 1 Iro MIg SHOP BUI a> n i 11 10 5. 1 D 3 1 ,III 1 � i 1 AI I II I I II /` ip 101III . •1<�h� d k ,�{ Y; 11; II ,• ,. 1 fix, i o V. 3 rX3m ItW f i CI I it Ir II i 1 ., 'Sg.CA E iN, F IV- 3 _I PR OJEG7NO• 19883 319$51�'r� r �' 1, o .. CL a _. N�,MEt I i DESIGNED BY: C. SOWELS u ! LITTLE CEDAR BAYOU WWTP YARD PIPING DEMOLITION PLAN, w _ DRAWN BY: S. BALKER m SHEET CHK'D BY: C. SOWELLS �... - SLUDGE HANDLING FACILITIES IMPROVEMENTS (i consutting•engineeflng•m,utnlNon•opemtions �a(�ADI\ANT G. CROSS CHK'D BY: y� R. CHAPIN CITY OF LA PORTE, TEXAS /y ,p % APPROVED BY: K. (J/LIV%�- In co m REV. REMARKS DATE, JUNE 2002 i rn DATE DRWN CHKD I ri N0. _ & ©R CONCRE7E DRIVE AND PARKING 3 78E A77 N _ Ul !N mi z ' - - ---- COVERED PARKING i C i m�' awe x� Z � z n I CL �w �U LL mZh J ' Z Z a ' w ux > o F- p 0 2: NJUiG :..................... . I ' H I i ri id NOTES .'j 1. "CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS. x E g �57 9� ( x xs ��. c sb? S� R Op 2. CONTRACTOR SHALL REGRADE AREA BETWEEN. §WALE" ANb rs xj ?S p AEROBIC SLUDGE DIGESTER/DEWATERING BUILDING SO THAT cp ,� x , xis x / c�: �\ RAINWATER DOES NOT REVERSE FLOW OR POND BETWEEN ot BETWEEN x x x { x ,Tt�, � x p °' A s� BUILDING, AEROBIC SLUDGE DIGESTER AND DEWATERING r: s s X . / PROPOSED AEROBIC x7S? D c'° SLUDGE p 7NICKENER ' SLUDGE DIGESTER f { / (E6 47' PROPOSED SLUDGE r 5 0 10 / I 000 7 THICKENER REHABILITATION, 10 SCALE IN FEETR�3 s SEE SPECIFICATION NO. 11215 CURB x PROPOSED DIGESTED � 1 I S. x u N 528.80 I Rr x ( 9p BASIN NO. 3 E 151.57 I SLUDGE PUMP STATION Q x { x 1 VI p x_ i x i x 7ss 7 TOs 13.0 {x, , ?�, .�, r x7 x, s I I k-I - --- =------------------------------------j EDGE OF ----------------- ----- -- -- e --------------------------=---------------------------------------------- ?`S x PAVEMENT t x I { I J ------ i { i 6" CURB AG rr F1r' S DETAIL CZ-1 x sp x ( ' N 523.13 N 516.80 6 PROPOSED THICKENED SLUDGE I E 135.17 E 141.07 N 488,47 '�j BELT FILTER PRESS FEED PUMPS I ( , k I E 147.17 } { k—PROPOSEDVALVE SATIONDG s ry 4 x ( { BASIN NO. 4 i �T V L 'EF 08X x { ► x x . x i x?sol m ( ... ( ( I ?� j ? i cc o o SEE (� )x °s SFtQP BUfLDlNG `o x { XI x R=15.0' AF s Z z I ,q X's x xs's CZ-1 _ Z z m ( CD 37 N 517.13 E127.17X,�� �� j ( i j D 4'-0" (TYP) 8 N 533.25x SLOPE 1 { { I E 111.07 s 12.0 > s I PER FT (MIN) I sr I I 3 FLOW x. 7� CONCRETE PAVING 7 7j D >x I ,� . .g X .S FLOW �) S f �nJ`,q�` y0 p x -� x S ® �? "' ,� L t k N 548.25 I �' E 101.07 i �s: p�, x > CL SWALE SLOPE VARIES (SEE PLAN) �S / sv— �'� I PROPOSED I ap sv3 > , x CONVEYOR �j pp SECTION 1 S® O NTS x S , �• x } CANOPY '``:_�.,r %6, p 'G. �AQS 30l - SUPPORT ,p b•a •9S ` \ l x p I x COLUMNS MATCH EDGE OF �, 9 pp 9 .8p •.49 , 'F (TYP) EXISTING CONCRETE, �A S DETAIL AA 6' x SEE NOTE 2 { X �q - PROPOSED l S CZ-1 x ,• _ ._ x DEWATERING BUILDING PROPOSED HANDRAIL - ( zFo it PROPOSED S / z w RETAINING WALL x i r 1- W li ��sp z x ,Q �>> /`3 m .) �H am { c� o �V z� r 1 IQl. f x x Q '_ lT3 `: I xs x,� Zj? 113, 5—lp Z tot G Z e x ( N 620.25— Q W a E 50.40 o..._ LLIQ 5 x 9 i Ill rJW I i 8p �F, t ,{ JG U' t qf'r PIPE BOLLARD AH p _ O Q 1 ,, t , ,f ; . x I SEE DETAIL ,r9 `. c4�rnr.a Cz-1 n f, .p' PROPOSED CONCRETE PAVEMENT OPERATIONS BUILDING ( ' pl it ! 1 �x K Rp MATCH EDGE OF EXIST CONCRETE19 e�! ..` x - x : k, 5 `'�+'' lei`• p _ _ _ _ _ _ - - _ -_ _ _ _ _ .- _ _ _ _ -. _ - - _ - - _ - .- _ -..- .-. — •s �_ . _ ;- . g t 3 , ua'i •` E rue It t9 EXILNG CONCRETE DRIVE AND PARKINGIt I _ ', '4. ; tit ) 'i !p Q t.. a x r ` I { r ? r. X,` E I J I "o RODNEY bl ¢} _i t h Sb •d. , :fir ( Y. , . X , -,.. ` I --I , - .. ' :f � r ll 1' .. , ijll, it -Y .. _ _ _ _ ` - I 1 'Y. CQs.:% •�- _ -.. __ _ .-...D_ _ -..- _ _ _ X ' ...; f6' d i'. ;�? x� %— X-- X I 6 1\{. 8 %—X—x—%--x—x—x—%� 19, �.�,�i 'i r�� .,r.5'i , i. x�? x— x— X—x x7� x— x— x— ?O'vY—x x— x %—X—x7, j +c7 ISd ;?i tNsat'. kI{gic6 , + ,..1 ..AV . .. .. - •l3 '?S •�3, .S,,,T „� �J C. SOWELL$ ll' '! s DESIGNED BY: '9 a i'td:.. ;, •.a :"; ..:.' S. BAKER _ ,.) 83'31926 1 t'. 1`i5y1t,r ' PROJECT NO DRAWN BY: FILE NAME: cPGPL�on,DWG ic•=,, CAM LITTLE CEDAR BAYOU WWTP o f i :` .. ...... _. SHEET CHK'D BY:- C. S.OWELLS i .-. ... _.' Iting-engineering-mristruNon•opmfloni - PAVING AND GRADING PLAN SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET Mj9 n :;. ' ..'.. ROSSC KD c H BY: R. CHAPIN�! pp' h CITY OF LA PORTE, TEXAS -.. , K. WRIf#CA. APPROVED BY: . - zi m i 'NO DATE DRWN CHKD: REMARKS DUNE 2002 DATE- ,, n E NOTES: :­ 1. CONTRACtORF.T6.66flINEbf LISTING �t�-j bkotbUM �f LINE! 11 TING (TWO) *A§,LINt 60WNsft (TWO)� TO PROPOSED EXIS BLIOJLANI(Jt r.1t, d ;IT > N 152.09 E 267.25 tN pi74�1�"Ie, 6 WYE (DI/P/RJ) E 267,25'� % 6" DRESSER COUPLING 6" DRESSER COUPLING 6" WAS-DI/P/RJ ------------- ------------- ---------- ------------ 6" WAS FL._ 14.25 ---------- ------ a ------------------------------------ ------------- ------------------- ------------- -------------- ------------------------ -------------------------- JON SE FL. 9.83 - ---------------------------- ------ ------------------------- ------------ - ------------------- of 30" SE ------------------------------------------------------- t ------------------------------------------------ �j I ----------------- JON SE - - • - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - -45 ------------------ ------------------------------------------------------------------------------ -Q. 998♦ 1 x- x- X--y x- X x x -X -x FL. 9. 42 x� x� ti� x� x- x- x- X-- x- x- x- x- x- x- x- x- x x x \x N X x -x. t. + Ft. 9. 98-1 a -FL. 9.92 x If a 1-6" WAS X Ft. 4.25 \124" SE CONTRACTOR TO REMOVE 8 24" SE EXISTING 45* BEND AND CONNECT PROPOSED WAS ''IJI F-L. 8.92\ PIPING AS SHOWN R 1(n vu) CLARIFIER. CLARIFIER -1 T: tit ii! ir IT z p FL 8 SEE NOTE 1 If I u 0 it If 9 A V� If 9 i of If if 3. OJ If INSTALL 16" BLIND FLANGE At, I I I . . I : . .� 1 1, - , I I ON 16" TEE AND 6" BLIND FLANGE ON 6" WAS LINE TV r IT It 'r N 2 "0 , it!'IN, ft V 30 FL 89 FL. 10-50 _mx FL. 10.50 11 \ 0 \ IN If I, I- s ITT in li­4 DR FL. 115.00 FL. 15 00 In AS it I Ft. 10.50-,-�j H FL. Z32 I III It 0L I FL. .,pi tp, 1; ki JON z U ------ Ul- q1 70 m� --- ----- --------------------------- p ML '4- P --------------------------- -------- FL. 10.50 CI w vj F�7 Cr --- -------------- ------ ---- -- - n F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IN + r - - - - - - - - - IN - - L. - - - - - - - - - 4? - - - - - - - - - - - - -- - - ZZ If SE SHEET PLAN 10" AS- ENLARGED ------- --------- FO ECTIO SEE SHEET I M�2 �4 u 4" PA T---------------------B. E IL T - - - - - - - - - - - - -fi - - - - - - It F-1 I If it 11 It 11 1 35" ML rL. 5.09 if '35 ML u u u u u U T ------------------ it \1� t -- u - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------------------ 11 N ll� 85 to 1 11 1 -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- ------- --------- /c.-,\ RAS -------- Pw --- ---- 01 CL n If -- ----------- --- 4 - ;; ----------- ------------------------------------------------- --------- ---- 41, z z 2 PW 118" 'AS n it w u 18" STM. --------------------------- 0 11 1 11 If - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n X-1115" RESTRAINED FCA 6" DR FL 8 10 11 f7. 9.00--1, 6 DR It z♦9 44-ii �f I �Z 113N, RAS',, ------------- ---- -------------------------------------- u 6" DR-. - - - - -- m� dr ---- -------------------------------- �4 1 Q u. n 14 FL. 14.68 fall FL 12 rL 'z' ca F Igo ZV) --------------------------- I L m trFL. 7J.60 j 0 It 'Ii. go 1 (8-" AS 0 - i i FL 13,80- ic=�j 0 --------- ------------------- �::Ttj 18" AS I= J Z ---------------------- Iv"-V ------------ ----------- ---- ----------- -------------- - - --- ----- --- -------- Lot 1 It CONCRETE DRIVE AND PARKING FL. -------------------------------------------------------------------------------- k L n z uj F ..... < '- 1 11 ---------------- u --------------------- ------------------ .30" ML FL. 6.5 - ---------------------------------------- 43 -------------- w- 18" STU. SEW a i� ---- > 4. 1 Lu f IE in --------------------------------------------------------------------------- 10 w --------- ----------------------------------- -------------- --- I c, 9 n F1 10.50 - 7A ------------------- 0­­ 4.iNp ------- r zi G. q 1 1 --------------------------- JON RS FL, 6.5 u ------------------------- ----- _ -- L o T 0 m -------------- wItItI­ --------------------- (L u ---------- Bit ill I cq U) ----------------------------- --- JON ML FL. 6�5 I 1p - L, . .: " I � l­,?T, i 8" Ts in ----------- ------ ---- �:,:. ,'a- ----------- :4 ---------------------------------------------------------------------- ti Jrr ----- ------------ ------ ----------- n - - -- --- ---- - ---------------------- 111 L ------------------------- -------------------­`----- ------------ Itir ------------ In )rj j I If =U=7: i I 7 In In', I 1 404 r to 1 IQ 11 2 - - - - - - - - - - - - ----------- -------------- ---------- ---------- pT ------------------------------------- ------------------ r ----------------------------------------- n4 n n FL 12.25 ON FL. 6.5 kill it I I t, I \ I I in I I -------------------------------------- 1 11 ff n tu \ I I I I It IT IT, i. u 4nm JON ML FL. 6.5 ------------ 8" DS I JON Ak ------------ Ica TO --------- ------------------ ----In. it ANil it ♦ - - - - - - - - - - - - - - - - - - - - - - - - - - -- 17 pi. L-=,4 -- - - - - - - - - - - 'X31 E4 --- IQ ----------- it------------------------- qj 13.00 it "I OEI I n If 0 #v 0 0 I­�2' it T 1. 21.50 61, + 1 1- .1 --1 1 1 1 e 0 r �II . "'14 t� �?Y T 0 W" 0 CtA�IA)k�. r0 , + OR I- ., ii. I l Ill cn ! z -1 + RWNEYi W CHAPIN `: ;; "'; I IT I I Ty, \-6" DR z 6" ♦DR FL. 12.00 "iti.-FL. 12.00 Z00 FL. 12. 00 0 T FL. 1-2.00 FL 12, 0 11, j I f T AERATION BASIN NQ,. I FL. 12. 00 -v I r Fill IT A77 INN AERA 77 V BA5!Y-LQ-,-A3 t.. I'. j to t 10 to 5 0 0- SCALE IN FEET (L f 1 I. A M IFY, DESIGNED BY: D. NI Fi Iff, '!'N Ft. I DRAWN BYt S. BAKER LITTLE CEDAR BAYOU WWTP YARD PIPING QU DRANT�l SHEET CHK'D BY: C. SOWELLS wilmItIng - mglneedng - construction - wmtfom SLUDGE HANDLING FACILITIES IMPROVEMENTS K'' K*D BY: R. CHAPIN is CROSS CH AS CITY OF LA PORTE, TEXAS J� it LD APPROVED BY,-a- JUNE 2002 REV RWN dHKD REMARKS DATE: DATE Dry NO." IV, V '10HIT, �q, : , w V. ". cc W Lz a 1- W H O tai. mZF C J fY Z Q W S UN�U tr _j t1J of-Jac9 o�O2Q _._N JU)ejL - D E F G yqP,•. { NOTES: CHAPIN -C�- N........................... i 1. PLANT CHLORINATION SERVICE TO REMAIN IN SERVICE f - ^a5' ft •"y THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE BYPASS i 'q� 81014 i PUMPING FROM CHLORINE CONTACT BASIN TO EXISTING 1'd�:;'F --,. i CHLORINATORS IN ACCORDANCE WITH SPECIFICATION SECTION N 514.77 ;`I®NABS i 10 5 0 10 02659 AND IN CONJUNCTION WITH COORDINATION WITH OWNkR. E 267.15 EL MATCH EXIS WL EL , ��..�too Z SCALE IN FEET SEE NOTE 1 , r' --- --- -- 2. ALL DUCTILE IRON AIR PIPING TO BE UNLINED. _---- _ _ F„ NtAS FL 14.25 --- - -- -----•-- ---- ------ -- _ =cam' ccc=====-----=------------ --------------------'-------------------------------------------------------- ------ :--------------_- ____=__________=_=-__----- - 1 CONTRACTOR SHALL REMOVE 6" 90 BEND DI/F (TYP) I EXISTING 4" PIPE CONNECTING 11 - rt 6" PLW %DI/ PLANT PROCES "WATEFrPii S tY F 1 ` n -- - X -- -- --- -- 1 - REPLACE X--._ x _._._ X _..- X s- s-- x -- y it ___ __ __ ____ __ __ I I _ __ t l _-_ x =--- x -- - --�_... M _ F_ ~DISCHARGE HEADERNAND HYDROS X I% _- X. -- X i ! it --_' n -- % -- _ X -- x- __._. x �.... X -� % __- % -__ Y _� % -_, y .__... ti �.. X V -_. J % _.- X __•- % ---" i.._- X Y -..._- % �_ .. - ; IX - __. _... ... _. __. _..... ._ .,._r _ � - + + - PNEUMATIC TANK AND ' 12" 45' BEND DI/F ! - I itri _._._._ i i NTH NEW 6" PIPE. I i 18"x12" RLUCER DI/P/RJ 8" F:4 _--_._-.._-- - ------- It Ii o �r,L. F.L. ra.tT ---- - -- ------ n j TEE D /F „ �_6„ _p a n I I 12 9CP BEND � � 6" B -DI/ I1 _ ___ ___E_______.. EXISTING PROCESS WATER PUMPS TO BE f 6" FCA tF PA 11,i DI/F (TYP) -- - --- - - u CL EL. 12,83 I I L _ .._.__ _ -- I 11 REPLACE. CONTRAC R TO REPLACE RESTRAINED ------ -- " : - "' % N ,' II , _ - q ® s a PROCES WATER PUM S ONE AT A TIME IN - 1 ACCORD NJ WITH S ECIFICATION SECTION 1 I I I I i i, I { i _.-�.I i _ I i 11214.0E PROCESS WATER PUMP MUSTI+ { II i a I f FOR BLOWER BUILDIN REMAIN N SERVICE A ALL TIMES. �.,,\ { 6' 90' E r ;ISHUTDOWNSJ iiiii f CX15AN; AERcJB1C i l I f c I I IMPROVEMENTS - SE COORATI TE ALL WITH PLANT 2 .5 i CONTRACTOR TO INSTALL { 10" PA ;i OPERATI NS PERSON EL 230.11 j. SLCiQQE_.2GSl? k CL. FL. 12.83 11 I I I I SHEETS M-13 AND M 14 L EL M TC EEIIST 3' PL q i. 10' BFV IN EXISTING 10' f� I I I I I I I BASIN NO. I PLANT AIR PIPE INLET TO I t I_ n 6 45 BEND DI/P,RJ ( YP) f I d,. S/�f------ �� r I I I t L1 II AEROBIC DIGESTERS. BFV �__-__-_, , __. N 628.00 TO BE INSTALLED IN VERTICAL u < 3" FCA t n E 240.15 I t nj$ t t -- _- a -- „ PIPE, SEE SECTION FOR DETAIL. N 532.37 IIII I I i i { SNJt?!ice 4 �� lf�L,ti��PJS o, '- I1 ° __= PROPOS D "TEE gpg n EL 13.00 I I E 227.24 EL i i t f I f i „ \ 3" FC M tt 6"x6"x6' TEE DI/P,RJ (YP) I ,I II jjj „ I rt \` I 1 P W-D r " , f i �'S_/ f I I I 11 l i � � t W 11 �-•-•--- I ->__ � t� } � If BLOIbfR 6'CfILUING f � �..�; N _ l SE DETA 6 PL - / 3 ---- --- { PIPE SUPPORT (TYP), 4 _ __ E IL DI F (f ( BE D 1� � 6SE L:.__'._i_-l� i it __ 11 I{ II 2 { It II 11 IF_ MZ 2 It 1I 0 �I1 y; - I P CL EL=_�_ �� _-------- -- ---- _ _ li If _ If 111r z kt , 1 i f 6" PLW D/ y X1x77.rv:� Af"f,t i 11 ,r _ 21----------=t_ c------------ -------------- I 6" PLW-DI/F n rY -1" Fl1A� If I a \ o 6' DS-DI P RJ------------ ------------------------ ----- n �It - / / - ti i If I , PLW ? ¢ �11 tta` it ERASIN N III 6' PLW +i i i I - '- - o E ii a �, SN O. _. it -'-____===='ti 1 ==1 i 3„ rLN - - ---- --._. -- _ _--__ =11.rS ----- - n --__- - -V - ii � fi 90' BEND w I'; n „i n N 526J6 If , I I ' ^ 6" 90' EL 11 ii a DI/F (TYP) ''If c ¢ _ „ C „I ��- u E 210.39 4 I I ilr DI F TYP It v--&" BP.�---_.__ n II E2+00 It.. , < i011 F III _ - r A II +f t , I\ - / ( ) 11 _ '.' ---- -_-_--- -- --- --�L .3Jr.Q 4.�- j II 11+1 1 LW 111 EL ???? cry, t a I t _ _ _ - - --- N 452:58 --- -- €L:-d I E 210.61 II CC - du ,_t t -_-_ E 210.39 n u CL EL 19.0' -.^ ft �i f�- C�1l-1CRETE DRrtCE AND PARANG H If It a It 11 - t7rt 1 III CL EL 19.0' J1 ? It I n11 N 532.19 1 ti 529.51 ,`.' Q jilt E 194.17 e it 191.37 i i i la ;, ii _�11R li iin - EL 10.93 n Ii L 10.93 it I iN 8" DR - - -_-_ . 8" GR s-------- ------ -- - .. NIt • ,Itt it 7 +�_._'"---...__-_.___-•----'--.____-----•__---•-._.___._"-._------_. _'______---_'- ��-- - if ' - it Ii :II If �1 l i If Tf t t - -...._ .._-__._......_.__--.__..-__.__ `�` �___. -. _-_ t1...,,;� \ 11 ' 141 _ 2" PLW _ _ _----- n �s�� � i+ n 1 I CO TRACTOR TO ONNECT `, If II II Ilit nmm . me�aawrs�m.. a ffis���m� A.�= _ s<----=a=__- ====a u--'_-- =li___' 1 t 8" DR TO EXISTIN WHOLE % \` .nG' Q(I ~\ FL. 1 .00 11 _ -- _ n 11 i -___ --- -- - ----- t . i I II Ii _ N 532.25 n ii ^ilii� I I ° r'' --- \ % wit , 6" DR l n I{ E 179.03 II II f1 na i I r• it 6" PLW-DI F EL 18.0' 11 If -#_ i 'vIr"I I ID .. p \` \LIP nii ii --- - --- - - -- -- ----------------------- - I I II II If 4- -- II i� �'1" PLW I R'il°D i I ° fit' r '�r�--- - ------ it n --� 4 . 11 FL. 4.5 �', t n n 11 GS/T ii 1 i f I o. q. n i it ' __ tY ; II t 11 iI I' ii i i 12 90 BEND �. N 477:47 jt FOR SLUDGE THICKENER REHABILITATION - i I I �. -_-'- -3E D^ PROPOSED AEROBIC u --- ---- -- ----- 10'-O,t --------------- SLUDGE DIGESTER ii I I; Ii I ;11' I DI P (TYP) E 161.17 -------' --------------- II1 4 1It I I N 10.51 SEE SPECIFICATION SECTION 11215.----------It 11 BASIN NO- 3 I L-t--- E 67.58 G F_ 1 1 i1 ) iI . t I n n 1 r L_ 1---------3I1 d EL 12.83 N 90.91 PROPOSED 11 it i „ 7 ----- 11 1 E 57.23 'I 1CI<ENER i I II _ .____ of 11 n II 1 4 It i THICKENED ------ A „ 12"x10" t It i i it t pROPOS D DIGESTED E 10.00 SLUDGE PUMPS ,% .1 REDUCER DI/P/RJ I ii t it n TYP. OF 2 ; I Il �.it wit 11 n I 4 it n SLUDGE PUMP ( ) f i l it 11 1 I I i j O^ _ - of I II n if 6" SN I i t II - t 11 p t (TYP. 0 2) t t I i I HFfcZVYtJl?fi,S It o i� t lii u - 1111 �_ 6'_ SN_ DI P,fC,J 11 _ f ` I I A `_ t "'f' n -1ST 11 II II _ _ / t I i__. _t C4'e-� r u 5E-` : p �'. I I It 11 I 1 i II , PROPOSED 1 11 n OZri II -i f it g IIf f II t S. 11 z ----1I ii ii 6" PLW-DI/F N 528.80 i i i II 1 HOSE BI II If II Oi;, 11 cn N 474.18 t i I u n ii 16 'r N i III ii' ii E 151.57 I f 1 Ii (TYP) u a II �J ; o n Io E 146.47 1� "zm-s. 4z it u m it it II 1 TYP , \ ',r rN 437. #�<.,. ": -�.., ..,,�n..,��d. w i I tl p 11 Cv �r' ,� EL 8.50 y f l II it _ - - t I i i ❑ it �. i' Jr _u '.,\ I E 142.70t !! c & ( i it - ,�'' I ❑ 0011 it 11 1 i= n , �,, n\ N 465.89 t EL TIE d XISI a , - u / 1 _ 11 a t1 6,. DS-�--_ a Ii �' F`' ii � E 138.20 �N y',, i } u ------ ,:' .' L D�Y-_-----1� ---------- EL__Mlp r A _ _ tt____. _- _ - _ -" _ I 1 'I'1' ' � n I f f ��' �.. �... 8.50 < ,;�� / �; r6"_P.Y t f _ __r.,ar " �_ • i,,tx . Z -------------- - I I I '#L , 11 �ei/i ., , r, ` ,� G-"--_ - 'i c=-=== __=-_-=rIr f1 - - ---------------------- --------- iI J. ISAAG 4 - - ------------------ ----- a ' I I -__i I 1________________________________________________________________ I i i===s=../.J r cc _. ,{p+ri r.__�_ ___ _._ �`\ ..___... _.. _ _. _ _ _ __ _ _ _ ________-__ I I '� r � �l r N 489.30 \ - �C- r__ -� � � � t ---P - _ � ,' i ,, - _ _ _... _ 1 , 1''-•\:cc'^ - it �1 _ 7_ '� I I I Il e� ri � i (� _ � � .�T�. S WIt w f1 11 1 I 1 i i fT ft 6 �% , r 11 It u _-_ �.I r' __ _- \SOS \\. ' 4" `� c Ii o it L_J PROPOSED AEROBIC. I II� Er,Tj 62•--- \ ---- A - It \ \ ❑ I I i II n ri 5, r E!' 300.-... _- --'-------__'_-------'------- -'�I 1 t=-=� _-'-_-'--_____�'\ 'F---- G- it ❑ I I I I II „ Q� �`� r k 4._.__-_':.-_ :_ ❑ �. I I Ii SLUDGE DIGESTER 6' SN i - I P R_J , <..--- _ ------_---------- \ ----____-__ c_ _--_-_--- rr..= c= .c-_=c=c==I r.�Ar_c ==c c=, _--rr-._= $-..*ur_ ===c __.__....______----_-_..__ ti _____ I I ~6 7S ¢ 11 I -------- , , 488.47 -------------- N---- - - ---- n -u t - * , - --- ---- if I1 BASIN NO. 4 N 523.13 I I I n---- II , , C NTRACTOR TO --_=-_At_ n i t f -- -- - .. i=====_______=_ _ n it ---- -- 11 I r a u n u 1 u �i t II i R MOVE EXISTING E 147.17. - > r 1f ` t 1 I t I E 135.17 -- -- --- -- -- -- - - - _ �- n , 11 i. iI \ii ti Ii r 9 BEND AND INS ALL A ' - ---' -------_- 1 f l atl t 1 I II ; r CONTRACTOR TO CUT PIPE AND 1 t I y I i I, it tt �' 6'1 6"x6" TEE AND INSTALL BLIND FLANGE ON WYE N 442.61 1 r % ;' ���� --�- 11 I I II I I o11 1 t i 11 ' V LVES AS SHOW E 138.20 i + A , f I Dc'6tE1 rER1.MG RL11f_DING if I 11 t it i 1 I nil o , _ AND PLUG EXISTING 4" DIGESTED r r m' II 11 (nll If It ; N 513. 6 N 516.80 SLUDGE PIPE EL 8.50 I I A j t Ii i i it it it t-11 1111 n E 134. 6 E 141.07 i I /` II ,it 1 1 I I 6" PLW TO BE RERO ED i IIII n EL 10. O A I I II ALONG THE DIGESTER WALL f n II At t '� / ii it II - I ttll 11 „0 - r I II (NOT BURIED) 1 ii nit CONTRACTOR TO CUT.PIPE AN "I i e it 1 VAL PAD SEE EN ARGED PLAN INSTALL 6"x6"x6" TEE AND 6" I I`�/ it 1 i i i IIII i I i i AN SECTION ON S EET M-6 PLUG VALVE I I u i i r8" RS /` -H 6" DS n n II. It , nn N 517.13 PIP BOLLARDS (TY) I I si i / II i iui 4 11 u 11 SE DETAIL i i I1 Ir.' ! ° I t It s' o ii Al PROPOSED HOSE tl Iltt E 127.17 f \ II I Icn It - a f r it BIB TYP tt N 513.46 AF I I pi i -_ 11 t 1 n cv i I i f (TYP), pp N 528.80 n i i f " IL it II SEE DETAIL E 113.73 II Jiii E 127.71. CZ-1 SHOlNr If �, ii II t MZ-4 EL 10.00 n ii EL 10.00 I I If i o ii i iro hjln - ---n II II II I s,. I 1 AI I II I I 4 If ---- 11 i 6 TS-DI°/P/RJ o --------------- ---------------------------------------- ---- II dI 1 Y' II ' a t ----"--------------------------- I i o r 1 A f 1 -� I1 i i It o x 11 11 I D + 1 r m 1 i ti n 'r+ ii ii 6" TS-DI/P/RJ� I 1 ii�I6„ T5-DI/P/RJ it ni i n ` n N 548N 622.24 4" PLW-PVC/V N 529II i i I I I AI 1 II E. 113:76 I I s 11 ( 4" PLW-PVC/V E 101.07 I E 9 49 8 11II1 2„ PS-PVC/V II 1 11t f E 98 52 -- -- - - ` t EL 9 0' _ 4 r t it -- --- 11' I m BELT FILTER PRESS BUILDING I ------ -- -- ----� EL 9.0' ---------- -- :• ` PROJECT N0 19863 31926 FILE NAME: MYPPL104 DESt6NED BY: C. $DWELL$ - - W DRAWN 9Y: S. BAKER C LITTLE CEDAR BAYOU WWTP YARD PIPING -QUADRANT 2 SHEET; N SHEET CRco BY: C. SOWELLs SLUDGE HANDLING FACILITIES IMPROVEMENTS cansuRin9•en9lnredn9•constructlon •operatlons cRoss cricD BY: R. CHAPIN CITY OF LA PORTS, TEXAS APPROVED BY: R. Aatuca 1 {'r REV, JUNE 2002 { t� INO,. DATE :DRWN CHKD REMARKS DATE: f F E ' Li Sk v D - i - d --- _- d� g O� x i s Cr4L1tp'$ I j _.. _.... ".. ... _..... . B > ^ jj I11 ) xl A 6 TS-DI/P i I I I I I •T? 80, 1 1 11s , 1}- fy , fia — _ Ilr— PS -PVC V 0, 9! i F 'I" k' 7 7 1 I 9 iz ..I 70 `� X 1.1 �• _ t "�I:'t I+4i!oi' +ft •�5,�. ____ _--=o_-_- .. r it �" ! : 5�. ---------� � O. ,. � ♦\ -. •• ij(5'x(' '�k'i q'�rt..j !i �6" TS-DI P 7> \ i 1 ♦♦♦ ♦\ , ` ,I , il�i'tP+��., }Ir' r5lj;y'17 / •S SLOPE TO DRAIN (TYP) ?) y ' f S 7�j 11 j ' �d 7s. O - i it5'9 \; All: - SJ X 71 x I: PROVIDE TYPE R 4003, YPE ..B,• g r ! .♦♦♦ iz '1 i r '' i - I } a°>, 1� 7S C ice.-•' I. - _ ♦\ •.♦ w n ijf#".S r:n }*1.� '2`3� a?{ 1J�,It `hn O 9 ctf! v ♦'y'r �j 97 f ii ROADWAY DRAIN BY NEE AH �s s 6 t i \ ♦ t' , 11 T T x II FOUNDRY CO 0 APPRO D EQUAL S 8g S O 7 ♦ o. oll x7R S -O I II 9 ♦�4.~\ f I �11 I , O. x0 it K 71' C"! x..�♦\\�S: , fi 1 �r.+ r+nl Sill �txs"f` •,' f I 1 I I w ff. �! ` ♦4,, ra I 1 , t,+l� • I.r1 x i 12" R-DI/Pl x v 73 1 0 x x 4f yt ' - - Tj t i, \\♦♦♦v 'tl 1fttt ,ii St,�z`Sit �11`��j� • I i} x� --- - S9 •`�S tU) 1 i S ' T :. I I .. ` ♦ 'v ! , t r �1 -----j 1.71,Z�.rl - _ E\ I I 'S� 7 1 1 ♦♦♦ \♦♦cy t S.', i S15 r, .; ` ` P , i 1 i �; A x L.( I I1. S ? i 1 - ♦ ,! + ' r Y ` 7 x 7 I T i I I a n B x 1 1 � ♦\ \ g, .- `f.� ir, f t f 06, , 1 `X I mo. I 7 -026• FoIi, '96 .O 1 1 f ♦ v t 1 tr a apt . x I d' F S ii O 147 -C"}-- I �sN PROP D DFWATERINGBUL21 G .II O S. .9 II 1t �.♦-w ♦ , , J, :1vu OI I \I o�nf II p D ,7 rn,9 - r,? ♦\�v.-'•.. f. IS +..t. -' 3� x I o l i X 7�----------- -- - - _ sy YR ______-_-`___ ___.__-_-_.---__._- x __-._.._-_-"' .__... _. _.L.LL __`-'-'--'-'__ 1 , ♦` e�,� Ytt � 90 ii tI t i yI11 10 5 0 x 0. SCALE IN FEET -c--+ 11 r 11 I I p .p I1 .r1 r'- - - <t. c(r• G':r r f {{t�, ' of ,. I L.( i I xl 7 x T? I `SO li .r :69 11 it ri) 11 - s 1'r Iry E dfr 4 I,I ?J, 7�?s •Sc ILp r. S=T •7 xit ryS j`;i rtj x I -- 9 it O f i 1 7 6 DR-DI/P-------------------- -- 44 S�ryb r A( it- � 3'------------------- --- 2% SLOPE x PROPOSED CONCRETE PAVEMENT OEMA ii CONCRETE DRIVE VE AND PARKING 17 $UILD ,i4 it} t e1.. c ru�µ,rIy4 �rf 71 I {1 �I - 41 r i t ll1 o I I ? s• rr 11 N �' X x =rit, �t W Z 7R x I I j — -_ —. — - — — _..— — — — — _. _ — x S r r � 1 t r r S- � �j '(��is N 1 ,���$ �• Z N 7 - Cm a ND �x ` ( X:� 1 I ----_-- _-------------- _ ---_-- _ I - � �50; } t •�<'1 '1F11t�i� G 'O ^� Ex1S77NG CONCRETE DRiVE AND PARKING ( a x I t, CQVERED PARKING } - 1 tTIrS1 iY i Z a I i , t r'• , i ,ti'j1•r.1' J i 1 f 5 _ I�a7¢W EO? x I �} i---+ (� 71 1 f- i { t n} �N .. O U 09. s3. QLL y811 (ii I 1( 11 l x '_' 7 T'7^ `f 1• 5 I Y J if `irk 1? [ill tt x Ii --- -----�_- d I _ ti�—. x ITS -- — — — — Yg — % ---" x -- x -- r� x <• 20 �' x 8 Y--,r-'•-vi-ty--�--v v-"-v—'�t-'---_`r—v--�i'--� ,s0'.So - f _ 1�, 'tilt ?Mat a gig 1 .. 72 •`17 .-r\ i I �X. _ Cl ...I<.�-r'-_'"_- : g, `�C♦' `['!. ....`.t .,. .'` `3', ,a r.i�, c'• F, it v , y, oz It T Ill rf ------------ - alp! ! X 411 PROPOSED MANHOLE ___---------- x I I SEE DETAILS. SHEET CZ-4_ el 66' SUM; SEIN --'--- — --- -' ------ 9�If snunl a7r srrzEEr -- --- - ---- -- -- - ---- -- --- - _ - -- ------ -i - _ t_ 1 --------------------_------- ' ----- I 4� _ -- -- ----------- �3'" ? __ -- -- _ __ ___-------.-----_-_t i-.__ ._._.K_. �+?• L,._ V x X ll'_._' t3,rl tfY ( F o. --- x Z �- W_ w f° 1 -__--:. t-.---s-�T_-______________._______ "_ Cam'{ �!! f P It ! vim. �! .J � Z I _',r•--U--V—if-V� � JCC IV V i G , � Z < i Q ! O C0 LL fl ! x �! 9 ; a�!Zo Q Z W d ! S �,f,. �a-J.—_•1—+ n ��-/�- , ,.. i .'ft i I43S: rr,, A W W O - ��! `91, P OS,• n ,�_ Oo fl.1 Not l; j 0W .. O t . N. go oNOTES: , . i 0 i,,: ` ,. r•' u_; `L o cliINSTALL PRECAST MANHOLE AT EXISTING . 1 r; 1. CONTRACTOR T0, ; 4 ! � .' r . � •� 1 ,' . k S�Ci�� , µi.'i�iiz.. .__. 66" SANITARY SEWER. EXISTING 66''„ SANITARY SEWER'' TO 0 1 REMAIN IN SERVICE DURING INSTALLATION OF "MANHOLE. COORDINATE CONNECTION TIME WITH COORDINATE AN ENGINEER ziiu;i i3 ++� +?+ i• art ,a:;x r ,;•7" �. �*� gi,,j 5 pr i"7 � i i - 13 , Si ' 7; iY''f�. •' �}1`�,VI� I _ , ;}..; II r ' )' (d aSil•.: `v! r i'S sl'(� '};• -. ( 9 4 .ti ^,ir N u "+-}i)g.,�l ', r qJ., F'�e •�Jli'! ri'7��g��A � ! - 1 . o... - t alt.++1?75 t. ,,, !j:njlPrt 1 t.; ,,,ql� 1 , .t}i l t T•i+•41. m _ -.[nt:il .. :,.. 1 .:y .. Kr•�1 am,n�. m, .l t,l'.i'r t, , Li • , ' ; , Pt'tbUFfiJUT, No,�L}t I YPF� NAFvt1t - o}. mo.p 3 1 .-, q c ' '" J r 3 : a a" o D PIPING — QUADRANT I nt,;; c: sowELLs YARD > a DESIGNED BY 1 x:, LITTLE CEDAR BAYOU WWTP S. BAKER tri `I4til ` _.= DRAWN BY: E HANDLING FACILITIES IMPROVEMENTS SLUDGE w x C. SOWELLS ' SHEET CHK'D BY: mnsuttln9•�!9lneedn9•canstluRlon•operatlo,u _ I TE TEXAS i, U_+ "a, I,��dfE=,,r m i cttoss cRK'D BY: R. CHAPIN CITY OF LA POR . `fZ nEW 't1'}t, I { APPROVED 8Y:k uLli i?` i JUNE 2002 :I Ya i jz is;`.—`:! m RFAAARKS DATE:. _ - --- a� 1- w Oa m Z fn J H G Z Lu 0xw> 4 wy0v . JaWLU JO:U' Oa.4 NJN'�G. ATM C-33, SIZE Not OR No3 # MBEDMENT AS 50' MINIMUM PUBLIC E FILL W/ CONC & I REQUIRED FOR SEWER EXISTING ROW ROUND OFF TOP GROUND STANDARD SADDLE 180 DEGREE HOOK # 6".DIA SCHED 40 LINER TOOL EDGE CORNERS PL 1/2xi0x10 STEEL PIPE. PAINT W/ I; • OSHA YELLOW BAKED FIELD PAINT = rr5�i2" #3�12 TED SUR- ENAMEL. EXCEPT BOT EXIST. SANITARY 1, REPLACE EXISTING SERVICE LINE TO EXTENT SHOWN ON o UNCOATED 3- OF PIPE I PLAN AND PROFILE DRAWINGS, OR AS SPECIFED. FACES W/ EPDXY SEWER OR PROFILE „ `r PAINT 'CARRIER PIPE" 2. EXCAVATE &REMOVE EXISTING SEWER LATERAL AS _ ... O r' t REQUIRED TO ALLOW RECONSTRUCTION. NOTE• 12" PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE • i CONC SLAB 3. ABANDON & GROUT EXISTING STACK PER SPECIFIED " PUBLIC RIGHT-OF-WAY 1/4 t THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR SECTION 0205E OF SEDIMENT ONTO. PUBLIC RIGHT-OF-WAY THIS MAY REQUIRE PERIODIC TOP e FLOWING{ DRESSING. WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND "12- ANDREPAI RAND/oR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED,o _ DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY SANITARY SEWER CROSS—SECTION ` . e e: ' # a , '. o OF SEWER AT SERVICE CONNECTION SEE PLANS FOR CURB DIMENSIONS USING FULL BODIED TEE FITTING ' # I 4- 3/4" 6HAS W/ 8" • � MIN EMBEDMENT STABILIZED, CONSTRUCTION ENTRANCE ''� 4F '; TYP DETAIL AI - .*• DETAIL AE BOLLARD AT sLAg ;*• *� 4 NTS - ....r.... . RODNEY W CHApIN R CURB .. .......�... TAIL AH �� •.�';`,:'`. .� qG DETAIL. NTS - NTS <��� • 4 .� ' + NTS - PRDJEC7'..NO 19863 yu19��,:;a �� � I`Fl{e,+ a . - . � PILE NAMEt CPGD7� OD DESIGNED BY: C. $DWELLS .- DRAWN BY: S. BAKER LITTLE CEDAR BAYOU WWTP CIVIL DETAILS I SHEET:: ,a "J. -... SHEET CHK'D BY: c. sowELLs row„,�9•m9,����9.-no do�.epmt,a�t SLUDGE HANDLING FACILI TIES IMPROVEMENTS � aN _ CROSS CHK'D BY: R�. CHAP�IN - ^�`Jr CITY OF LA TEXAS (�I'(� -- n Y PORTE T XA APPROVED BY: K 1Ji► _I. tit"i n 4, j2EVa DATE'- DRWN CHKD- - REMARKS DATE: DUNE 2b02 - - 7r u , WIN= F m IL z N 2i i2w a¢ V 2 � z �a Z� 0 • a � /� z m m O W v, 0 IT w Q 0 W qa a-wXLU a 0 4 000 1: J 0 w w c mat9 `L p Q NJU)Ca...... B Cit ( D Ij t i �t� ly!tI . pi GATE POST4„ NOMOD STEEL OR 4" BAR BANDS }}} t{ H t , 3 STRAND TRUSS ROD LINE POST PAVED SURFACES 14 +x at I � ,At EXPANSION SLEEVE! UNIMPROVED SURFACES.? BARBED WIRE 5/8" ROUND LATCH ROD TOP RAIL x5y)t "t'x 3 STRAND TURNBUCKLE � i/2 TRENCH - dt r h � L�� a f N l7a; 1rt ij j t� BARBED WIRE WiDTH - T , r js pi n tl .))s, ` {3' TAKEUP) x r. TOP OF CHAIN LIN WEARING SURFACE. :1. t. k�e I. BRACE TUBE PREPARE DEMOLISHED SURFACE BY - 18" MIN (TYP) -: CROWN TRENCH ` 1 ,t11„ a, T�I i t BACKFILL 3' MINT{+> �a METHOD B AND PACK W/ NON- FOR OPENINGS UP TO 18"� Lf''; r +''`;' lrri`l,b I�h�Rb ,; + CORNER POST OR 1 TERMINAL POST SHRINK GROUT PROVIDE u5 BARS AT SAME G ORIGINAL- SPACING AS EXISTIN;t EXIST REiNF TO BE MAINTAINE PAVEMENT BAR BANDS AT EXPOSED REINF THICKNESS 12' INTERVALS \ r t a U{f7 s q PAVEMENT in BASE BRACE TUBE TRENCH WIDTH VARIES / . re h€ COURSE(S) \ \ / W/ SIZE' OF PIPE ADDITIONAL BASE \ j 1 =r .9j t ✓ /\ I itn .S.I COURSE MIN{ � ;te 1 y' THICKNESS EQUAL STRETCHER BAR / \ 70 ORIGINAL W BASE COURSE \/ //' ' w+ 1,(e14t. ,y,.,Q, td \/ PIPE OD. REMOVE CONC ALL AS REOD EXIST OPNG REMOVE CONC AT 2:1 \/ TO REMOVE EXIST PIPE, CASTING, 18"� 12" ETC, UP TO 8" MAX MAX SLOPE IN HORIZ SLAB SELECTED COMMON FILL (SEE NOTED �/ / \ \/\\ N k:` h w " i!sy p-iji.il ry3?.?`rN �Y) . BOTTOM TENSION WIRE SHEETING (IF REDID). PVC .PIPE •' to b r, ji"{1jt r t kI�G SEE "MODIFICATION AND REPAIR TO CONCRETE NOTES" IF ORDERED TO BE // / Z a y fi'i, ! fa e g �ly� LEFT IN PLACE. 1 (o I 2., CUT OFF 30" BELOW �t \\/\\/ 'd m ' SHEETING SHALL BE FINISHED GRADE, 0' �// /\ w w '� m R• < , �, I • . i REMOVAL OF EXISTING PIPE PENETRATION ABOVE TOP of PIPE % / - /\� ; :LL1 Iduj (SEE NOTE 7) /\ Z • y a f; ,�� 6"DIA 10'- 0" SLOPE TOP OF FOOTING �+//\ \ _ /\ J TO DRAIN DETAIL BC UNDISTRURBED EARTH �12" CIA LL STRECHER BAR /\ \/\ �o e'st I r1 SLOPE TOP OF FOOTING WIRE FASTENERS AT 18" NTS \\�\\ \\// ° !s. ? (t1 12 DI t ..; TO DRAIN INTERVALS, TOP AND BOTTOM _ a SEE NOTE 4:, - L NOTE: CONFIRM SPECIFICATION REFERENCES: 1 x, fi `, - `r CHAIN LINK FENCE -GATE 1. PIPE BEDDING 8 TRENCH BACKFILL - COMMON FILL OR SELECTED COMMON FILL MATERIAL CHAIN LINK FENCE COMPACTED IN LAYERS TO 952 MAXIMUM DENSITY AS PER AASHTO T180 & 98% UNDER fp PAVED AREAS. SEE SPECIFICATION SECTION 02230S y - _ DETAIL BA DETAI ! BB . NTS - NTS _ 2. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION: DEWATER AS. NECESSARY. f 11 g '1l�",g 3. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW: I iall`e. iT ` 4. 10" MAX FOR PIPE DIAMETER LESS :THAN 24"; 12" MAX FOR PIPE DIAMETER LESS THAN 42" AND 24" MAX FOR PIPE DIAMETER 42" AND OVER. CONCRETE SLAB STL TROWEL SURFACE 8 5. 4" MIN FOR PIPE 24" DiA &LESS: 6" MiN FOR PIPE 30 CIA 8 LARGER OF COMPACTED SELECTED �, r t' ty 1r e1t ON GRADE PLACE N MIL POLY- COMMON FILL, PROVIDED STABLE FOUNDATION [S ENCOUNTERED: t ,:.+'g3yF ETHYLENE SHEET UNDER jisM1'I SLAB 6. IF UNSUITABLE FOUNDATION IS ENCOUNTERED REMOVE UNSUITABLE MATERIAL TO REACH SUITABLE .t`. '' LI 't t' EXTEND ENCASEMENT FOUNDATION, OR TO A DEPTH OF 3 FEET MAX CONFIRM WITH GEOTECHNICAL REPLACE MATERIAL .+ UP 70 UNDERSIDE. PIPE O.D. OF SLAB IF ANY OVERLAP FILTER FABRi STABILIZING FILL DESIRED SEE SPECIFICATION 02230. POINT IS WITHIN 12" 1 PIPE 8„ 8„ FILTER FABRIC `!i OF SLAB LION 7. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REOUIRED.FOR.LATERAL: SUPPORT OR UNSUITABLE IS t _ HYDROSEED MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF,A MIN OF 12r'1; 8L z - 10" STONE I 4" TOPSOIL ABOVE TOP OF PiPE OR HIGHER, AS AUTHORIZED BY THE ENGINEER. AND LEFT IN PLACE:.`IN!NO CAS +'? a - ++4 a 18" SHALL SHEETING LEFT iN PLACE EXTEND HIGHER THAN 30" BELOW SURFACE GRADE UNLESS�(z,SEI ... ........ ....... ....... .......... .'.'.'a.'.....'.'.� 4,. MINIMUM DEPTH �'- APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED: +i4 a 12" \ ._...., I OVER PIPE TRENCH SIDE SLOPES. SHALL BE IN ACCORDANCE , C SPEC � I I' � 71 c Ir1 a � 8" MIN FOR PIPE ALL AROUND VOD FIDE 40 MIL ` " ' :: _ .. _ 10" REQUIREMENTS BEGIN SIDE SLOPE. IF USED 8• MATERIALS SHALL BE EITHER OFT ri:g le I WITH OSHA REOUIR BACKFILL HE SAME.TYPE 8 COMPOSIT.ION AS THE MATERIALS RE.tv10VED,�j1:". LINER \ COMMON APPROX 18" ABOVE TOP OF PIPE (TYPICAL ALL OR GREATER STRUCTURAL ADEQUACY. EXCAVATED MATERIALS MIXED WITH .DELETERIOUS .SUBS ii..: = i Jr t 24' RUB PAD WELDED \ \ FiLL 12" MIN FOR PiPE @ 10' O.C. BEDDING TYPES) DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING. TA' 4 k. Tp a' LINER 9. FOR INSTALLATIONS IN PAVEMENT. ALL EXISTING PAVEMENT SHALL BE. CUT SQUARECY WITH A SAW,1,-+' i/2 S WEARING SURFACE SHALL BE SAME TYPE AND THICKNESS AS THE EXISTING PAVEMENT + ++t+ + +t+ ++ ++« +++r+ , + a . + + + +I+ + + + + FOR ASPHALT PAVEMENT j ,t3}'1t' t, Irt:I,k NOTE: ; 3' WIDE 40 MIL �"�9=L�-LINER BEDDING +, +.+ VLDPE LINER _ - OVER CONCRETE p CONCRETE ENCASEMENT SHALL BE TERMINATED RUB PAD WELDEDFOR ASPHALT PAVEMENT ) E AT PIPE JOINTS ONLY -- i'—�-EXIST. 10' O.C. INTERMEDIATE ASPHALT - MATCH , p i I ` COVER CONCRETE -MATCH EXIST 2 1/4" MIN EXIST PAVEMENT PVC PIPE BEDDING . �� ';' ,(!I WIPE ENCASEMENT 4 ° o 0 o Q o° ° p ExtsT s" MINIMUM , HDPE SDR 17 0 o Qp �� p REFUSE � O� p°� Q p / n . n DETAIL DETAIL BD 2" SELECT FILL STONE BASE - MATCH NTS _ COMPACTED 957 EXIST 8" MtNiMUM STONE BASE - MATCH LOWER QUADRANT EXIST 6" MINIMUM NTS PIPE COVER SEED MODIFIED PROCTOR \ \ it PIPE DID / IN/ OVERLAP FiLTER FABRIC 8" 3 y Y;? I I PIPE B„ FILTER FABRIC \ - 1 TO ON R TF NOTES ut ' r a 6 ph qF"iSf yF IN ORIGINAL GRADE 10" STONE 1" SOD a MODIFICATION AND R Pnta � I z v COMPACTED < CONNECTION METHODS+f` 7" MiNIMUM DEPTH BACKFILL OVER PIPE I �/ �/ 30" WIDE 40 MIL \ :"' to" - METHOD A -BONDING TO SATURATED SURFACE USING " 't' f `;•:;' f y a�gr7'?; X OMPACTED BACKFILL \ ~ CEMENT PASTE ,+( t31� `>^ ,`-t-� 7 VLDPE LINER RUB PAD WELDED FILL MON v' j qq ••�� e 10' O.C. \ .. , +til , , xj• ',„ '+;t `_Ftr,lt! F,j. \ METHOD B - BONDING BY USING BONDING AGENTLINER ie ¢I3 METHOD C - DRILLED DOWELS OR BOLTS USING z EPDXY PASTE • / 3' WIDE 40 MIL + + + + + + + + + + + + + + + + + + + « + « + a + - - _ :•: , T i 1 +• .�� , , te.^:4 , }'? Rg[r SANDBAGS VLDPE LINER —LINER BEDDING CONTR OPTION RUB PAD WELDED —. 1 METHOD D - COMBINATION OF METHODS B:AND C „ ' } "'' —_ ! I I{7 e lo' O.C. -INTER METHOD E -DRILLED DOWELS OR BOLTS USING " I!' INTERMEDIATE °, COVER CAPSULE ANCHORS ? a CONCRETE 4 0 o Q o p o o Q °o p Q p OTE• a. HDPE SDR 17 O N : ,1. ,' x': i ,t t:. rf A ': �t• + �( tSr;�}�41. 6" MIN ALL o p 4% REFUSE O P p SEE CONCRETE SPECIFICATIONS DIVISION 3 FOR EXPLANATIONIOF CONCRETE REMOVAL ETNODS n O n n O�° SEE PIPE BEDDING DETAILS FOR SPECIFIC PIPE CONNECTION METHODS AND MATERIALS USED $ AROUND PIPE 2" SELECT FILL BEDDING REQUIREMENTS - LOWER QUADRANTCOMPACT D FIEDE D 95X M PROCTOR PiPE COVER SOD - _-- PIPE BEDDING � r ,,.. �+ •>,1'''I`• } ' egl�r CONCRETE ENCASEMENT i 1 .,,•,1 '+ s,r t TRENCH tl WITH MINIMUM COVER I ,t Et, DETAIL BE •.i..l . s.�.i . ci,. j j atxMIN w RA NTS DETAIL BF DETAIL BG � ...mti., S f NTS ;:, o NTS - 4 DESIGNED BY: C. SOWELLS n DRAWN BY: P. BULOT e a it C PROJEC,T .O , 198G�S�61 26. Eats } 33 LITTLE CEDAR BAYOU WWTP FILE NAMEI, cQG totId SHEET CHK'D BY: C. $QWELLS ro<N�9•�9lneedn9•consfm�tlon •operatlons V���i D����� all n cRoss cHK D BY: R. cHAPw SLUDGE HANDLING FACILITIES IMPROVEMENTS Gt isHBT1�t ��i� j}r t1 m REV. -.Q Qa1VG� - ,. :.,, N0. DATE DRWN CHKD REMARKS aPPRoveO BY: _ .CITY OF LA PORTE TEXAS .. ;'': ; DATE: JUNE 2062 • ,1r - .. i S�xi 1 1 n }tE rot±jfs'SJ,f It V (Y ......_ .. . f H w tJM.) z CWC G a z z Q °¢ IL 0 E a w mZN J G Z ui `-uiXLU NujU)0 JG�W J 0. a c�O2Q N J (1) r.0. i h� m m z w ? a am z � z_ ' Q O m rt a 0 U L y LU a� F— �a W Z U) J 0 uj Z O=WN wy0V _jLu _jCL0 � U) =1L { t, , y i a7 lkl'?*V% - Pt A it , ,: NOTES: S ;ts >,k3, �, S- 1. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED.I it ' n u.ls is iw , l h 1 {t 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED FOR A COMBINED ADJUSTMENT HEIGHT OF AT �J� I LEAST 12". THE TOTAL HEIGHT OF THE l ADJUSTMENT RINGS SHALL NOT EXCEED10 " Q+ 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING ,. z 12 —0 SHALL BE DETERMINED TO MEET LOADING CONDITIONS. MIN THICKNESS)001 0 4. MANHOLE DROP AND INTERSECTING PIPES SHALL BE INSTALLED ONLY WHEN CALLED FOR IN PLAN iv A A i AND PROFILE DRAWING. j' e Itr�gS j j 7Ir T PER c , 5 ltxf .g4;r�,'' o 5. SEAT MANHOLE FRAME IN SEALAN wn. ° • • SPECIFICATION SECTION 02601. , ° 6. ECCENTRIC PRECAST CONCRETE MANHOLE: t 9 , ly 1 4 fit RESILIENT MAY BE USED. CONNECTOR TYP • 7. OMIT CEMENT MORTAR WHEN MANHOLE IS LOCATED IN PAVED AREAS. „/FT MIN SLOPE 8. MIN REINFORCING IN THE PRECAST CONCRETE (TYP)BASE SHALL BE # 5 ® 8 EW. 9. PROVIDE BACKFILL TO MATCH ADJACENT PIPE TRENCH BACKFILL PER SPECIFICATION SECTION FOUNDATION PLAN o2601. _ ; € ry�i fi, �alj�j f+ € F I fDIA STANDARD MANHOLE ,1 N D COVER : 1 NO 02603-01 , r ` 'rf:l 7 t s � 2. CEMENTi z MORTAR. _.,_( ii NOTE 71 -- t `';i i;t t4•IDENTICALSECTIONADJ RINGSTO NEDAS Y 17(NOANDWITHzAPPALANT 12r' DRAIN u V w try #1 NFf 4'—O" DIA f q4 �;r 'r4�k. 1 I. {Qri Yf Itlt � 0 PRECAST CONCRETE I z BASE SECTION o PRECAST OR PREMIX CONCRETE INVERT 4.. RESILIENT W CONNECTOR (TYP) R iit k rit Itr� ;I ,jz_ I is 2 , ail if :ilr Y 3 O V a � FOUNDATION MATERIAL AS PER PROVIDE 6' BASE ��',h, �`�` 8SPECIFICATION 02601 EXTENSION FOR ALL t' �a ,If LL DEPTHS FROM MANHOLE COVER TO INVERT SECTION GREATER THAN 15 FTwr I SANITARY SEWER g° ` t - - E �xtt��; 4/ —0b DIA PRECAST CONCRET N . MANHOLE (NOT TO SCALE) ft ` � - .5 , : t ; t i• �\ ' '1���.yxyyy'{y%I' I Si�E + +!S R i t er I : : - �� 1 1 )r , .•I*i r, 3i if, ri 1. t iq ?{ .. r. 1•;fi t 1 I i i �t ! 1 i 1t i„ a E' S Wltipp�t�Wi?f�IpPINj''i4el,x, *Zb IDM...... 'a.l�,iJ• J(} .. .. f i! 4i, iq �, ,.1 9 x%T11 . - ` ,. .. ,. . ... _. -: u* '•i� iiYlila iai"!li sliii a1 'hrs t� � 81�4� y.}J{ , , r� m -,.,, � � � � ': , '..! .:;��.�S�'ri y7. y xe�aw;' 3 is t . ,� . r! °I rY �Sh Ir S�E�+i a. 9 . F N Sa i, fr� 1' ° t °'I. S. EL PR0�1�0'fi!'� NtlR ; Y1�9f�63i'.1,1 i I�Y . .• 4.'. M;. DESIGNED BY: C. SOWELLS : ' FILE;tJAw9t ,r.C,j?Gt��0.�'F n . P. BU �OT DRAWN BY, LITTLE CEDAR. BAYOU WWTP4�" t CIVIL DETAILS `IV. I 'I N SHEET CHK'0 BY: C. sowELLs ca m„, enBineedng•<onsbuddon•opimstio s SLUDGE HANDLING FACILITIES IMPROVEMENTS t # 16 � .i (:. tt,, ' f «1'fyt`a t�• tr.; �DRIS61 $ 1� y rn CROSS CHK'D BY: R. CHAIN m APPROVED BY: . Q• pr,,< .' CITY OF LA PORTE, TEXAS 1✓�` sIrrfk'' . 1 -tarr 1 t. �y t I 'i , it ":. / y:ak 'Fnil', fm. o REV. DUNE 2002 ! f m NO; DATE DRWN CHKD REMARKS DATE: - • .: `.... , .( n , + ', rir rjd�{�• ,t ( ,�5is {}�7�ycyy 545I I.q: � F C uc LL LU Z me G n z � 0 z Z � v a cc a C a U h w I w Z ~w =m Q o a0� �Q jZ ds G QZW a LL1. = W U can e� iou �JQWLu O J 4. 0 NJNaa I 9 Lu u a a LL z 0 Yi NOTES* --y 16 RAS I 1 1. CONTRACTOR TO FIELD VERIFY ALL` ELEVATIbNS 3" RESTRAINED FCA 12: CORE DRILL;' GROUT �ANb'81EA0:A9i-09Wk 16" 90* EL-DI/F P - Roposm:VALL'OlPt':�'U§b- NONLSHRINki* T ------------------------ AF. SI-ItEV MZ--I ---------------------------------------------------------------------- -DI/F, FL EL 14.25 16" RAS 6 OR'T0 PR6VIbb1 8'640x�§ 0,6, - - - - - - - - - - - - - - - - - - 3 CONTRA I ACCORDANCE WITH SPECIFIGATIONSAND..'p, i:� Lit -------------------------------------------------------- ------------------------------------- w -nDISCHARGE 'i; - LOCA ON. 6.110N'i AN6�, WITH OWN 16" 45* EL-DI/F 16" 45' EL-DI/F -DI o 45' EL AS -rr-s OR;, I 1 1, ; FUI1NISHEbb;' 16" MAGNETIC FLOW METER CC) A ADJUSTABLE PIPE SUPPORT, SEE DETAIL Mz-3 IC-60 12 �-,3 1'-4 Y--6" 8" BAFFLE WA" 4 16" 90' EL-DI/F 16" CV 16" PV it 44— — j L. 16" TEE-DI/F 1 100 OPNG in 16" RAS EASE VALVE RAS-01 I i M"�PROPOSED 6" WAS 16" RESTRAINED FCA 6" MAGMETER TO AEROBIC DIGESTERSrf 6 45' EL-)I/jF 7" OPNG 6" RESTRAINED FCA 6" 45' EL-DI/F SEE SHEETS C-8 AND C-9 WAS-01 6" go, EL-111/F 6" CV FOR -ROUTING Pc m F 4 6" 90' EL-DI/P O IU 18' AS it AIR CELL 6" 45* E -DI, Orlii HANDRAIL (TYP) 16" RESTRAINED FCA r RAS-02 0� 6" PV CONC PIPE SUPPORT, It 16" CV 16" PV SEE DETAIL@ II 6" TEE-DI/F It A F - - 11 16" TEE-DI/F 44— — ip A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10" OPNG r SEE No- q 16" got EL-DI/F 16" RAS, p- I TI SEE NOTE 1 HATCH CONC STAIRS 16" BLIND FLANGE jl&iRA§� WALL PIPE-DI/F,WC,F (TYP), SEE DETAIL ----- ------ -- - SEE NOTE' 16" SPOOL PIECE AT ELEVATION 18.50 DI FLG/FLG; (TYP) P-2 Q) HA TCH 1[Z PLAN d lfkt a. r4 diE790- EL-D"I/F-\ L m— m AIR CELL !!,Q, `- 6" TEE-DI/F ��.SEE NOTE 2, HANDRAIL (TYP) PRESSURE GAUGE 6" PV 6" RESTRAINED FCA AIR RELEASE VALVE (TYP) P-j Z I 6" CV 6" MAGMETER HATCH 6" 45* EL-DI/F c Lry L 6"-45* EL DI/F (TYP)-\ 6" WAS r,1 I b, m m Im m IL7j u h Lu TOC EL 17.32' AT ELEVATION 21.00 Ld A 16"x 6" TEE-DI/F. 0 E (TYP) PLAN GUIDE RAILS--,, TOC EL 16, 00' 8" BAFFLE WALL3/8"=I'-O" Fr, EL 15. 17' 0 LL 4 A A' 90" 6" EL-DI/P on Z 0) 6" WAS 16" RAS 16" RESTRAINED FCA OL a z Cc, 6" WAS-DI/CL EL 14.25'±P z Lu ADJUSTABLE PIPE ­4 :,4,9.,EL-C Lu 4 LU ci� )I/F SUPPORT (TYP), HIGH WATER ALARM c%j SEE DETAIL u,e e EL 13.00' 6" 45' EL-DI/P !! x Lu RAS-01 AND RAS-02 Z rL C) 16" RAS 0 5; ON, EL 12.00' 5 18- AS, INV EL 12-50' 44 CONC PIPE SUPPORT, SEE DETAIL,@ ..4!,PROPOSED SUBMERSIBLE 00 PUMP (TYP) -16% 12" CONC 30" SE, F1 El 983':E v REDUCER DI/F ALL OFF 4 .4 nPUMPS . i rf a 1 —M" A" i-nhlC x jo LOW WATER ALARM A v REDUCER DI/F EL 8.00' .. ... . ..A AIR CELL MOUNT PUMPS PER cu MANUFACTURER'S N+b N INSTRUCTIONS Toc EL 5.00' .. .......... Z1 it RODN&4i WNW It- 4 4 A t4. SECTIO N Its: N it 2, Nm P E j b2r­,bWdiK[ 2 IL DESIGNED BY: D. NicA w trr�,�11�LITTLE STATIOW DRAWN BY: P. BULO+ E CEDAR BAYOU WWTP PROPOSED RAS/WAS. PUMP. 11-i- La SOWELL+ SECTION UM SHEET CHK'D BY: C. comftq -inIqlri�dnq constmcdon - opmdom I PLAN SLUDGE HANDLING FACILITIES IMPROVEMENTS S AND MODIFICATIONS 'Cl I �— . ; m N R. CHAPIN-) m CROSS CHK'D BY: CITY OF LA PORTE, TEXAS CC) APPROVED BY: REV. JUNE 200� DATE DRWN CHKD REMARKS DATEz NO. n; AT: Z, I Zt, ;7, �2 -tr E F G B C D I1. 6"x6"x6" TEE I „ 6" FCA RESTRAINED (TYP) f _______ ____ ____ ____ _ __ -- ------------------------ - -------------------------------------------- n' ^M_ _ _ -. ._ _. _.� ._ ... _.__.-_ ._ ._ _. _. ._ __ _ .____ __ - .. _. ..•ram-' = .. - y Ii b SEE NOTE 3 I 1 1 :% --- % -- %---- % •---� �(._ % — X •—•— # "_—. % ^— X — % — %-- X __—. X .. Y, — X -- N — % •_— % --- X ..^_ g ._._ y ..—_ % _—_ Y _.— g -- X _ g .—_ X —: a —.__ x —_ X i ii I I I ! I 1 1 1 1 Lj i _ � II ii ii SEE NOTE 4 - i I i I -------•--• SEE NOTE 2 i 1 1 t /3� CONTRACTOR TO ROUTE EXiST(NG. A=h'GB/G 5l_VDGE DIGESTER — r l I I I I i 6" WAS LINE 2 FT DEEP FROM NATURAL GRADE TO BASIN Na ? _j TOP OF PIPE 1 , a ----- _6 WALL PENETRATION, i i i i 11 i i TOC EZ 24 C>' o SEE DETAIL i 6 FCA RESTRAINED w II 6" PLUG VALVE (TYP) _ AE i t 1 '6„x4„ TEE ' z4' x4'R i i i i iAND Lj a s FLG i i DENOTICH WEIR,RSTO 4F o m i I WALL PENETRATION I I SEE NOTE 1 I I I I i GATE z ? MEMBERSD(TYP OFG2 = I I SEE DETAIL N L I I I 1 r� qq 'F 1 I 1 I, 11 3 ioIle - t l 1 I I I I I 1 i • -j NLL^ I 6" PV-DI/P icJi ! I (TYP) I " "1 - _- u I I IIi I 6x6"x6o 1 I I II 11 0 or- -�- - ----- -----'---� p jI I i VALVE OPERATOR TEE DI F 4. __.__.____ _._._._ __.. _ __.__._.__..._,__ p. i rt- - i - i ,o _ _ nT'p �I•---I----_._.,..-..---_ W/EXTENDED HANDW UJI i I i. Izl 9 it I I, 1l em------ ---- ' o I a s 'u------------- ----31 i._ �`" �------------------ II I a 1 i i i 1 U i BASIN N(2 2 V) i I It - SEE NOTE 2 11 IUl tO a 11 Ii i i i - -- i llit-- II WALL PENETRATION, i icaI c==�1 �c=====_______ ?UC EC ?_4.0' E SEE DETAIL AF iF r9 If I i C 7 111I MZ-1 - I-"-'1.:� i i �! t 001 I---._—..-- 1I NI l I IIt f I 1 I (I Lu 1 I 1 Ill it i I t! i JI It a S I I I II i }- I It i CONTR CTOR TO i 6" I I I I If It 11 II i 0- 1 1 . i1 < iI t - 1 _ I t w EXISTING I i _ T EX S I CONNECT 0 1 0 it -. all II SDIF a z 6" D o I I .,• d z N I I I II I / , It I I MANHO E USING I I I I E 157, I i i i i i 6" WALL PENETRATION, 11 1 < 1 I W _ i I RES LI T CONNECTOR i U Gl W w o i SEE DETAIL If i 1 6" 145 BEND (TYP) 2a ¢ ;- ----- AF z ' 1 Ili ' � -- `I--_.----'- - �I I -------------- U = i. I i I III MZ-1 I I I U i I N„ p0 Q - --- -- - - _. __ -------- - — - - _. ------ ---- I 1 _ n Y-: I I 1_ o O} Lt Q i i i ii I tt I i --- --� I I�----- - ~= —--_...� / I C9 �I mZto n¢; ii iiIb ii T.r l -F- Lio I I iIII ©i> C. +F Ii II Z II I 1 --------------------- Q� W o is ! ! , . I i d u k=====-------=====1-t---------------r---------•------ ,. COAC .�70ETNAZK----'---------��------------------------- --------------- z d¢ 1I 1 1 I I ___________.._________.__-.________-_.___________.__________..__._____._________________________________._________________ _____.__-T.T___,___.._.___. 0 a ( I I 1 f`[___________.T.T-------_-------_`--.__.... _.__ it. I I 1 NW(n0� N II II. II I - it it it i I - n ,': I I I I I: i —- y I i I I it II t i i - J-jO'W it Ill lI 11 II I II I I 12" PA O�QI'I ii II ilLii� aJ(n�.o. I. ii O r �h II it it III I 1 I DOWN 6" DS-DI/P _..¢�11 �i' it ii I ILo I iD l I. II ii ¢�'-a-G----------LLI ----- -------------- ----------------- ---------.----------------------------------------------------------- --------- it - ------------------------- !.: 11 ii 1 -------------------------------- r--TT---9•ai•"-6 x6 x6 ii t� I I I I TEE i,N i i i. I I# __ I WALL PENET9mz-1 i I i�REDU iI i io to 11 1, WALL PENETRATION, I I t I i I REDUCING 1 SEE DETAIL I I I. m 11 u I I SEE DETAIL J I I ; B3SXING N ---a�i a--- _---=_�i i[� AE I PROPOSED AEROBIC SLUDGE DIGESTER ( i I t i i I fij MZ I i t t r I I 1 1 I ro t REDUCING o i i n. I BASIN NO. 3 BUSHING If t 1" PLW-GS/T l I it m i I I I I i " DS-DI F i i I � t l i b 6" PLW-DI/F 6/ I 1 i it 11 I I I. If 3 PLAN 3/16"=I'-O" +.� _ J O . a .-o - t DESIGNED BY: D. NICA I W � DRAWN BY: P. BULOT LITTLE CEDAR BAYOU WWTP AEROBIC D I SHEET OHK'D BY: C. sowELLs I"�„ 9 e 9hftd"9. t„on.,tlom SLUDGE HANDLING FACILITIES IMPROVEMENTS PLAN A' /� CROSS CHK'D BY: R. CHAPIN (- L/' N I AND �b n _ APPROVED BY: R• OPa SLR.. CITY OF LA PORTS, TEXAS 1 m REV: JUNE 2002 cn 2 N0. DATE DRWN CHKD REMARKS DATE: I' I H ! NOTES: 1. CONTRACTOR TO REMOVE EXISTING 4" 90' BEND AND INSTALL 4"x4"x4" TEE AS SHOWN. 2. CONTRACTOR TO INSTALL BUTTERFLY VALVE ON EXISTING AIR HEADER AS SHOWN ON SHEETS M-12 AND M-13. 3. CONTRACTOR TO REMOVE SECTION OF EXISTING 6" WAS i LINE AND INSTALL PROPOSED ,TEE; VALVES AND .PIPING AS SHOWN. 4. REMOVE EXISTING PIPE AND REPLACE WITH NEW PIPE AS NECESSARY TO REPAIR EXISTING AIR LEAK IN PIPE. 7. ?,I CUT GRATING AND SUPPORT MEMBERS TO ACCOMMODATE PROPOSED WAS -- - INFLUENT BOX CONC WALL CLOSURE r J TUC EL 25.5, TOC E;24.0' PARSNALL FLUME CPIANNEL -� PARSNALL FLUME LINER REMOVE PARSNALL FLUME LINER AND FILL WITH CONCRETE, TERMINATE CONCRETE AT WAS Fi INFLUENT BOX C .SLUDGE DEMOLITION I a. a _ TOC EL Z5.5' ` e ° a TOC EL 24.0' 3 7'Nj PROPOSED CONCRETE FILL a c PROPOSED WAS INFLUENT I Iills. BOX CONCRETE WALL CLOSURE (TYP OF 2) dII r UC SLUDGE F i?N NO. 7 PROPOSED rr SECTION 1, 3/8"=l'-O" - ;+ c+ 1� f Y .t r. f t.: 61 `)1- 16 i R Si1�1 i* e* i RODNEY W CHAPIN �r ...., �f 81014 xa,.Fcis�ti° s PROJECT NO. '19863-31926 FILE NAME1MADPLid1 DWG ER SHEET ` TION 2hr`: � 1 , I I I Ili A f .>I 1Hii iiif q 7 R E�tS rlfJG_ AE,_06tC S(_UDvE CS_T_-, 6" DS-DI/F — '', Mori > i i i ii i 6" TEE, DI/F (TYP) J I I I III l,a,',�, '' i i i 111 6" WALL PENETRATION of e1; ; : e t J I 1 1 d 6._0., DI F,MJ SEE DETAIL / AE . e y. I �Fto��;',a','' ii iitl 4 , a----n----------•-------------'_—________________________-- - r_.�.. filDtFt�il_rZ 1 I 1------'----'-----'"'-----'-------------'---' ---------- --` _____________.______-_-_--__-__________ ----- -- il____.-.:-------------------------------- WALL PENETRATION, AF } i i I I WALL PIPE-DI/F,MJ DI/F,MJ, SEE DETAIL MZ-1 'SEE DETAIL ' II ii AE �� 6" DSDIP - L11.0' I 1 -- CL E i I - 6" PLWDI/F, CL EL 18-0'Li I i i0 8„x8„x8„ TEE DI/P (-1yp) NOTES:. t }iti \ i i I i i 1. INSTALL STAINLESS STEEL AIR HEADER AND DIFFUSER iu II I I _ I ASSEMBLIES PER MANUFACTGURER'S APPROVED SHOP' X! I I i u��� i DRAWINGS. N (I 1131, I I Is try 'i t.{,C it a. If 0 I I [D I; 1 I 1 - _, o r. r f AN, if 'r� ItJvi H I i I 1 e 1 'TI of I II 11 8" PD J -_�11�__--__-i ;� ---yam- - iYilr }, �+. `} '� rr , _ -_ ._-,� -____ ___ ��-�.._....=--,U W- I i .. .. :r ,ip'��if } i:. il I CONTRACTOR TO CONNECT TO l,yscl't ' a'?tx` i`' 11 USING II I EXISTING MANHOLE -------- --------= c =I IC==-==__-____-_-_= I , It -j\ RESILIENT CONNECTOR ;; _ it I, ;'; 1 , L• r...ii i '{F t 7t1j, i1 II II II^ij °°I 1 , 's �� II u I � ; -►e— ------ y 11 I I W 11 I ,, 1 t , j .I 11J I I UI II 6" TEE-DI/F I:t , a 6"x 3" REDUCIN f ,tR a BUSHING i; o ; ; i ,' +,, RI , , ,-I 6,_0,. a 3"x 1" REDUCING 1, . uo i. of i + BUSHING i , i i ao i a i ; EDGE OF N i�i EXISTING I, CONCRETE I I i T,t4 6" DS-DI/F _ WALL PENETRATION, AE i I c \-1" PLW-GS/T II „ INII ® tti; ii I i f DI/F,F, SEE DETAIL MZ-I I I a 1 I 1 1 1 1 8 GATE VALVE DI/P (TYP) N i i 1I 41,i0' _' n ii u I It iI 1 i t. z a i i I I 10" 90` BEND (TYP) z if iL_ __ 12"_PA_DI/P,RJ --- �- I I ; 11 u— --- I I I i i �_ i .' � 12" 90' BEND q _ w ° _ •_ ; ; I I = 10" SS DIFFUSER HEADER, SEE NOTE 1 .0 1 r LL_ _e. -------------- I o I i=3 ; ' i� ; DI/P (TYP Q _ Z n 12"x12"x10" i; it • > ; ; \I I ; ; HOSE BIBB, it � i 1 I TEE DI/P TO BE ;z:: a; SEE DDEDTAIL BASIN NO. 3 12"x 10" CONC RE / 6 I , I' I ' M a 6" DS-DI/P i i N PLACE w 11; d ' '- ii MZ-4 I 6 SUPERNATANT o a i i `° i i ;; ; j �; ;;✓✓✓ DECANT If a 1 1 O ._,, Icl 6._0„C-------------- --------- ' l i _4 a; i i i n ? SEE SHEET M-10 ti HOSE BIBB� I 1 ! l; I I I o a SEE DETAIL FOR ENLARGED PLAN 1 t 6" PLW CL SUPERNATANT EDETAILDECANT, SEELEV 18.00 A o i i i i iv a �� Its i h ti, PROPOSED DIGESTED SLUDGE PUMPS 1,-3„ DSP-01 1I I1 tl ; to 1 I I I t 11 6„x6' x6" TEE # �+ DI/P (TYP) M-5 i I — — 6"x 4" REDUCING E UCING ------- ----------------------------- ---------------------------- BUSHING -- ------; SP-02 --�----------IJ EXIS77NG 4i" i------ -- ----------__-3 ------ ---------------------------------------------------------------------------------------- — — — — — — — — WALL PIPE-DI/F,F t SEE DETAIL HANDRAIL (TYP) o I 1 I ,, 1 I I I I Fes, , t t f TOP OF GRATING MZ-lco 0- 6" �Q PV-DI/F (TYP) ----------- _z D ij TOW I 6µhpr+ jA 'Oh' ----------- EL24.D 6' WALL PIPE DI/ EE 6" SPERNAANTiTYP i iBASIN NO. 4 11 "" SEE DETAIL , SUPERNATANT A i i I DI/F (TYP) DECANT WI Fyi, v - MAX WS EL_22 0 IT)w i i S{ i i j MZ-t / DECANT, SEE DETAIL ,u- _ 2'-0' p.. W - I ' _, I _ .I -3i iC O 6; ; y, 2 o I I 6" SWIVEL JOINT DI�F , (� Z I I 11 Q IZ � 1 I FI I I I I 1 1 L I r a 0D1 I 1 I I I 1 1 I , - u 0 LL a I I Cl 6 SN EL a0^ Nm' 2 Z U) ,Q„ I 4111 i ' 3' M-6 10" SS DIFFUSER HEADER, SEE NOTE 1 o HOBIBB, pZ -0" IIiI; 1, O p.. »' ERNATENT 4 Z W la fn SEE DETAIL 3,DECANT V=>a 10" WALL PIPE AEo ; o _ I 1 - 1i N o (TYP), SEE DETAIL I i i 1 1 6" PV DI F(TYP)6" 90- BEND DI F TYP r1rJp�w i i ii I ( ) MZ-i 0 ii II'� / / (TYP) c JO O O I I 1 I I I III PIPE BOLLARD (TYP) 84'-0' p Q 1 I 1 I III 1 1 I;; - N � 0 1 I 1 I NI I 1 1„ DETAIL A i t 4"=l'-0" 87 -0 i i j j\ PROPOSED CONCRETE j PAVEMENT cqi i a _ - a_ii 6" PLW of i i I i i I I� rn1 I F,+, Ij1 SEE CROSS PAD ENLARGED i 10'-0' I I. o ill 11 of i i i 1 111° PLAN AND SECTION ON SHEET 4 N - .__. 11 I I - - ipi I �I I 'Ti M-6 1 it 6 Lr--- I I i I 11 7 h _ 41m c I�1j�II - ----------------------------------. 11 :S' Ew 4" 90- EL-DI/F ---------------------------- -------- -------------------------------------------------------------------- ------------------ _ i'' 0 D i RODNs EY. W CHAPIN I I 2 -2 1 1 ( RETAINING WALL I I I I I f .� In I ;; I1 i fP 81014 i I 1 4" PLWJI�� : - - .. I I , I i- , • irAi. �' ' V 1t I.4"x3" R UCER - : - - i , 0 0 3,.x3.,x ,. 1 PLAN I ; ; ; ; i'a i i TEE DIP 3' PLW-DI/P . NICAr PI JE& N0;' ' 19803 '31928 DRAWNDESIGNE6 BY, PDBULor I LITTLE CEDAR BAYOU WWTP DIGESTER Y1 FILE NAMEt MADPL100DWG,4 r?I f LLJ / DIGE rn i SHEET CHK'D BY: C. SOWELLS AEROBIC .SHEET m CROSS CHK'D BY: R. cHAPw 4� mnnPon9•en81"eeln9 Co�tucH "tlo� SLUDGE HANDLING FACILITIES IMPROVEMENTS PLAN II m y� CITY OF LA PORTE, TEXAS cn - / APPROVED BY:co . t{. AQ 1 V C.2• , - ! 'r 5f `` m m REV. JUNE 2002 I E' m DATE ORWN CHKD REMARKS DATE: t, N0. Oil PROPOSED AEROBIC SLUT F i i (� - CL EL 13.00 6>' DS-DI/F:P 6' 0" 10" FCA 6" DS-DI/P a s e BRACE TO END OF CL EL 11.50 x I - e. WALL (TYPICAL) CL 6' DS _D� F EL 11.00 6' DS-DI/F El 11.00 ° 6' SN-DI/P —► z CL 6' TS_EL 10.00' CL EL 10:00 Z� m a. EXIST 4 DS 8" PV '� IE=8.83 X 0 0 8„ DR DIFFUSER Iyr------------ e e 1 a am ! 8" DRAIN _ ,IL_ (t EL 9.00 10" BASE EL 6" 90' BEND IE=7.00 :<-v TOC EL 7.00 1NV EL. 7.00 ( } w o. 'a 1°. a A e a 'a °.. a. _ e. e. a°' �e ADDOOV In('ATInAl nP iS.- NOTES: I.� ill CONTRACTOR TO VERIFY EXISTING, ELEVATION , ( 4 tYYY,Ii� r rFtg l-i, , + p� a�'t,�'I" HANDRAIL HANDRAIL 26 CONTRACTOR TO REMOVE VERTICAL SECTfO�J:OF EXIST) G } k += k 10" STAINLESS STEELAIR AND PROVIDE NEW '10.11STAINLESS , ;, f�.( P STEEL PIPE AND :BUTTERFLY VALVE ASqOViN �r s _ . IT EL 25.50 3. CONTRACTOR ARRANGE AND. INSTALL VALVE' OPERATORS `I,�a TO ALLOW UNENCUMBERED OPERATION„OB AL>;?;dALVES 'Is{`ti`'„a i IsTV rI+� S;! 6" WAS TOP OF GRATING CL ELEV 6" WAS 26.40'± i� ` FINAL VALVE OPERATOR POSITION ,AND LOCATION TO SE ! I it`r.I EL 25.50' - —H- i APPROVED BY ENIJINEER ADJUST AS NECESSARY ® I 6" PLUG VALVE. W/EXTENDED HANDWHEEL CL ELEV .i t. , , ,Y , w.T +, 4 1� ,i 23.00' ` ' r CL ELEV 22.75' CL ELEV 22_75' . T i tr41u EL �2.25' --25'a}y�e WALL PENETR ON-- --� r------ 1 6.. PLUG VALVE F/PE AE i !t ksLl ', Iril+1�5 w/EXTENDED AEROBIC DIGESTER AEROBIC DIGESTER SEE DETAIL i i BASIN No. 4 HANDWHEEL (TYP) fc BASIN No. 3 Mz-I s CL ELEV 19.00' 6' PLW-DI - _ - - I I.M.I. I 5I WALL PENETRATION (TYP OF 2) AE _� EL 17.25'± P II s= SEE DETAIL CLEANOUT, SEE DETAIL CA - - NG ELEV 14.73' f IVG ELEV 14.97 ±. 6" PV DI/F (TYP) — / ! i 6" 90' BEND DI/P (TYP) WALL PENETR ON � r�rrT-�,� EXIST 2" PW ; ! " I ' FLG/PE pF Q g' 6" WAS DI/P ! I 6" 90 BEND DI/F (TYP) SEE DETAIL —EXIST 4" TS 6"x6' x6' TEE DI F 1 „j Eit XISTING AEROBIC - — �- - - - - - - ! CL ELEV 13.00'+ DIGESTER BASIN No. 2 MZ-I - - ! CL ELEV 11.73' 6" DS-DI/F CL ELEV 11.00' - --- -- ---------------------------- -------------------- ------ j j - --_ - i� 6' TS-DI/P --- - —--------------------------------------------------------------TC>r— -- — v■ CL ELEV_10.00' CL ELEV 10.00' - - - - - - - - - - -, WALL PIPE WALL PENETRATION DI/FLG/FLG 8" DR -DI P ! ! DI F PE A TOC EL 700' - INVERT EL 7.00' ;'{III f' N+1 LY N 8"x8"x8" TEE DI/P (TYP) E SECTION 2 84Td� 4 } /' -0 ' t t 4'_" M-3 it oI% Fi W „rr E I ' , t Ba - ' `..'•! ri• tt ti I� 1 �.L�r@� 1. FLUSHING CONNECTION (TYP) SEE DETAIL Gq 'I,c .4! IF:i' MZ-7 6'-0" e I�I�'1 i a}Il 4 �f{ WALL OF DIGESTER 6" FLEXIBLE COUPLING N WITH THRUST RODS y" TOC ELEV 24:00' SEE DETAIL CB MZ-3 6" TS-DI/F 10" 90 BEND / I I - $ -' DI/P CL ELEV 22.50' EL. 20.25 ;� — — r - - J' t ---��I 4. I 6" TS-DI/F7 EL. 18.25± - ii i I i' i 10" BFV DI/F TOP OF SLAB4. ., CL 20.00' EL. 16.25 r ! I, — ` a' e"e z 6" TS-DI/P I I I f ( I O O- F- W_ a s SEE NOTE 2 10" SPOOL PIECE INV. EL. 12.00 TO 1' ( I f �� I Z m DI/P/F (TYP) 3'-0" BELT FILTER PRESS __ V 2, 3,. 2 -3 .� z I V Z a V 16. 0+ _._ - NG ELEV 16.00+ 6" TS-DI/P 1'-10" 6" PLUG VALVE 6" DS-DI/P I ( III o I 6 FLEXIBLE COUPLING J I ) O tai NG ELEV 0- I ( I I I ) m m _ - - I- jT +1f1� INV. EL. 12.00 TO (TYP) 6" TS-DI/P INV. EL. 7.00 I I I ( } ( I I WITH THRUST .RObS .(TYP) / / I m Z a ¢ T-Ti l-1 1 !-ITT-I ! I -�- I I- ! ! - BELT FILTER PRESS INV. EL. 12.00 FROM AEROBIC ( I I I ( SEE DERAIL CB f i� ' i6 2 , , L o 1?." PA-D! P PIPE SUPPORT CA I FROM DIGESTED DIGESTER DIGESTED 4 I I I I MZ-3 (TYP) / SLUDGE PUMPS I I I ( e 1,! o W a I Mz-3 e e SLUDGE PUMPS I I I I I I 1 1 t W Q W to a ! TO" PA-DlfP . ; 6„ DS-DIP I - LL :. � _ / e ' e e ' e (TYP) e e - I I I I ( I W n O m ; '-----�� \ J ELEV 12.83' INV EL. TO EROB0.00 3 I I ( I I i J � sT, tit c J IC Ix W I I J I i I CONCRETE PAD c {_ J d (� i DIGESTERS - e c ( ( I I I I I SEE STRUCTURAL 'N J QfL ; - - . a .. . e I I I I I I I O DRAWINGS it+' , ,' i' III' t FLUSHING COCK TYP e' e CONCRETE SUPPORTS (TYP) e' e I 6' DS-DI P ( (I ( ( GA (TYP) ' t ', t • ' �' t , ' .. srly, ' 6' TS-DI/P INV. El. 10.00 I I I i SEE bETA1L ; SEE DETAIL INV. EL. 10.00 -0" 4'-0' EA TO AEROBIC DIGESTERS 6" TS-DI/P MZ 7 (TYP) };,5, ,M1, Fu35 N MZ-6 FROM THICKENED I I I I I I I i o ( INV. EL. 12.00 TOi o31 SLUDGE PUMPS I I I I I BELTFILTER`' co n 6„ TS-DI/Pi q TO DIGESTED INV. EL 10.00 I ( BOLLARD (TYP) ��+ SECTION 1 SLUDGE PUMPS FROM THICKENED �' `',I t€` 'e,• N I I I I I III 3'-0" A.�. +`I' , 0 SLUDGE PUMPS 4 -0" I I -. !i ty '1, 1Y I / M-3 , � ,kilt trt;fk i CONCRETE CURB r, _ u, 1 RVYI\C �..I✓i `i�FV IHr v t J Y Ij p tx{ L 6'-10" CROSS PAD — SLUDGE LINES , CROSS PAD — SLUDGE LINES tl1014' ,.iY,I„a, �eT 5 tTgl. r1J , 3 ENLARGED. pLAN�;' ,tYti(: , i �.� i ♦� u l 0 3 6" TS-DIP (a SECTION / 1/2 , o" I ;�� •.�.� I''`;,a'', t' r�T' ; to o INV. EL. 12.00 TO�Ir, a ,` :,�I�� #,U�5r)3 �! bl t` . BELT FILTER' PRESS t I „�. 'rt r t' r ry tp s2 _ • ,... ,:,r t `rt J. IT kc� ,r • DESIGNED BY: C. SOWELLSMbGQLUJ ' fz7,0W •> w DRAWN BY: B. TAL PLACIDO o, Gum LITTLE CEDAR BAYOU WWTP AEROBIC DIGESTER .PIPINO; SECTION . :... r .;: N SHEET DHk�D By: C. SWELLS I SLUDGE HANDLING FACILITIES. IMPROVEMENTS mnsvlNn9•an9lneedn cwuhuctlon• tlons .. , 9' oP�� ✓, , (: .: : CROSS CHK D BYn R. CHAPIN tt � CROSS. PAD PLAN AND SEG�TIONS, Lo APPROVED BY: R. A2 CITY OF LA PORTE, TEXAS t + REV. MARKS DUNE 2002 ; DATE DRWN CHKD RE DnTE: i NO. T , ��'( �r3 y - d b 1 E LL z cW G a z 2 0 z ' a c a 0 c v z Z N m h W 0. � Q • n OLL m mZU) Jz a° a� Q�LLI o" Z .W=Wn- "uw.JQ�0�' i :1 IL on �4 'tit ;W;4jtt Psdi q R•'J NOTES: :;zl 1 1 } j e o. fp AEROBIC DIGESTER N3 3 1. PUMP DISCHARGE ELEVATION BASED ON APPROVED MANUFACTURERS SHOP DRAWINGS. CONTRACTOR SHALL j !fir i i VERIFY PUMP DISCHARGE ELEVATION PRIOR .TO INSTALLATION 2. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND \ (: i I ; ELEVATIONS. � --- � 4. CONTRACTOR TO ARRANGE AND INSTALL VALVE ` ,i :: OPERATORS TO ALLOW UNENCUMBERED OPERATION OF ALL ? ,r C_ 7 t , WALL PENETRATION T r VALVES. FINAL VALVE OPERATOR POSITION AND LOCATION , , 1 I WALL OF AEROBIC 1` DI F, MJ u u TO BE APPROVED BY ENGINEER. ADJUST AS NECESSARY 1. SEE DETAIL 7 -- - DIGESTER No. 3 r " 101" PA N MZ-I �1\ ffa 11 1 p________ __—__ r i i i i i l it Z----------------------------------------- l I - 1 t N 6 PV / � -- V DI P (TYP) c _ 7 I 7- Y Pr "f1 ------------ .---_-><t _______- 1� �1 f1 : , 1 1 III I I I �l �-- --'� I I 11 ��--- I I'---------- - 3'-5. 1 /2 , ------------�------------i�4--------- ; . u u u u u u u 6" FCA RESTRAINED E (TYP) SEE DETAIL (, AIR/VAC RELIEF VALVE CA 2'-10 1/2" 6„ PV F/F . / MZ-3 1: + F6" PV F (TYP) t AIR/VAC RELIEF VALVE (: 6" 90- EL DI/F (TYP) 6' CV F _ MZ- I DOUBLE DISC (TYP) SEE DETAIL s;! ?{ I 6" PV F/F PUMP DB PUMP SUCTION MZ-4 i� 1, PIPE SEE NOTE 1 L� 4 4'-0 6'-0" I 4'_0" 0 ' • I ' e °.a e O 5e _ _ .d a °.. d'.. •e •a .-°.. e. d'-, e n. e S _ 16.2 _ . n , n °. a•. e. .. da . .d Qe.. F.G. EL. 15.75t •. • i �` ,4 �- DSP-101 —'. 0 \\/\\/\\ ' .e e. It n''' a d a a ee n .,_fie. ° _ .. .n.� r't I J. I ADJUSTABLE i PIPE SUPPORT (TYP.) SEE DETAIL I CA MZ-3 i' ` p lilt +ti CONTROL PANEL - CONTROL 1 PANEL LOCATION (j LOCATION a I L PUMP DISCHARGE \ 10" PA a; t' PIPE (TYP) f- 6" FCA RESTRAINED (TYP) �j CL EL 12.83'I. SEE DETAIL CB F I on I f v FLUSHING CONNECTION ADJUSTABLE PIPE '. SEE DETAIL GA � SUPPORT (TYP) CA SEE DETAIL 3c AIR RELIEF VALVE (TYP) 1' 6" PV F/F SEE DETAIL DB I 6" CV F (TYP) _ ,` 1 it ;i ` '• MZ-4 1 t ' 6 x6 x6 TEE ! 6 / _. _/ _ " PV F F F F. _ t; Ir i f:. \'�7 �- — WALL OF AEROBIC 6" 90' BEND DI/F (TYP) t. ---- I DIGESTER No. 3 n n 6" 90- BEND DI/P f TO VALVE PAD - i I 11 i I I 11 F` ~ / —— _ — I I H==gyp t- CL. EL. 8.33 — — II \/ II}` -It1 - I�--- - ----j1 JV t-- jt---'----_ __� ° u u � / u u u o 0 6"x6"x6" TEE DI/P _: 7 CONNECT TO " " EXISTING 4" TS CONCRETE THRUST 6 x6 x6 TEE PIPING AS SHOWN -----� `---- / L J (TYPICAL) RESTRAINED' BEECDETKS AILYP) _ ----_- (i. 4' PV DI P -� DI/P (TYP) ' I6"x 4" REDUCER ( EA T r- -- \\ DI/P 6"x4" REDUCER I MZ-6 u / DI/P (TYP) IE 7.00 0 " s�=tea ° c ° 6" PV DI/P N 3 j CONNECT TO _� EXISTING 4" TS 6" SUPERNATANT 4 M-8 1 1 DECANT EL 5.17l. L PIPING AS SHOWN Ir/ SECTION 1 `/l�LOLr� I m TO GRAVITY T� THICKENER 14'-0,. 3/4"=1,-0" — . `4 R• Off` •. 1 '* * � PLAN _ ......�........ �,,, 3 3/4"=1'-0" Sf RO[�IEY W. +CHAPIN' R i 1 1} 81014 gfl►ez q, • " 1 br 1! DESIGNED BY: C. SOWELL9 PROJECT NO: 198633-31928 f ,46 g ` , ,.::w 'a .:; ,.. .. - :. DRAWN BY: S. BAKEE� - _ .. yam■ FILE NAMES; MDGPl102 D>NG.,lr I���1111 LITTLE CEDAR BAYOU WWTP DIGESTED SLUDGE PUMPS • , :.-, , (' :'m SHEET CHK'D BY: C. SOWELLS mnwlNn9 •en9lneering•consWNon•opeaHons " SHEET y , M CROSS CHK'D BY: R. cHAPlrI SLUDGE HANDLING FACILITIES IMPROVEMENTS M PLAN AND SECTION •lp1 tO APPROVED BYL ED R. oAtuu- (` CITY OF LA PORTE, TEXAS rn REV M DAT 1 E DRWN CHKD REMARKS JUNE 2002 N0. t�yl. � DATE: , t �lti IVL ' • f 1 I' It t, I NOTES: 1` 'N PUMP DISCHARGE ELEVATION BASED dNti APPROVED, ,: MANUFACTURER'S SHOP pRAVJING. CONTRACTOR SHALL I DISCHARGE ELEVATION PRIO1. INSTALLATION: I VERIFY. PUMP I 2. SEE STRUCTURAL SHEETS FOR: EQUIPMENT PAb DETAILS s"; 3. CONTRACTOR TO FIELD VERIFY'ALL DIMENSIONS ANb ELEVATIONS. , I : F, AIR/VAC RELIEF VALVE FLUSHING CONNECTION SEE DETAIL@DB SEE DETAIL GA (�) t, MZ-7 I 6" TEE DI/F E DSP-102 i DSP-101 DSP-101 DSP-102 6„ 90• EL t 6" 90• EL I DI/F (TYP) DI/F (TYP) a z W z_ . „ I TOOLED EDGES w TYP o E 6 T.O.S. 16.25 _ ° (<. -�. _ 'a, - <. 1. a 1a 25e e a e.d e. }, i• - ' T.O.S. F.G. EL. 15.75f a n a a.. < a '< a MI u¢S'; _ a < G .'a a ads a 'a i. n :�. .. a.a.d Q I • a . o F.G.F.G: EL. 15.75t 6" SPOOL PIECE' FLG/FLG (TYP) a , : , 4,-0„ I 6,_0„ 4' 0„ i t s I I t 1 ;:: 6" DISCHARGEj. 6" SUCTION I Ir Z., • ' .. a� �N I- W om ° w i OuQ. z` i • n m Z U) o o ( — — EL 8.33 ; Ix 12 Lu W= W p w v v EXISTING 4" TS N U y> n INV. EL 7.00 DI P TYP v a (TYPICAL) ESTRAINED 6' PV DI/P 6"x6'x6' TEE4- FCA — — — — — / (TYP) ~J��W i n GI•Ja(� o_O2Q DI/P (TYP) „ J/ v 6"x4" REDUCER 6" PV DI/P (TYP) o. a 6" PV DI/P 6"W'W TEE xb DI P TYP y o CONCRETE THRUSH .cm BLOCKS (TYP) ' ' o: CONCRETE PIPE 1 .cv SEE DETAIL o SUPPORT (TYP) EA m SEE DETAIL EA SECTION 2 SECTION 3 } MZ-6 M -6 _ - C i �.� . e 3/4„_1'-0" M-7 3/4„ 1. 0„ M-7 V; „r c' : 1 m ' '`. • , i �i•••i.il;iliR•iililW'it�ia .. u .. 1%R>• iyi� �iyijYii Iii r m , •.car e`` 7 xt, 3 np yO... ' @ C9 - �' : I . '. � a f/iff� r ' s��� ' r SYY(�17:•t �Rd i E883i'3( ci _ DESIGNED BY: C. SOWELLS - J T: rr, t $ y i - DRAWN BY, W. WOODS FILE N�My zf MDO`,F�Li'`taG ova LITTLE CEDAR BAYOU WWTP DIGESTED SLUDGE PUMPS r , { ' ' ;�' r, m m SHEET CHWD BY: C. sowELLs m Mng-�ginee4ng-mm ,,,c,on.opemUon, SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHWD BY: R. C_HAPIN WI SLUDGE R• Atweel CITY OF LA PORTS, TEXAS APPROVED eri m REV. , rn .. , : NO;, IV� j' DATE DRWN CHKD REMARKS DATE: JUNE 2002 j a cc in SW G ED z a cc F z Z a H W J 0. m z z Q O • a u. Z aU ) t/ 0o m ce_IZ 0¢ dad Q z W Z EL W=Wog ti W N 0 a ( J a W o ._1 IL U o_om< NJU):7�a i fi(i d d CIk�I jj}y3.: '+ i it a 3 NOTES: ' ' `iI r 11 rt ! r 1 , .i - i .. - - ,•_ ' 1,1 ,�5 R si •i ' 'k _ _ BASED ON APPROVED +rk ' "" 3 - 1 PUMP DISCHARGE ELEVATION MANUFACTURER'S SHOP. DRAWING. CONTRACTOR SHALL VERIFY PUMP DISCHARGE ELEVATION PRIOR TO INSTALLATION 2. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD,DETAiCS -.. T. j'i dh 1_'� l ,� •: ' '. I ! .: t I, �- :, t t 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONs'.AND l+ n 14'-0" ELEVATIONS. 4. CONTRACTOR ARRANGE AND INSTALL VALVE OPERATORS 'd TO ALLOW UNENCUMBERED OPERATION OF ALL VALVES FINAL VA OPERATOR N D L TIO 0` A VALVE A POSITION AN OCA N T .,BE APPROVED BY. ENGINEER. ADJUST AS NECESSARY. " ------------------------------------------------ - e! r r hr .+ I =--------------------------------- ------------------------ {� E 1 6" 90- BEND DI/F (TYP) u { FOR CONTINUATION i I SEE SHEET C-9 - „y'� n -------------------iit 00 6" TS—DI/P — — 6"x6"x6" TEE DI/F (TYP) O FLUSHING CONNECTION (TYP) SEE DETAIL .6'-11 1/2" s: GA AIR/VAC RELIEF VALVE �• MZ-7 (TYP) SEE DETAIL 5'-5 1/2„ -- DB �/ 6" PV F MZ-4 6" PV F/F 6" PV F/F r, .I 6" 1 CV FLG (TYP) - , •, } AIR/VAC RELIEF VALVE (TYP) SEE DETAIL FLUSHING CONNECTION 6" SPOOL PIECE DB (TYP) SEE DETAIL - - ADJUSTABLE FLG/FLG (TYP) MZ-4 GA — 3,_6,. s ._. PIPE SUPPORT (TYP) 'i . - SEE DETAIL CA 6" SPOOL PIECE F PE e - DOUBLE DISC PUMP / MZ-3 6" SPOOL PIECE TSP-101 2 F/PE (TYP) SEE NOTE 1 PUMP DISCHARGE — — — 6" FCA RESTRAINED (TYP)---- PIPE CONTROL CONTROL rl I PANEL 4!` { N LOCATION LOCATION !' T.O.S. 17.5 jj aad ° °a e, ..ea..'° a'. a ° aa•' d,. - - F.G..EL17.Ot i TSP-101 TSP-102 \ ADJUSTABLE PIPE SUPPORT TYP.) 6" 2'-2" SEE DETAILtO CA - - i - �- 6" TS-DI F, P ik PUMP SUCTION / + . PIPE I astl 3 { fi't$ 6„ TS-DI/F, P 6" SPOOL PIECE � 6" PV FLG/FLG � 6" PV FLG/FLG 0. FLG/FLG (TYP) „ i , l i- ___ t-- Y 171 CL. EL. 10.00 n n FROM GRAVITY !T r THICKENER—'►--I'i {' — " — —) ---���--------a;F----------------------------------��� 6' 90' BEND P (TYP.) ! u ' u 6„ 90' BEND-DI/P (TYP) 90' BEND DI/P CL. EL. 8.5 f (TYP) :fry I. d a„ n m � , t4 i ! 41 - PLAN �'` , I h1„�u I SECTION 1 .. 41 <:. d t t, ,Li 3/4"=F-0" irltci t h�.�l�t" i' _ _ _ - _ ........... ., •.• ti Wom EY CtIAPIN i r41:�z1.c` ^ ,.}�t"; rC s p t '1. f ':• _ - - : 1� �.�'�'/$Tfdh" i ! :x , �. ' '4 ism g.. 5531 C. SOWELLS - PROJECT.' %tr DESIGNED BY: ," i S r FILE NAME± MDG.PL100 DRAWN BY: S. BAKEfi ( LITTLE CEDAR BAYOU WWTP 1 THICKENED SLUDGE PUMPS 1 • , 'i'+''';�,-. �, <>oi 1 .> SHEET CHK'D BY: C. SOWELL� SLUDGE HANDLING FACILITIES IMPROVEMENTS '` SHEET cortsulHng•engfneerfng•constivNon •operatlons CROSS CHK'D BY: o-, R. GHAPI� PLAN AND SECTION ;}{. 1 f4!, kRY : 'D !'T�'I tSRWN OHKD APPROVED BY: URII twl• I - i— Q• CITY OF LA PORTE, TEXAS , { n,� ;: ,tr ^a, ' y. JUNE 2002 M p ''pp�� 1(,• R t REMARKS - - tI �.'"4yC ' a Cdgy r Iri 1 N0 < ' DATE: _ - _w y `X+kI it t_ ,'' k ' , 1 f�lru l,l' , a17 �,1�, I 1 t ill � � 'S , ::I • ... ' i { , ,-' f��i fl ik` 1 N g J U DLL M Z 0) J 1- C Z Z W ul a U=> N �:3 J U) � N m a w o m z ztE • a ul m i-i 0 o' 2 m 8 A 8" WYE DI/P :�-N-� 12"x 8" REDUCER DI/P 0! I I 1 1 I I I 1 1 I I 1 1 1 1 1 I 1 1 1 i' 12"x 12"x WYE DI/P i I 1 1 f i cm I to � 1 I ,a m1i ' 3t L [ o o � 5 W � w g S M O r + to m77 m NO' DATE DRWN CHKD 1"i z z of 1 in 6"x4" e REDUCER 4" TEE i I 1 1 WALL PENETRAT SEE DETAI AE I 1 3 J 12" 45' BEND-DI/P 1 'ter 12" DR-DI/P r--------- ---- co I co 6" 6" TS/DS-DI/P o -DI/F6„ PLW AEROBIC DIGESTER ' J i------6" ---—- —-—- TS DI/P ------------------------------------------DI/Ps,TS/DS } ,. I I III l 1 tl 4' PLW-DI/F 4" TEE-DI/F CONCRETE PAVING 2" PS-PVC/V (TO BFP NO. 1) I III. IIi y 2 4" 90' EL-DI/F 2 1 1 I I I t, " PS-PVC/V (TO BFP NO. 2) 1 1 1 t I t I r > s 4"x 1" RED BUSHING M-II 6" PLUG VALVE-DI/F (TYP) I n< WALL PENETRATION, ( n,+R [4--0" 3' PLW-PVC/V SEE DETAIL I I 1I1 I1 ., s 7rY 4,. PLW-PVC/V 71'-4" I 1 1 1 1 �• a I+ �. 2" PS -PVC V / AE iti iI }C 1" PLW-GS T / 6" SPOOL PIECE -DI F MZ-I 6" SPOOL PIECE=DI/F - 6° TS-DI/F i 2" PS-PVC/V 1 I __ __ _______________ ______ ________________ J IL i — — — — — — — — — — — —I - — - 4" TEE M 4 o - — - — - — - �_ _ _4_---------------------- -- --- -- ----- ~-- Y"Al ; I 4"x 1" RED. I - -I- -------- BUSHING I BELT FILTER - - - - r- 3" PLW-PVC/V I I 1 INTERIOR HOSE BIBB 1 PRESS BOOSTER PUMPS INTERIOR I I 6" TS-DI/F AND RACK (TYP), HOSE R IB !� i 6" SPOOL PIECE-DI/F M-Il r SEE DETAILAND I I DE 5 ELEVATED ACCESS PLATPONIM (TYP) 6" MIXER (TYP OF 2)� EXTERIOR HOSE BIBB DD I MZ-4 M-12 `/ `� BELT CONVEYOR AND RACK, SEE DETAIL MZ 4 I O ��, i BEGIN SLOPE t I I 3" PLW-PVC/V It 1 DOWN ; ` BELT CONVEYOR '------------------ ------------------------ : (TYP), SEE DETAIL GA f - ` 1 4 I 1 _/ S FLUSHING CONNECTION I t ' CONVEYOR WALL PENETRATION, I I M-12' SEE STRUCTURAL SHEETS FOR I 12 —0 1 I 2 j DETAIL II I) i t SEE NOT 6 1 �( 16 PIPE SUPPORT I TRUCK LOADING 11 I E NOTE 6 I CA 1 j \\ �.. MZ-3 CANOPY (TYP), SEE DETAIL II I LOCAL BELT FIL ER LOCAL PELT FILTER I �1 of I I 1 1 I I i �• p PRESS 'CONTROL PANEL! PRESS CONTROL PANE �� II LOCATION (ELEV�TED v �/ LOCATI N (ELEVATED) N I I I Kt� I 12" DR -DI _---___---- _--_-_-___ 1 Gi F-- 1 I M 1 t --+----'--'l ------------- _ — _ _ — - I 8° CLEANOUT CONTROL CONTROL _Hp PANEL PANEL FUT. I ------------ ---------- -4 r- �C `A r -�i_i --- i r- - - ---�-- ----- - ------------ t I PANEL PANEL P t 6" CONTAINMENT CURB (TYP) I I BRACKET TYPE PIPE 11}i } a __. CONCRETE ( y I I SUPPORT TYP I I SEE DETAIL I- . 1 1 b ENCASEMENT (TY) I 1 BE+' I- MAXIMUM OUTER I LIMIT (TYP) 11'-0" MIN I ICI 1 1 T. HANDRAIL I i t' t- I 21'-6" ELECTRICAL ROOM 001 Ixt ; BELT FILTER BELT FILTER I I I PRESS NO. 1 PRESS NO. 2 I I 2" PS -PVC (TO BFP N0. 1) 2" PS-PVC/V (TO BFP NO. 2) 4'-0" MIN ACCESS i i z 0 I I t TYP STAIRS (TYP) i i (TYP) I I MCC-E r 1 F' — t 1 I I I 2" PS-PVC/V I b - _ BELT FILTER PRESS i� 4'-0" MIN TO �' I �� I I PFP_Ot FLUSHING CONNECTION I ACCESS ROAD I I ! A I I EDGE OF GRATING 7 - I PROTECTIVE CURB POLYMER FEED SYSTEM p (TYP) SEE DETAIL EB I I- y-, 1 1 I I MIXING TANK T-Ot MZ-5 I I' i! `h 4 O PIPE BOLLARD (TYP) I I F _O I I I DOWN _ i i I FLOOR DRAIN i� CLEANOUT --1 I I WALL PENETRATION, NOTES: Lj I I ---- I t-- 6" DR-DI/P-------_- 6:, DR-DI/P - — - —I - ----_ ---� _- - /�.//_(—L=a SEE DETAIL --------------------------_----t rt-_-----_-----_---------------- _--------- --- ---- - N AS P ---- AJ +-t— - — - ------- -------------- ------------- r------------ _ ____ _ r .� -�� ---- -------I I �— MZ-1 1. PROVIDE BELT FILTER PRESS FOUNDATIO PER _ _ T-T'--------- - - — -- I I _ I - MANUFACTURER'S REQUIREMENTS. 1 I I I 2. INTS FOR R FEED TO BELT t ------ - ---- -------------------------------------------------------------------------� I M512 �i PALLET <r I PRESSES ES ASOPEROMANUFACTURERSERECOMMENDATIONSLTER --____ -------- ------------------------------------------- -------------------------------- POLYMER---------- i -----i i 1 ---__ INTERIOR HOSE BIBS (TYP), )I 3. ACTUAL DIMENSIONS .OF BELT FILTER PRESS AS PER APPROVED +r, I I FLOOR DRAIN P-TRAP HOIST ASSEMBLY I I M3' I PLW TANK S AREA E rn 4. ALL EXPOSED PVC AND GS PIPE SHALL BE INSULATED AS PER r t AND RACK ASSEMBLY i i SHOP DRAWINGS. I / TYP , SEE DETAIL DE I (TYP), SEE DE AIL MZ-4 I / t ROOF SUPPORT COLUMN (TYP) GB I I PALLET I SECTION 15150. I I MZ-7 EMERGENCY SHOWER AND I EYEWASH, SEE DETAIL I I I S..PIPE SUPPORT SPACING AS SPECIFIED IN SECTION 1514J 1 I I - EE I Ir6. LOCATION OF PLANT WATER CONNECTION TO BE COORDINATED MZ-5 I I 4% 3" RED BUSHING r r WITH BELT FILTER PRESS SHOP DRAWINGS. ' 4F ----------------------- ----- ------ ---- --------- 4" TEE-DI/F O ----------------------------------------------------------------------------------- 3 'F---- --- 4" PLW-DI/P 1" PL GS-T r WALL PENETRATION, 4"x 1" RED SEE DETAIL AJ BUSHING PROPOSED CONCRETE PAVEMENT MZ-1 ye e •�16,R. 81 kF rr 1 r a 20'-9„ 26'-5" 6'-7" 15'-0" i RQDNEY iG •l.i i •ii1 •1 y' a ri IYIi1, ------------------------------------------------------------------------------------------------------------------------------------------------------------- -- --==� •. 81014 ''; /P------------=------------------- ------------------------------------- Q]� / --------------------------------------------------------------------------------------------------------------------------------------------------------------------- - y, ----------------------------------------------------------------------------------- R':l t,�•'�`�.C`" +'.�r` �` _. t' •• •• r'r!1 4� R �ONIi Fr„�• , ;) Y 1 h Y, tt • 1 PLAN . l fl 1. n _ ' it PROJECT,NO986�up3I9)T#r 3 DESIGNED BY: D. NICA� BILE N MEi 8PPI?�b0 DRAWN BY: P. eul oTi LITTLE CEDAR BAYOU WWTP I BELT FILTER PRESS BUILDING'! C. SOWELL9 +CrI t saET &Fz ; 1!x 111 I.. SHEET DHKD BY: mm„"9.im91"e"lny.couwm"".moron"": SLUDGE HANDLING FACILITIES IMPROVEMENTS PLAN 5@ i CHAPIN � � } y, t CROSS CHK'D BY: R. - r t't CITY OF LA PORTE, TEXAS —'� V }obi ''' APPROVED BY. h' t1 i ' ` , 1 t ' 'ild''J}Ic+'• 1 tip}inn�,� JUNE 200� REMARKS DATE: i aFJu ' 0 N Lu u-� zN I'W LN a Ld :3m DLL Za mZU)¢ _I I- = Q Z W ¢ U9 W=W a Lu 8 of-.Jd(9 i o_om N J V) = IL 1 1 , A B C D E , 10'-0" — — BELT FILTER PRESS (BFP—Ot) r 3„ PLW-PVC/V r,. n r, 1 3" PLW-PVC/V PLATFORM CL EL 20.50 ----- EL 19.75t i ® WALL PENETRATION. --- SEE DETAIL A J MZ-1 I'• 6" TS-DI/F CL EL 17.08 I 6" PLW-PVC/V G ` STAIRS 4 PVC/V , 6" TS/DS-DI/P w. _ _ 4" PLW-PVC/V �., 0 CL EL 16.00 o- 6" TS-DI/F - — - � CONVEYOR 0 FF EL 14.00t CL EL 14.67 SIDEWALK TOC ELEV 13.5't k I i I i I 1 F 8„ DR FLOOR PENETRATION, FLOOR PENETRATION, qG - — 6-' PLW-PVC/V - - ® ---- 6" DR-DI/P ® SEE DETAIL AD 8" DR-DI/P DI/PE/P, SEE DETAIL MZ-1 - — — - C EL VARIES MZ-1 EL VARIES 4" PLW-PVC/V 4" PLW-PVC/V 8" DR-DI/P 2'. i TOG EL 7,00' 6" TS-DI/P, CL EL 10.00' i �r p ' SECTION 1 �I g: 3/8"=1'-0" M-10 44 i, z. �,, ... 8'-0" 8'-8 G'r 6" TS-DI/F CL EL 22.00 SEEFLUSHING DETAIL CONNECTION _ n 3" PLW-PVC/V CL EL 20.50 MZ-5 PIPE SUPPORT; WALL PENETRATION PIPE SUPPORT, SEE DETAIL 3 11 1' PLATFORM AJ SEE DETAIL SEE DETAIL AB w: I BE 2' PS-PVC/V MZ-1 MZ-I 3" PLW-PVC/V MZ-2 2" PS-PVC/V 1 CL EL 17.50 -� 1_p-sRni { CL EL 17.00 4s I t42" 3"x 2" RED FLANGE DI/T (TYP) TOC EL =VARIES 4" PLW-PVC/V BV (TYP) 6„ PV 1" PLW-GS/T, CL EL 16.00' CL EL 16.00 BELT FILTER PRESS BOOSTER PUMP6" TS-DI/F _ _ _- ' ' CL EL 15.00 - FF EL 14.00t FF EL 14.00t TOC EL VARIES ,t I 1 CONC RETAINING WALL 6"x 3" TEE DI/F (TYP `I. I I - 6" 90' BASE EL qC 6" TS-DI/F I - (TYP), SEE DETAIL e I CL EL 15.00 MZ-1 PIPE SUPPORT CA ' 6: . «( (TYP) SEE DETAIL MZ-3 1 1 i I, i i. , CL EL 9.0' ; ol : Afthi • � d7`ay }tat I S , I*.l' �. '�S*�l , r t r , t. mra } t t i RODNEY W giAPiN i �I SECTION 3 t ......:`ego,, s SECTION 2..�•;�,�°• 3/8"=1'-0" 3/8"=1'-0' M-10 ��� i$•dI;'F � M 10 pa ; a alt tt D. NICA PROJECT:.NO 19863:31926•.y' ''i -t.. DESIGNED BY:. FILE NAMEI ME�Pf'l1 tlo,DW ' ;1,yy P. BULOY; BELT FILTER PRESS BUILDING 'y �� DRAWN BY: sr LITTLE CEDAR BAYOU WWTP ' SHEET CHK'D BY: sultln -en ineerfn •construction• tlons SHEET •'` ��lj*�.� ir to is Si i3 I+111 ..n jtl I I. C. SOWELLS 1, con SLUDGE HANDLING FACILITIES IMPROVEMENTS SECTIONS R. CI IAPItJ 9 9 9 oP� ti I+ 1S 4 CROSS CHK D B � APPROVED BY: Y: 0�✓� _ ire `'IjM1 YYATL,� CITY OF LA PORTS TEXAS REV' . NO.y, ,DA7E'.c6RWN CHKD REMARKS DATE: _ JUNE 200� j'� 1 l i`j� 1, iit�f{ ,IT It 1el r 'y't 'y Slsij"r!`' 1 ��}}' �'Y f 1 , A j B C D E ' } F Y i i I I'��^`full=. iU QQ r — -- -- --- — ---- — OPENING FOR — CONVEYOR, STRUCTURAL SHEETS S `IIV1tr r s: €�. FOR DETAIL — --- —------------------- — ----- ----- -- — ---- ---- ---- ---- L I � � v i I' TRUCK LOADIN Y{ `, c l � , It,'' �'• I E E ( t Ali -- ALTERNATE N71, I Ii O EL 28.50'�'I t i i ' r S ids s1 9 4 ( TRUCK LOADING CONVEYOR EL 24.00' 0°( —0BELT FILTER PRESS (BFP—Ot) BELT FILTR PRESS (BFP2)F77. 1 — , CONVEYOR FRAME is T T I • .. SPACING PER MANUFACTURERS fI 5 HP DRIVE UNIT — RECOMMENDATIONS+l ; 1 MOUNTED NEAR SIDE—,,--- BELT FILTER PRESS I i� EL 17.50' DISCHARGE EL 17.46' — 9'-0" 9'-6" i_•_—_„ W z m 8" CLEANOUT C] N f' a ¢ I ,. 21 TOS 14.00' TOC EL = VARIES I 1' CONC RETAINING WALL TOC EL VARIES t i,,}r IT Z 2% SLOPE TOW. CONNECTION PROVIDE TYPE:R-4003a "i ' z m AT 12" DRAIN TYPE "B" ROADWAY DRAIN I .' b 8" DR DI/P BY NEENAH FOUNDRY OR j I' 12" DR—DI/P ® 6" OR 8" DR—DI/P CL EL 10.00' APPROVED EQUAL a ow l — _ -nt— 12" DR —DI P r— — — — — — — — a ¢ CL EL VARIE / CL El VARIES ❑ o 12"x 8" REDUCER 12"—WYE DI/P 0 m w In Lu in C a z � 0 z Z • i-t Q 0 m. 0 n a 0. H W H O LC Z�J ♦' z z W uj a LLI ci J 9 w N � fi w z Z n' I, SEE NOTE 3� ------- Fr A (TYP) 18 " PA i. 3 12" PA—D1/F 12" FICA (TYP) 12" CV (TYP) t — 8" PRV (7)P.) 3 i -- 12 "x 8'" CONC REP. (TYP) =69Z 10" 1N7'AKF_ MCC 'se ' NOTES; I 8" PA -------1} 1. CONTRACTOR TO REMOVE EXISTTNG BLOWERS AND INSTALL r CL. EL, 14.0 —DI/F ++�— —----r-- PROPOSED BLOWERS ONE AT A TIME. TWO BLOWERS SHALL'' t�—-------J REMAIN IN SERVICE AT ALL TIMES. 2. COORDINATE ALL BLOWER WORK IN ACCORDANCE WITH SPECIFICATION SECTION 01317 AND ALL SHUTDOWNS WITH PLANT OPERATIONS PERSONNEL. 26"—s" PLAN 12" PA-Dt lF SEE NOTE 4 I DESIGNED DRAWN BY:: P. BULOT SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY:s R. CHAPIN 'Ri APPROVED BY: �c ' NfJ✓t�.. DATE: JUNE 2002 cm c wItIng• engineedng•.construction • opmflom -. 18 x 8" T£F_ 12" PA—DI/F LIMITS OF DEM (TYPICAL) 3. REMOVE EXISTING PIPE AND REPLACE WITH NEW PIPE AS NECESSARY TO REPAIR EXISTING AIR LEAK IN PIPE.; L;!I 4. CONTRACTOR TO INSTALL SMALLER HP MULTI —STAGE " CENTRIFUGAL BLOWER AND APPURTENANCES IN OPERATION I ' AS PER CONTRACT DOCUMENTS. 5. ALL REMOVED OR RELOCATED PIPING SHALL BE REPLACED WITH NEW PIPING OF MATERIALS AS SHOWN ON DRAWINGS. - s REM VE EXISTING POSITIVE -' �— DIS LACEMENT BLOWERS AND APPURTENANCES -- 2 i; S, 1nt Rc. 10" AIR INTAKE f2`" Chi (TYP) 12" FCA (TYP) FILTER/SILENCER &" FRV (TYP.) 12" PA-Dl/F f;l t MCC I 12"x 8" CONC.— 12" BFV ti -- RED (TYP) (Typ) CL. EL. 20.50 x CONC. 'PIPE FIN. FLR. SUPPORT 1 - EL. 19.5�___ LIMITS OF DEMOLITION 6 1 (TYPICAL OF 3) 2 DEMOLISH PAD AS REQUIRED TO ACCOMMODATE PROPOSED BLOWERS I1, , L! IY SECTION 1 3/8"=l'—O" _ I DEMOLITION LEGEND 4 OTO BE REMOVED, SLAVAGED AND STORED O TO BE REMOVED AND REPLACED WITH NEW AT LOCATION DESIGNATED BY OWNER EQUIPMENT, PIPING, ETC. O TO BE ABANDONED 7O TO BE RELOCATED (NOT USED)' Q��� h}I OTO BE REMOVED AND DISPOSED OF OFFSITE O TO BE MODIFIED it. i ' •*�� "` " s RODNEY .W 04APIN TO BE REMOVED, RENOVATED AND REUSED F" 4O TO REMAIN IN SERVICE O IN PROJECT (NOT USED) 81 . F OTO BE REHABILITATED �t�`tiisjC {{{'r lilt PROJECT NO - '19863=31926'n LITTLE CEDAR BAYOU WWTP FILE NAMEiB�PL101iDwc,q SLUDGE HANDLING FACILITIES IMPROVEMENTS BOWER BUILDING DEMOLITION PLAN01- SHET t CITY OF LA PORTE. TEXAS F M 13 Y{ t. 5 m w W z a 0 z ' t3 Q 0 cc d o 0 N d E lW.. L §U O LL m Z (1) J 0 Z iV=�� 1 Lu 002 J W W { voa< •'. 12 PA-DJ/P (RESTRAINED) CL EL 12_8J 0 { I i� CL EL 12.83 , WP N .. O N - t o - ,. n; m . o n a' 3 3 00 _ J - - CL PLAN _AN 3 � p DESIGNED BY: C. SOWELLS c d' P. ''- - DRAWN BY: BULOT ,/m + • , `.m) SHEET CHK'D BY: C. SOWELLS nml n9' engineering conrtmctton• operations IjY] CROSS CHK'D BY: R. CHAPIN n APPROVED BY: 04161� I � REV. DATE DRWN CHKD REMARK --A t] . ;v; N0. S DATE: JUNE 20021 jYF] r H �xt , his Ike. Ito- { a}e ! a I NOTES 1. CONTRACTOR TO FIELD VERIFY ALLLR4�V5 �7 i`;'a 2. CONTRACTOR TO COORDINATE LENOSai,(OF SPbOLEG7 BASED ON APPROVED :SHOP, DRAWINGS;,~' 3. CONTRACTOR TO .COORDINATE: BLOWrp;AD nln�NtN t, BASED ON BLOWER ' MANUFACTURERS F7EC UIft h9ENTS+� , i, 4i t4 1t 4. SEE SHEErti.E-11 FOR MOTOR': CONTFbL:'s�ENTE12 DSTAIS , t yt•erta`y ti �,• j'iis�E , 8" 90' EL (TYP) 8 INLET'FILTER/SILENCER -- EXIST BLOWER BUILDING WALL 8 MOTbRIZED BFV SS/FLG I 12"x 8' CONC RED 12" RESTRAINED FCA 8" RUBBER EXPANSION JOINS J4 WITH CONTROL RODS --' BLOWER MOTOR , Y. 8" 90' BASE EC EXIST FF EL .19.25' PIPE SUPPORT BF ISOLATION PAD. (TYP) I`3 i2,fi SEE DETAIL. MZ-2 CENTRIFUGAL BLOWER, BLWR-02 4`• ] PIPE, SUPPORT CA .411 - SEE .DETAIL SECTION 1 x� 3/8"=i'-0" — I --_' --- , 12" 90' EL-DI/FEti / UNLINED ( ) , t . ] J / ' •.•sf 511I) FlOtl- !i CL EL 12.83 12" 45' BEND=DI/F (UNLINED) f„ r r IF7-�,1�t v , A } SECTION 3/8"=l'-0" Sri ] FtObNEY�1W }CFiAyYPIN j��r�r¢. ' .•p; 1iN•iiiY �iljl• •YR••� i1 ] p120JECC N6: FILE NAM¢(5< W x� LITTLE CEDAR BAYOU WWTP ES MBLP��?BLOWER BUILDING SLUDGE HANDLING FACILITIES IMPROVEMENTS S�iEET Ed+h,tiN' �' CITY OF LA PORTE, TEXAS PLAN AND SECTIONS ''• ]' eaa�F�t#�y{'7l n� ]i5'c , 1 d Lu z Z Q cc ru 1 , ,i PIPE I (TYP) OD e `.:� i L Gx6xk, TRiM AS REQUIRED ; 1 1 `; f!,' .. - 00 BOLT HOLES TO MATCH RESPECTIVE FLANGE ROUND ALL SHARP EDGES (TYP) t ..' 120•-3" PIPE 8 SMALLER s, °v °v 'D' FLAT BAR WiTH 2 BOLT AND NUTS. i^r GALVANIZED AFTER FABRICATION BAR 3/4" X 1/8" - BAR 1 1/2" X 1/8" v I { GALVANIZED AFTER FABRICATION GALVANIZED AFTER FABRICATION °v NV t Q d vv vv - , 0 av 1" MAX PIPE SIZE p 4" MAX PIPE SiZE f° ,r t p 11 3/8"'316 SST ADHESIVE CAPSULE t 3/8" 316 SST ADHESIVE CAPSULE ° n �� ANCHOR (SEE NOTE 1OF GENERAL NOTES) ANCHOR (SEE NOTE 1OF GENERAL NOTES) °v °v �v °v °v °v t Qt ° v vv 'C' HOLE DIA a , p ' NOTES NOTES w a ¢ 1 WHERE SUBMERGED OR LOCATED ON OR ABOVE TOP OF WALL OF 1 WHERE SUBMERGED OR LOCATED ON OR ABOVE TOP OF WALL OF 316 SST ADHESIVE CAPSULE ANCHOR(TYP) DIMENSIONS IN INCHES PIPE DIA A 'B' SEE NOTE 3 BELOW 'C' HOLE DIA 'D' FLAT BAR SiZE LOAD RATING LBS* 3/4 5-15/16 2-1/2 7/16 3/16 X i-1/4 300 1 6-1/4 2-5/8 7/16 3/16 X 1-.1/4 300 1-1/4 6-11/16 2-3/4 7/16 3/16 X 1-1/4 300 1-1/2 6-15/16 3 7/16 3/16 X 1-1/4 300 2 8-5/16 3-3/16 7/16 1/4 X 1-1/4 500 2-1/2 8-7/8 3-7/16 7/16 1/4 X 1-1/4 500 3 9-1/8 3-3/4 7/16 1/4 X 1-1/4 500 3-1/2 10-1/16 4 7/16 1/4 X 1-1/4 500 4 10-9/16 4-1/4 9/16 1/4 X 1-1/2 600 5 11-3/4 4-3/4 9/16 1/4 X 1=1/2 600 6 14-3/8 5-5/16 9/16 3/8 X 1-1/2 850 8 16-5/8 6-5/16 9/16 3/8 X 1-1/2 850 90•-4" PIPE 8 LARGER ' r�•;t PIPE FLANGE PIPE I' f4-0 Ntz IPE 8" PIPE FFOR 6" PIPE 4" PIPE 8 SMALLERZx8"x8"IUS AT CORNERS (SEE NOTE i OF GENERAL NOTES) HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, WASHER AND HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, WASHER AND *SAFETYFACTOR OF 5 E SHIELD SHALL BE TYPE 316 STAINLESS STEEL. SHIELD SHALL BE TYPE 316 STAINLESS STEEL. 1/2" DIA ORDIA R4'/TO 8� PIPE 2 PIPE NOTES 1"t NON -SHRINK GROUT z Za ? 2 — • m zo 2 WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL 2 WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL 1 WHERE SUBMERGED OR LOCATED ON OR ABOVE TOP OF WALL 4 316 SST ADHESIVE CAPSULE ANCHORS ;+ SHIELD AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER SHIELD AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER OF HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, LEVELING NUTS OR GALVANIZED ANCHOR V NUTS 8 o B )' TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC. TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC. WASHER AND SHIELD SHALL BE TYPE 316 STAINLESS STEEL. BOLTS AT 90 WITH LEVELING a ¢ WASHERS (SEE GENERAL NOTE ON SHT MZ-I.) 3 WHERESUBMERGED; STRAP, EXPANSION BOLT, NUT 8 WASHER 2 WHEN USED WITH PVC OR FIBERGLASS PIPE f, m SHALL BE TYPE 316 STAINLESS STEEL. I PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP, r WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" Y, PIPE CLAMP FOR INDIVIDUAL PIPES PIPE CLAMP FOR INDIVIDUAL PIPES PIPE CLAMP FOR INDIVIDUAL PIPES STRIP of RUBBER FABRIC. PIPE FLANGE SUPPORT 3 FOR FLANGED PIPING INCREASE 'B' DIMENSION AS " DETAIL. AA DETAIL AB DETAIL AC REQUIRED. DETAIL AD M T it NTS NTS _ NTS NTS _ PACKING (TYP) u T 1/2 T 1/2 T j SIDES CAULKING TYP BOTH A I ADJUSTABLE' LINKED }+rt I RUBBER SEAL - ' 017:WET WALL_ USE 2 GROUT "I ici SEALS ALONG PIPE) PIPE THRU WALL PROVIDE CLEARANCE - OR FLOOR - - ° °' D PIPE DIAMETER AND INTERMEDIATE o ° v FOR CPLG IF REO'D CORE DRILLjOPNG MATERIAL VARI FLANGE/WATERS 0 - (FOR EXISTING ° (IF NO CPLG, MAKE ES T P . �'! t STRUCTURES ONLY) EPDXY COATING TAP FLANGE FOR v o FLUSH WITH WALL). N TU OLTS ry z PiPE SLEEVE, SCHEDULE 80 PVC ALL11A OUND 9 UNMSULATED z N "r 3" TYPICAL BOLT AND NUT CAULKING (TYP) P_ _ = TAP FLANGE FOR q r.: OR 1/4 THICK (MIN) STEEL PLATE. a TYPE 304 OUTSIDE FACE v • < c 3" FOR PIPES SEALANT TYP I I i 1 STUD BOLTS 0 u GALVANIZE AFTER FABRICATION STAINLESS I LESS THAN 36" d (TYP) -W a¢ _.. = t, (TYP) STEEL a 4" FOR PIPES 36"A 1 1 o INSULATION SHIELD 360' J z AND ABOVE II I II PIPE TO BE LINED 'RUBBER SEALING CEMENT GROUT- °' ° PIPE DIAMETER AND v z ¢ t METHOD "A'. 1/4" THICK PLATE WALL FLANGE, I I-- _- I AND COATED PER SPECS Q' a + "t , i f SAME MATERIAL AS SLEEVE ELEMENT EPDM RUBBER CAULKED DRY ' I I _I I MATERIAL VARIES _ _ O u. 'm 6, y,iy, -- — — — [TYP) Cl- Q PRESSURE PLATES. TWO REO'D. 3" MIN I __i_ tf- 0] J ►�- =o o { DERLIN PLASTIC FOR ELECTRICAL vfA 5/8' MIN (TYP Q W a ¢ y' BOTH ENDS) INSULATION._ ^ 6+ NEW FLOOR/WALL ap I <Fi(j , L- e- o t 6,. e 6„ UNO UNO W = W ,, a -igt s, NOTES: MIN ' MIN v tr C4 W'N 0' n j `�J 1. INSIDE DIA OF EACH WALL OPENING SHALL BE OF THE SIZE UNO UNO t W j}['It g RECOMMENDED BY MANUFACTURER TO FIT THE PIPE OR CONDUIT C J 0. C7 !k )! t PIPE THRU WALL r'. ...,r'. 8 THE WALL SEAL ASSEMBLY TO ENSURE AWATER-TIGHT JOINT. PIPE THRU WALL OR o Q ;'r OR FLOOR, : 1" MIN CLEARANCE FLOOR STEEL PIPE OR TYP • 1/2" CLR (MIN) N J in ...0. I (TYP) 2. PIPE TO WALL PENETRATION CLOSURES SHALL BE OF THE TYPE 316 SST PIPE 3/16 FOR PIPES 1 , MODULAR MECHANICAL TYPE, CONSISTING OF INTERLOCKINGI P WHERE SHOWN LESS THAN 24"� r(iS�„=•1,+t 1= - SYNTHETIC RUBBER LINKS SHAPED TO FILL THE ANNULAR S, ACE MINIMUM 3/8" PLATE OR 5/16 FOR PIPES - INSULATED_, BETWEEN THE PIPE AND WALL OPENING. A PRESSURE PLATE 3/16 EJ THICKNESS OF PIPELINE 24".0 AND ABOVE.. DI FXFXF WALL PIPE IN NEW WALL, SIMILAR SHALL BE PROVIDED UNDER EACH BOLT HEAD AND NUT, WITH THE WEEP FLANGE TYPE 316 SS PIPE - FOR F X F X PE WALL PIPE `•''' FILL WITH POLYURETHANE SEALANT SEAL CONSTRUCTED TO PROVIDE ELECTRICAL INSULATION i SLEEVE (TYP) NON4SHRINK OVER BACKER ROD (TYP BOTH ENDS) BETWEEN WALL AND PIPE. (SCH 10 MIN) CAULKED WALL FOR CONCRETE, GROUT I T =THICKNESS OF COLLAR CMU, BRICK OR CAVITY WALLS DETAIL AK Tj lj i N ( 3. WALL SEAL ASSEMBLY SHALL BE LINK SEAL AS MFGR BY PIPES LESS THAN 24"rd T=3/8" t�/I�'{Ny` + •- '� 1. NOTE THUNDERLINE CORP WAYNE MICHIGAN OR EQUAL. PIPES 24".0 TO 30" sf T=1/2" :NTS PIPES 36"0 AND ABOVE T=1" DETAIL AJ 4,. METHOD "B" THESE SLEEVED PIPE DETAILS 4. PROVIDE ESCUTCHEONS iN FINISHED SPACES. PROVIDE FLEXIBLE COUPLING WITHIN 6'-0" NTS) v ARE TO BE USED IN DRY WALLS AN� ?,I , 5. PROVIDE DUAL FIRE RATED MECHANICAL SEAL ASSEMBLIES OF FLOORq �t)TONLY. EXCEPT AS NOTED. WHEN REQUIRED BY FIRE PROTECTION DRAWINGS. NOTES:„�' a Y ; '- €,E r 4 Il r STEEL F X F X F WALL PIPE, SIMILAR • �• ( ` I; A +,} .. ( t ,'t, ,, FOR PLAIN END PIPE 1. CMU UNITS, CAVITY WALLS AND BRICK TO BE MORTAR rz,f [ , WALL PENETRATION IN NEW WALL WALL PENETRATION IN EXISTING WALL PIPE SLEEVE (WET FLOOR) .*: a 1 t FILLED IN THE PROPOSED LOCATION OF ALL PIPE ♦.................i••r•e I nF (ii PENETRATIONS PRIOR TO CORE DRILLING OPERATIONS. RODNEY W CHAPIN % ^ a"-rl Na L AE DETAIL AF DETAIL AG DETAIL AH,� J �L f�'1' L : f ( L 2. CAULK AND SEALANTS USED IN CHEMICAL ROOMS SHALL ';en_NTS NTS _ NTS _ NTS - - BE COMPATIBLE IN ATMOSPHERES CONTAINING FUGITIVE 1••�.iST�� ' `''.i I„b EMISSIONS OF THE CHEMICAL STORED AND/OR FEED FROM ylf to *' , THE ROOM. PROVIDE SUBMITTAL INFORMATION IN ACCORDANCE �� �t WITH DIVISION 1 SPECIFICATIONS.".A '�1 .y,lrl '! - - - 'rsl .•, I 5+{t F,J i ir. li DESIGNED BY: V C. SOWELLS PROJECT NO 19863r 926 i ! FILE NAMEt MPl' bT100 S. BAKER ' p RAWN BY:CM STANDARD AL h,r C. SOWELLS I SHEET LITTLE CEDAR BAYOU WWTP t FJI ..a SHEET CHK'D BY: mnwlNn cdonoperallons S ARD MECHANIC CROSS CHK'D BY: ; SLUDGE HANDLING FACILITIES IMPROVEMENTS R. CHAPIN DETAILS I APPROVED BY: CITY OF LA PORTE. TEXAS Mz t i ,u,;Y` .m REV .BATE' DRWN (IHKD REMARKS oATE {i c r,} DUNE 200 ' rt,'y1 fJ.. '',. 'I .' i t�'r'i 'Y, !/ .. l':1,1 '.:fv, .. ,. - - - .rif r.',? �fi.Ses.l�:s`•: i. cc IJ m Q cc d Iy— W 0LL mZV) :3G 0 a w N or:3CLa o_O�Q NJt/)Cn N w N N N f➢ 0 w 0 m z zE • a 'm Fi 0 � N m a 0 n b C E F H r ftN s tj B D G ;: ,.:• r'e t':,i{pie, `sr h,Ye#�}, r i . It SIZE OF VALVE -WIT Ft - TYPE OF VALVE (t, t r t ,t 42 ALL LETTERS TO BE BFV ENGRAVED 1/8" DEEP NON —POTABLE WATER TYPE OF SERVICE tt ., •. ., S 1, 7 y y. 0 O O O DIRECTION AND ' ' 41 ,{ '.. 0 0 NUMBER OF TURNS. _ _ - .:, , .,. tt , 'r 4tl (r{,.,• TO OPEN TO SUIT VALVE CLASS O O • n' i :; °t4a I 125 FLANGE OD TYP STANDARD VALVE R (TYP) 0 O 2'-0" x 2'-0 STEM, CASING, AND COVER K) D O NOT : D I \ I N , 4,� r'! ' I �y w e �f O O SQUARE CONC. PAD SEEDETAILSFA 8 FB. THIS SHEET N , • , etl, r�. !. 0 0 =il I FOR WASH DOWN ONLY. �f s` { I,I ( t t v VALVE BOX TOP SECTION (— I I' �It y«` SIZE FOR TWO FLANGE O O ro WITH COVER *, fat j THICKNESS PLUS THICKNESS N COLORS: BACKGROUND SHALL BE OSHA SAFETY YELLOW, All = OF SEISMIC TABS _ = I — — — — _ _ _ " im LETTERS SHALL BE RECESSED BLACK SEIMIC TAB (TYP-)_ __ - — — _ 41N I CONCRETE CRADLE -NOTES: , i , a, r , , „ arl • �,, MATERIAL RESOURCES, INC 120' i �< FOR VALVES I2" I STANDON MODEL S96 OR _ _ 1. FURNISH 8 INSTALL THE ABOVE SIGN ON ALL PROTECTED t.; f THROUGH 30" : EQUAL, ALL DELMATS9L TYPE (2500 PSI MIN) PLANT WATER LINE HOSE STATIONS. ATTACH THE SIGN TO THE, f 3�tF 304L SS (TYP) HARDWARE 8 MOUNTNG BRACKELSTRUCTUREi GUARDRAIL OR POST WITH STAINLESS STEEL o 1t yg2. FURNISH ONE SIGN 8. RECEIVE APPROVAL FROM OWNER PRIORa'NON—SHRINK HIGH — 112" MTO ORDERING REMAINDER OF SIGNS. STRENGTH GROUT 3. SIGN SHALL BE ALUMINUM BACKED AND SHALL BE AS 4"x 4• x 12" LONG 12" MIN STAINLESS STEEL EPDXY MANUFACTURED BY EMED CO,INC OR EQUAL. J ANCHOR BOLTS (4), MIN PRECAST CONC POST I/2" PIPE 2 — #4 BAR {c + A ,r r ( 6" EMBEDMENT (TYP) NOTES: DIAMETER (TYP) 4. SIGN TEXT SHALL BE PRINTED 1N ENGLISH AND SPANI§H. )tr ,y SIDE VIEW FRONT VIEW 1. VALVE IDENTIFICATION SHALL BE PROVIDED FOR EVERY SIDE VIEW t"' 9tr BURIED VALVE ON THIS PROJECT. 5. CONTRACTOR TO SUBMIT WATER' SIGN SHOP DRAWING PRIOR',' TO FABRICATION. FLANGE CRADLE SUPPORT I�,,: ' VALVE BOX PAD AND IDENTIFICATION BURIED VALVE INSTALLATION. WATER SIGN. BB DETAIL BC DETAIL BD DETAIL BA DETAIL NTS _ NT6 , t; ,, ;.: A NTS NTS i Ir 2 C ' i((%0 .. at rIr !r "U" BOLT, GRINNELL FIG 137 OR srs EQUAL. WHEN USED WITH PVC OR i µ ix FIBERGLASS PIPE, PROVIDE STEEL; 1 t SHIELD AROUND PIPE AT 'U' BOLT WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC 'A' DIA DUCTILE 4'ti v IRON BASE 316 SST ADHE;03ENERAL ° ELBOW ANCHOR, MINDIA WITH TWO (2) NOTES) (TYP) MIN BAR 1 1/2'.St I/4 PIPE ++ I,ilud (SEE NOTE 1 3• B` DIA SCH M t CLA P, WHEN'USEO WITH „ 40 STEEL PIPE PVC -0R FIBERGLASS PIKE t ° — -- -- HOT DIP GALVANIZEDSHIELDx ` C =AROUND PIPE AT CLAMPf WITHAFTER FABRICATIONTOEMATCHANGE LOOSE FIT WRAP COPPER r 1/4 TUBES WITH 2 j WIDE STRIPBASE ELBOW C OF RUBBER FABRIC .'17;' / WITH 4 BOLTS a / I 'E' DIA / z DRYPACK °' 4 316 SST ADHESIVE i // / WELDED STEEL BRACKET, CAPSULE ANCHORS zo GRINNELL FIG 195, 199 a // PROV DEETER WASHERS9AND / OR EQUAL HEX NUTS FOR LEVELING / °v DUCTILE IRON ELBOW 'A' DIA 3/4" 316 SST ADHESIVE STEEL ELBOW v ° CAPSULE ANCHORS (TYP) (SEE GENERAL NOTE ON SHT MZ-t) 1/4 ° / NOTES — 'B' DIA SCH I GALVANIZE ALL PARTS AFTER FABRICATION. 40 STEEL PIPE WHERE SUBMERGED OR LOCATED OVER ,U. ELBOW DIMENSIONS IN INCHES 'A' DIA 'B' DIA 'C' THICK 'D' SO 'E' DIA 4 2 3/8 6 5/8 6 2-1/2 3/8 7 5/8 8 4 1/2 9 5/8 IO 4 1/2 9 5/8 12 6 1/2 11 3/4 14 1 6 1/2 11 3/4 16 1 6 1/2 11 3/4 18 8 1/2 13-1/2 3/4 20 8 1/2 13-1/2 3/4 24 8 1/2 13-1/2 3/4 30 10 3/4 16 7/8 36 1 12 3/4 1 19 7/8 42 16 3/4 23-1/2 1 48 18 3/4 25 DETAILrs:, �w It fytil 3• O j , Y o: o TO IT bIt 4 ';{ A i NOTE GALVANIZE ALL PARTS AFTER FABRICATION. WHERE -- SUBMERGED OR LOCATED ON OR ABOVE TOP OF WALL OF HYDRAULIC STRUCTURE OR CHEMICAL AREA. OR AS SHOWN ON DRAWINGS, PIPE CLAMP, WASHER 8 SHIELD SHALL BE TYPE 316dPl Iklr STAINLESS STEEL. i'rti .• (�� {1�-t II -z PIPE CLAMP FOR INDIVIDUAL PIPES a — WATER, STEEL SHIELDS, BRACKETS. BOLTS, AND BOLTS ARE TO BE TYPE TYPE 316 SST. 1/4 1 { . NOTES NTS 1'� I MATERIAL FINISH TO MATCH PIPE. 2 ALL SHEILDS, BRACKETS, BOLTS, AND 1 §4,Iv . , HARDWARE SHALL BE TYPE 316 SST WHEN "'' 2 SEE GENERAL NOTE ON SHT MZ-i. n 5,'* I�y r �..'. ! II a.7`(sly ?'t,91; USED FOR SUPPORT OF SST PIPING. <.:—1�,, DRYPACK Y I yi5jt 4 316 SST ADHESIVE 3 BRACKET. 'U' BOLT AND EPDXY ANCHORS CAPSULE ANCHORS FIt c,t✓;" t;, 1` ' SHALL BE FRP FOR SUPPORTS IN CHLORINE E' DIAMETER AT 90° PROVIDE WASHERS AND FACILITY. HEX NUTS FOR LEVELING C*•:. ? •� ,ro-„ ,e, W SUPPORT PIPE ELBOW s,.:.t...+.. i D...j: PIPE BRACKET STEEL ELBOW ROI�NEY W::CHAQINr i DETAIL gE DETAIL BF �..y+..��` 1 , NTS - NTS MIN •�,/jjS.T}tE;�•" .+�h4?i}� { t' it 1'4�asiit,�`rIua ,-,.ram •U;, a,,9.. ). i..• N DESIGNED BY: ' C• SOWEILLS t a DRAWN BY: S. BAKER FILE' fJMEtli�y�}1��iI? M LITTLE CEDAR BAYOU WWTP u:!0. SHEET DHK'D BY. C. soWELLS STANDARD MECHANICAL I ,t,sH�'H`�f�: N rolimfitIn9,en9!"dn9•cN�N�on•oPmtlam. SLUDGE HANDLING FACILITIES IMPROVEMENTS {� ,DETAILS II ' ` ,. ' t,. , M CROSS CHK'D BY: R. CHAPIN f - M :' r, APPROVED BY: Q•A��CITY OF LA PORTE, TEXAS �. REV. JUNE 2002 NO- DATE DRWN CHKD REMARKS DA E: S. r �, � ' 7�t Me ' P.�� F'� c41(�n'���f a 1't b4,t r'xi(3nl'}14"lo-%�t�pja` r /7 p : n 141' , 'y'rS, ,l''f 1: tiff;i 2j lhi� 1 o F (��(�`i II,�SI +! 1$ l� '•.�'{ ,� F `•• A � B C D E - � - Jr���{j - - 'I w IL Z N hW �N ui m m ED G OLL a _m 0)? m J o �aZ 4ZLu ow W=Wrh o w0 N MIL $_024 c�JMCG. a • ' I l fill I' , lR � 1 - t' STEEL WALL SLEEVE INSIDE FACE OF - EXISTING WALL ' GROUT WALL SLEEVE IN PLACE :.. .... FILL VOID WITH NON —SHRINK c. c• GROUT NEW PIPE 1? - D+14 rF(, LESS THAN 16" D+18 st 5/16" 16" AND GREATER /4'O.D. /4' INTERLOCKING SYNTHETIC MIN. g.. PIPE 9" RUBBER LINK -TYPE SEAL < F- a a GALVANIZED ANCHOR BOLTS n' o '' IV o o< SEE DETAIL p + aNOTES: (D� M _ o PROVIDE 120' CRADLE SUP, 1. TYPICAL FOR PIPES 3 AND LARGER THROUGH EXISTING BLOCK OR CHAMPER (TYP.) CONCRETE BUILDING WALLS IN DRY D= NOM. DIA." THICK x 4" WIDE (d6")-95r' AREAS ONLY. 1/16 } THICK x 6" WIDTH (16" AND' GREATER) 2. OMIT SLEEVE FOR PIPES UNDER 3". ni CLR. PAD DUROMETER 50 of o ® CONTRUCTION JOINT OPTIONAL #4 DIAGONALS E.F. TYPE "A" cAPsuLE ANCHOR TYPE "B" to TYPICAL WALL PENETRATION Z #4 ®10" E.F. (MIN. 3 REQUIRED) j it ,, #4 ®10" E.F. (MIN. 3 REQUIRED) r; DETAIL (EXISTING WALL) a POUR AGAINST UNDISTURBED (, WITH 2 NUTS EACH: NOTE - u. EARTH ! SIZE TO SUIT FLANGE. 7 " UNDER VALVES, METERS OR OTHER SPECIAL APPURTENANCES, A r (TYP OF 4 AT 90') FABRICATED SUPPORT PIECE MAY BE UTILIZED AS ACCEPTABLE DETAIL CC 1/16" (SEE GENERAL NOTE TO ENGINEER. 7/16" ON sHT Mz-1.) ADJUSTABLE PIPE SUPPORT NITS- CLR. i MIN. fn n ' DETAIL CA TYPE 1 " NTS'4 lip SEE EXISTINGNTS WALLF D+14 2 LESS THAN 16" D+18 ps I 5/16" 16" AND GREATER /4"O.D. /4' 1 _ 4 - D�1/8" HOLES I ° 4 9" PIPE E NUMBER 8 SIZE OF HOLES I / MIN. PIPE STRAP BOLT CIRCLE = OD PIPE < <' & CIA OF BOAT CIRCLE IS SEE DETAILe O FLANGE + 2 1/2" MIN w n YstJ TO FIT STANDARD ANSI 125 LB i • < GROUT FILL WITH ) J 1,, r FLANGE DRILLING - SEE PIPE a4 , NON -SHRINK GROUT z t ROVIDE 120' CRADLE SUP. : MFR'S DIMENSIONS ... ( CHAMPER (TYP:)4 ® 10" E.F.PRENE PAD SEE TYPE ,11"`#4 ®10" DOWELS E.F.1/16" EQUALLY SPACED. 3 REQUIRED)j...(MIN CLR ., CONTRUCTION JOINT ZtO4 DIAGONALS E-F. PIPE SIZE PER LOCATION UPOUR AGAINST UNDISTURBED4 10" E.F. (MIN. 3 REQUIRED) EARTH - L� n o n' #4 ® 10" E.F. #4 ®10" DOWELS E.F. 1/8 1 CLR. INSIDE FACE OF WALL MIN. TYPE „2„ MACHINE FINISH ALL EDGES NOTES: NTS O.D.+14 ?.1 OF STEEL PLATE 1. CORE DRILL HOLE TO ACCOMODATE PIPE DIAMETER PLUS 1" GROUT NOTE ALL AROUND FILL WITH NON -SHRINK GROUT FLUSH WITH CONCRETE. 5/16" /4'O.D. /4' 3: FOR PIPE 6"sf 8 SMALLER, USE (2)3/4"� TIE RODS MIN. PIPE THRU EXISTING CONCRETE MIN. fNE FOR PIPE 8"� & LARGER, USE (4)1",d TIE RODS MIN. PIPE STRAP WALL BELOW GRADE SEE DETAIL�pPROVIDE 1/16" GASKETSDETAILc��tn z F VIDE 120' CRADLE SUP. EACH FLANGE FACE (TYP) NTSHAMPER (TYP.) FLEXIBLE COUPLING ( #4 ® 10" E.F. NEPAD lit HEX NUT 8 LOCK WASHER } TYP ALL BOLTS EQUALLY SPACED PE "1" #4 ®10" DOWELS E.F+ (MIN. 3 REQUIRED) CLR. o.F. PIPE FLANGE BOLTS ARE CONTRUCTION JOINT I T #4 ® 10" E.F. I TO EXTEND THROUGH FLANGES MIN. 3 REQUIRED) • `�' 8 THRUST RINGS (OMITTED FOR CLARITY) I 1/2T 1/2T POUR AGAINST 4 FLANGE SHALL BE INTERMEDIATE UNDISTURBED �� �� 4, — DRILLED AND TAPPED FLANGE/WATER STOP TYPE 3 Et FOR STUDS - EARTH { i ` PIPE DIAMETER CLEAN OPENING OF NTS AND MATERIAL DEBRIS AND APPLY ..: �.:.:: NOTE: VARIES BONDING AGENT TO •,,` CARRIER PIPE AS DRY AND CLEAN SURFACE USE PIPE SUPPORT ON CONCRETE S, LS SHOWN ON PLANS — PRIOR TO PLACING GROUT ORAGROUTS. ROVIDE #5 ® 10" 1 J' 0 DRILLED CONCRETE PIPE SUPPORT DETAIL et 5,1 } C' I CUT OPENING IN NON -SHRINK GROUT HOLES 8' DEER Y EXISTING WALL OR *AS SHOWN FOR PIPES 16" DIAMETER OR SMALLERrhx 4t ).:• ,o t , I FLOOR SLAB AIT S ; , I e REQUIRED FOR NEW WALL PIPE EXISTING CONCRETE DETAIL CF 3 n• SMITH GLAIR RESTRAINT PLATE SIZED PER } — 2-3/4" PROJECTION SMITH BLAIR INFORMATION APPROPRIATE WALL OR FLOOR SLAB , h TO PIPE SIZE & DESIGN PRESSURE. USE - - NTS A MINIMUM OF 4 TIE RODS. STEEL PLATE THRUST RINGS. I At6- p THICKNESS TO BE AT LEAST AS rHICK As PIPE FLANGEFOR 12" DIAMETER PIPE 8 LARGER * *1 es j WALL PIPE TO BE INSTALLED ............ .� . , , , .• 4m t, THRUST HARNESS FOR . FLEXIBLE COUPLING r .RvbUNEY WM CH N 1'li DETAIL CB CE DETAIL NTS _ NTS - �K �� ` , F t: t ' 4 t t it 'fell11'3. . 2 ) C. SOWELLS� PROJECT NO 19863 319 6 , n , y, DESIGNED BY: - MPPb.T1 DRAWN BY: S. BAKER FILE NAMEi ,z1�4L t LITTLE CEDAR BAYOU WWTP STANDARD MECHANICALSHEET; SHEET cHK D BY: SLUDGE HANDLING FACILITIES IMPROVEMENTS DETAILS III nn /� conmMng•eng}nmrfng•constmctlon-opmtlons i y'�� I i•Jt t % i ' W• �%tt/oW+. + t C1 3YS r CROSS CHWD BYt BY CITY L POR TEXAS a},r REV';. APPROVED Y OF A TE. , , �,� DATE �.DRWN CHKD - REMARKS.. ----- .- _- DAiE JUNE 2002� - ftr' , q „ m ; , ry� t 7 'U' BOLT PIPE SUPPORT it t ' GRINNELL FIG 259 OR I EQUAL r , ADJUSTABLE PIPE SUPPORT: GRINNELL (+','"Lij �' l • o i FIG 264 OR EQUAL I�,B, ,B, IIIt y, in.A. 150 LB THREADED. A — t1 ! 3 o s' ,C. REDUCING FLANGE, C- o GALVANIZED M1, sx j = 1" MIN — , F DRY PACK 1'• , ' 6" MIN <, 316 SST ADHESIVE SIMILAR TO TYPE A j ADJUSTABLE P]pE SUPPORT APPROX DIMENSIONS IN INCHES PIPE SIZE T—A " B I F C D MIN D MAX 2-1/2 2-1/2 1-1/2 9 8 11-1/2 3 2-1/2 1-1/2 9 B-1/4 11-3/4 3-/12 2-1/2 1-1/2 9 8-1/2 12 4 3 2-1/2 I 9 10-1/4 14 6 3 2-1/2 9 11-5/8 15-1/4 8 3 2-1/2 I 9 13-5/8 16-1/2 10 3 2-1/2 9 14-5/8 18-1/4 12 3 2-1/2 9 15-5/8 19-3/4 14 4 3 11 18-7/8 20-3/4 16 4 3 I 11 19-7/8 22-1/4 18 6 3-1/2 113-1/2 21-1/4 24 20 6 3-1/2 113-1/2 _ 23-1/4 25-1/2 24 6 4 13-1/2 26-1/2 28-1/4 30 6 4 13-1/2 29-5/8 31-1/2 32 6 4 1 13-1/2 30-5/8 32-3/4 36 6 4 113-1/2 32-5/8 34-3/4 A B C D E ; I IL U) HW F MU O LL mZU) i J 0 Z OQ�v 10U_cm U).; ti_j —WLu cmrg(La =MOE< N _1 U) = IL 1/4" GUSSET PLATES (4 EACH) 15" RADIUS. 9" RADIUS /\ 1/4" ALU PLATE / u,F \ 1/4" ALU PLATE (� r UNION 1/4" RADIUS (TYP)/ HOSE_ RACK UNIONto I TOP VIEW AIR -VACUUM AND WELD GUSSET PLATES / �� fP TO PIPE &ALU PLATES —/ AIR RELEASE VALVE 4"=FL.G D AIR VACUUK11 ANb ` N - AIR RELEASE o 4' 150 16: BALL VALVE WITH X' m BLIND FLANGE s ". F ( zt 1-1/2" 6" 1-1/2" DRILL AND TAP SCREWED END �t F 4' ECCENTRIC PLUG t FOR NTP NIPPLE 5/8" DRILL SCHEDULE 80 STL NIPPLE- VALVE # as 3" ALU PIPE I I �� (4 HOLES) �_ SIZE PER AIR -VACUUM AND AIR -RELEASE VALVE (TYP 4" FLANGED c OUTLET, OR _ . OF 2) WELDOLET WITH ( t 1/2" ALU PLATE co �— m WELD NECK FLANGE WELD TO PIPE 4" FLANGED io GALV STEEL PIPE .. t' 0 0 �r OUTLET OR TO DRAIN SUPPORT . �.. 4 >�" SERVICE SADDLE AS NECESSARY SEE NOTE GALV. STEEL PIPE TO NEAREST DRAIN 4-I/2" x 6" 9" SUPPORT AS NECESSARY SS EX P a .>\\���\ \��� \ \\ ��\ 0/1\ SECTION F-F / MAIN PIPE AIR GAP / AIR GAP kti 14" DIA MAIN PIPE HUB DRAIN, SCRUPPER, CONCRETE NOTE: OR DRAIN SUPPORT S' NOTE: FOR STL PIPE, USE HUB DRAIN. SCRUPPER. €q FURNISH 100' OF 3/4" ID RUBBER HOSE THREADOLET OR HALF OR DRAIN ;, I AT EACH YARD HOSE STATION HOSE SHALL BE DESIGNED FOR COUPLING 150 PSI WORKING PRESSURE 8 SHALL HAVE TWO CORDS OF TIGHTLY BRAIDED REINFORCING 8 FLEXIBLE NEOPRENE EXTERIOR THAT RESISTS OIL, TYPE L GREASE, ABRASION 8 SEVERE WEATHER CONDI- TYPE 2 TIONS FOR INDUSTRIAL USE BOTH ENDS OF HOSE AIR RELEASE AND VACUUM SHALL BE THREADED, ONE END MALE. ONE END FEMALE PROVIDE A TYPICAL RUBBER COVERED SPRAY NOZZLE WITH SWIVEL TYPE ADAPTORS, DETAIL DB YARD HYDRANT HOSE RACK OR EOUAL, LEVER ACTION, RATED AT 150 PSI DETAIL DA NTS NTS gtr{ v )> z v SUPPLY LINE (TYP) 3/4" P WATER SUPPLY a �{9 SHUT OFF VALVE SEE NOTES 2'-0"t�, CAST BRASS SPLIT RING 3/4" HOSE BIBB, TYP a'o ' fd SEE NOTE 4 1/4" � 304 UNION (TYP) WALL HANGERS PRESSURE GAUGE OR _ • • PRESSURE SWITCH SS EXPANSION o PIPE SUPPORT }tY' (REFER TO SPECS) GLOBE VALVE (TYP) GALV U BOLTS BOLTS (4 REO'D) 3/4" HOSE BtBB, TYP ,pb (i EACH SIDE SEENOTE 43/4" HOSE BIBB, TYP ^ STAMLESS STEEL OF PIPE> a I/8 SEE NOTE,4�"NOZZLE HOLDERI/8" THICK tGALV STL PLATE 1/8SIZE AS REO'DSNUBBERRASS RESSURE(o PLATE io(.. PIPE CLAMP, TYP a 7 1/2" SCHEDULE 40 GALV STEEL PIPE FROM LAST TEE OR ELBOWaSEE NOTE I �::'FLOOR9.,in S.S. PROTECTIVE ` DIAPHRAGM FLOOR 1/2" BALL _ Yt 511L5 VALVE i NOTES: I `� i HOSE RACK AND RUBBER HOSE DESCRIBED ON THIS DETAIL SHALL BE PROVIDED IF SO (/2" BALL VALVE o ( I P�1J NOTED ON DRAWING UNIT SHALL BE FABRICATED FROM 1/8" A-36 STEEL PLATE AND HOT DIPPED e' GALV AFTER FABRICATION I 2 FURNISH 50' OF RUBBER HOSE (BOSTON INDUSTRIAL WATER OR EQUAL) ay s+{r is AT EACH HOSE STATION HOSE SHALL BE DESIGNED FOR I50 PSI WORKING PRESSURE s I X (/2 3/16" NEOPRENE EXTERIOR THAT RESISTS OIL. GREASE, ABRASION AND SEVERE WEATHER 300 lb BUSHING CONDITION FOR INDUSTRIAL USE BOTH ENDS OF HOSE SHALL BE THREADED, ONE t'' ( END MALE, ONE END FEMALE PROVIDE A RUBBER COVERED SPRAY NOZZLE WITH SWIVEL TYPE ADAPTORS. (STRAHMAN MODEL 70) OR EOUAL, LEVER ACTION, RATED AT 150 PSI 1/4" THICK 3 INSIDE DIAMETER OF HOSE SHALL BE SAME AS HOSE VALVE r t, ?: Grt tiX PIPE STEEL STAINLESS d 4 PROVIDE VACUUM BREAKER-BACKFLOW PREVENTER (NIDEL 34H) OR EQUAL 1" - 300 lb HALF CPLG -WELD 70 STEEL' ` PIPE OR TAPPED CONNECTION FOR DI ru m. NOTE: STAINLESS STEEL€' HOSE RACK 3/4" HOSE (50') o USE DIAPHRAGM SEALS AND VALVES FOR ALL CHEMICALS. A. �: : SEWAGE, SLUDGE AND OTHER L.IOUIDS CONTAINING SOLIDS o FINISHED FLOOR 1 - - +far, r ,yl I,t'+✓:9(�+ INTERIOR HOSE STATION PRESSURE GAUGE OR SWITCH WASH HOSE STATION "B" f* ' I.; *.�i' �''°' 3 DETAIL DE ...... ...7�..:+..,...,., 3 DETAIL DC I WI NEif �NAt�IN s m a NTS DETAIL DD NTS _ ,,,�'3,),. NTS _ - - t t �1.('� �-.'[S'"fF?�"•�x?j,` k b sI 1 n, W DESIGNED BY: C. SOWELLS)�?�y:1 �t,�''4C u'.U•s. a ! m,• DRAWN BY: T. GENTRY ( ' 1 PROJECTfNCirzR!€19$6t�196e� LITTLE CEDAR BAYOU WWTP 1( FILE ,NgMEif)inivey'��t[4' m m SHEET CHK'D BY: C. SOWELLS mnmhfn9•en9,n"rin9.ro�cuon•�dan: SLUDGE HA STANDARD MECHANIC CC)n CROSS CHK'O BY: R. CHAPIN HANDLING FACILITIES IMPROVEMENTS A�Ei+5. , CITY OF LA DETAILS V m 'REV. APPROVED eY:. p,¢lOut� PORTS TEXAS , DATE DRWN CHKD REMARKS . DATE: JUNE 2002 ' ____ , L D E F G H 1 rt t�t I l,. PVC TRUE UNION VALL VALVE OR DIAPHRAGM ALVE FOR SODIUM HYDROXIDE SERVICE Il SCH 80 PVCP. REDUCING BUSHING iI (IF REQUIRED) (TYP)•; — - �? ANCHOR BOLT ` r OR EXPANSION _ - DIM AS REO'0 ANCHOR - I GATE OR VALVE BY MFGR STEM 1" FEMALE COUPLER SCH 80 PVC PIPING a QUICK DISCONNECT FITTING (SIZE AS SHOWN (SEE NOTE 1) ON DRAWINGS) ' ' o v � 1" SCH 80 PVC NIPPLE ; I c a I) IIIIII V, PVC TRUE UNION BALL VALVE OR DIAPHRAGM „• ADJUSTABLE CAST' — --- VALVE FOR SODIUM HYDROXIDE SCH 80 PVC IRON STEM GUIDE W/ SERVICE REDUCING BUSHING SST. BOLTS AND a (IF REQUIRED) SCH 80 PVC f` NUTS AS REDID BY oa TEE i. MFGR i MIN 3/4" DIA SST ANCHOR — BOLTS, NUTS AND WASHER. It I SIZE. LENGTH, AND THREAD PROJECTION AS REDID BY MFGR f: I" FEMALE COUPLER i VALVE OR GATE STEM GUIDE QUICK DISCONNECT FITTING SCH 80 PVC PIPING (SEE NOTE 1) (SIZE AS SHOWN F DETAIL EA I ON DRAWINGS) a 1' SCH 80 PVC NIPPLE N NTS W z N �+ NOTE m i FEMALE COUPLER SHALL BE PVDF W/ SST CAMS AND BE COMPATIBLE WITH PROCESS 2 u FLUID AS MANUFACTURED BY THE DYMAX GROUP, PLEASANTON, CA., OR EQUAL a n: x Z FLUSHING CONNECTIONS FOR CHEMICAL FEED SERVICE - , DETAIL EB o o n Q� a ¢ i NTS -,, I LOCK SHIELD VALVE (SIZE AS NOTED) 1 1/4" FLOW SWITCH FLOW CONTROL DEVICE STAY OPEN BALL VALVE HANGER ROD SHALL BE SECURED k` ,�, TO STRUCTURE MEMBER i�•I Sk gip. CLEVIS TYPE HANGER 'glEi STANDARD VALVE STEM, CASING, AND COVER EMERGENCY SHOWER STANDARD VALVE HIS SHEET WALL HANGAR r. SEE DETAILS T STEM, CASING, AND COVER ! SEE DETAILS THIS SHEET !. PULL HANDLE t 0 3/4" d p BODY/FACE H W w m a SPRAY HOSE w ) 1/4 PIPE O.D. w x V _ d WASH J 11 z EYE UNIT z ' , Q a C \ c~wi mm F R' Z = 0 .. t 12" MIN. o 1. m Z N o `CONCRETE CRADLE 0 o w CONCRETE CRADLE m ZQ o ¢ FOR ALL HORIZONTAL 12" MIN. FOR VALVES 12" W W LL ! ', VALVE SIZES AND LARGER N w N >p 12" MIN. (2500 P.S.I. MIN.) I (2500 P.S.I. MIN.) i- ti 12 MIN. j cnca ", r, HORIZONTAL VALVE INSTALLATION VERTICAL VALVE INSTALLATION iR :• DETAIL EC DETAIL ED NTS _ NTS NOTE- ,' YY.,,. +(°i 1 DETAIL FOR TYPE B ES/EWU NOT SHOWN. SEE SPECIFICATIONS +G�� r•, r if ;'`,:-; { FOR BOTH TYPE A AND 1 N{ i C _:�i'r W�r r;.'.ik rfe �. yd I .' '"• - : JL tti EMERGENCY SHOWER AND EYE WASH UNIT (ES/EWU) - TYPE „A,. ............,...a..a:�Hy, 'i, l(1 7}t y •r ( `, <.. ) RODNEY Wi �t r, �.�,y �`c t4 •t , t': !,fq , - s..N i �f1flNi / {i):1 i MM _ - DETAIL _ s:8�V14 j '�-, �i +� _. _ •"i .I ti,�.:j, ft,t � � it r; E E NTS y�. } :. tip p. �C <c ! r'i t :, ' f x_ 2e t i I I PROJECT• NO i' , Kt{tY �3 .. .. DEstBNED BY: C. SOWELLS � (#• .. DRAWN BY: T. GENTRY FILE:NAME:. MPPDT103 LITTLE CEDAR BAYOU WWTP • I T,�•,y[Q�,', :'.ryly. %!Y 5tn V , _ C. SOWELLSI - STANDARD MECHANICAL ir,.:.:, SHEET CHK'D BY. coniuMn9•en9lneer(n9•conrtmction•operatlons >'$HEtT� ��i I't,t n f M tl r71 t f,m. + , : I CROSS CHK'D BY: R. CHAPIN i ,) SLUDGE HANDLING FACILITIES IMPROVEMENTS CI APPROVED BY: . DETAILS V 2: flu ct..� CITY OF LA PORTE TEXAS REV, _ DRWN CHKD REMARKS DATE: JUNE 2002 , , L lv , uu I t I.:t i'1 d.. , r _. � ,. .F. sr•:u � i ." t)L' cc W 0 z a I- w J_ O LL mZV) J F- G Z OQ5 o L) > �JaWW o. 0 o 02Q a�us_,a B C E F G ,.: : } '.q;i1�1��I , r .t�•'i <' , H i N yy, LIMIT OF PAYMEN (MAX) EARTH UNDISTURBED y� LIMIT OF PAYMENT,u:'t, (MAX) _.._ r/•// // r r/ M% — \N /e . \ ff .•O 2 ' t ': , � ta4�� ,ti.; t9a, to IrYna::aS .y\\j\/\/\/\/\//�///\r / \//\//\//\// ° �e °\ \� r \ ` MIrV q•!J .. .; ,. ,. ,r: � i' �� I � x� I ,' � fl /'; o. O UNDISTURBED ; :; ,' t I' t� p a EARTH5h .e' \\.. _. H p'G:e'e / .°.°. a /\/ •-' :: t , a,+ {7 'Sau.. is til ,t; 906 RT EAH URBPD 3 IV-\/ %\v \%\> Q :.o\jf\ )( r,', :) UNDISTURBED EARTH /\\\!/.` UNDISTURBED MJN NOTES D AMETER OF PIPE. "OD"=OUTSIDE DIAMETER EARTH (TYP) \\��\\�\\�\\\� 2 '(tr til ''ich OF PIPE. REACTION BLOCK DIMENSIONS MAY BE - 2 ti i'1 rt vl`r� 1, 3 D"x3 D" 11 1/4 22 1/2? o.- f '}+ MODIFIED IN THE FIELD BY THE ENGINEER DEPENDING ON THE SOIL BEARING PRESSURE. LIMITS OF PAYMENT (MAX)20 LIMITS OF (MIN) PAYMENT 1 PAYMENT MAX ELEVATION = OVERBREAK ELEVATION -UNDERBREAK r SHEET � {,, f�i r�1��3`) UNDISTURBED o z / METAL 3 .•D..J2 EARTH (TYP) MIN .4 .,OD"+12" MIN \ \ MIN D f r7Ito a a a ' a z\/� j\�\\�\j\ /\\\\/ E^= tla3 ••• tom••' \\� e.'° G e /� 4'-< "N. —�'' //C/re a n' °• - e .. \ \ Z / �a // REACTION BLOCK \ \ \ \ \ \/ 3 #4 BARS /\�\/\///\/%/j/ EQUALLY 2.500 PSI CONC i I \ MIN (TYP) UNDISTURBED SPACED CROSS 8 PLUG 3 I'D" MIN EARTH (TYP) 2.500 PSI ; 3 „D" CONC (MIN) 3 "D" MIN 7,1� (TYP) UNDISTURBED L; SECTION M[N EARTH (TYP) tits (I,ii,, SECTION — OVERBREAK SECTION — UNDERBREAK fi ' nn"trj THRUST BLOCKING ! i DETAIL NTS R f}„j} SAWED JOINT (SEE NOTE 1) DOWEL (TYP)> 2" MIN HMAC EXISTING ASPHALT DOWEL (TYP, USE DOWELS (USE DOWELS AS i iy IFt4t SURFACING SURFACE EXISTING CONCRETE BEND BACK STEEL TO ORIGINAL 2' MIN HMAC AS PER NOTE 1) PER NOTE 1) T' J SURFACE POSITION AND SPLICE SURFACING EXISTING ASPHALT 2" MIN HMAC FI s . ,fitI (SEE NOTE 2) SURFACE SURFACING EXISTING ASPHALT SURFACE ? 3: ° •o•b°o . o•o • p. °. o•o,a •0°9 , ' ° ° • o•o o• . b•o o• . b• :.: : e .• 0 0 0:•0 0 0.. . ° o.. ° .. .o .. o o .•o 0 0.. o:. ° p:. . n ° .� a e °.•n.•°.• a p •0 •a••—.°— w-•� r-�a••: 'dTa_r�n'+�5,^e ' e ' '•e n . . n . . e . . n . . e . :4 A y it j :r• �: ''.i .p . n e n e n •. � . e n • 3 , �. 0 I 18 ... .....,:::• 18' a b a .' 18" a; 1 w , EXISTING 2^ 't VARI BLE :':: EXISTING SUBGRADE ' ,. 18 ` ' •' EXISTING SUBGRADE EXISTING 2' 19, ' • r3 z FLEXIBLE BASE ; :::).::..:: 4.-->• ..:: :..-.::.:..:. :.. , 2 NON -REINFORCED •e• EXISTING SUBGRADE a ' • e '. ! , z m ':{:.;'%':::::[ is:. i.:. 12" CONCRETE,?�:b: w :: BASE REPAIR SHALL BE MADE WITH SELECT BACKFILL MATERIAL ,:::.:. . , .,:.; -_:;. EXISTING 2 b - 1. " EXISTING w o FLEXIBLE BASE MATERIAL PER VARI BLE': SELECT BACKFILL MATERIAL NON -REINFORCED t8 SPECIFICATIONS E AL :. vARi CONCRETE ... :.........:... :- .. (STING W z I EDGE OF TRENCH - ::..:........::.:... REPLACED CONCRETE SHALL BE 12 EX SUBG P ::VARI • EDGE OF TRENCH IN ACCORDANCE WITH EDGE OF TRENCH REPLACED CONCRETE SHALL BE T BACKFILL MATERIAL , 1r z ;.. :. ,.. :.,.,:: - IN ACCORDANCE WITH SPECIFICATIONS REPLACED GONCRETE' S s `.,%• SP CI HALL'8E: E FICATIONS ::,,, +•'. SEE NOTE 3 EDGE OF TRENCH i z PIPE EMBEDMENT AND BACKFILL PER ':i`;`y. ::'''` ( ) :_,:.:;;'.,} IN. ACCORDANCE WITH.:SPECIFICATIONS sl ma COH STANDARD SPECIFICATIONS (SEE NOTE 3) PIPE EMBEDMENT AND BACKFILL PER SEE NOTE 3 %t' * i' PIPE EMBEDMENT AND BACKF LL PER :.::.:;:. ,"..:.: `•:': _._ P'.:... , .'. ( ) - 1 l 1,y m — COH STANDARD SPECIFICATIONS COH STANDARD SPECIFICATIONS PIPE EMBEDMENT AND BACKFILL PER " j' ;}?1 VARIABLE I VARIABLE COH STANDARD SPECIFICATIONS f i. ? 4 �4 111qt 0 o FOR SIZE AND SPACING FOR SIZE AND SPACING t w OF REINFORCING OF REINFORCING kr ' SECTION VARIABLE (SEE COH STANDARD DETAIL) (SEE COH STANDARD DETAIL) VARIABLE OF REINFORCING n SECTION SECTION (SEE COH r STANDARD DETAIL),: j �. A I g C SECTION D tt �iT 41 REPAIR OF FLEXIBLE BASE PAVEMENT -- REPAIR OF REINFORCED CONCRETE PAVEMENT REPAIR OF NON —REINFORCED CONCRETE PAVEMENT REPAIR OF NON -REINFORCED CONCRETE PAVEMENT WITH BRICK IF`# • { , y NOTES: staff 1. EXPOSE 16' OF REINFORCING STEEL AT PROPOSED SAWED JOINT. IF NO REINFORCING STEEL I„ � EXIST, .USE HORIZONTAL DOWELS. HORIZONTAL DOWELS SHALL BE #6 BARS, 24" LONG, 24" C-C, , , r�, t� � E�• N DRILLED AND EMBEDDED 8" INTO THE CENTER OF THE EXISTING SLAB, WITH "PO ROC" OR EQUAL 11d ` 7 v 2. IF REINFORCING CONCRETE IS OVERLAYED WITH ASPHALT, REPLACE WITH 27 MIN HMAC SURFACING. .^, 3. CENTER REINFORCING IN SLAB THICKNESS. , , a PAVEMENT REPAIR F.� � _ I -. .. `._ , _ .•,':.;.jam �p k :.5 .j + `+}�1t '�5 r y ,, - _ .G 1nH 6iuii • 'ii1i...« �i� ); �i rtYuY� ail11 , DETAIL EB >.,.. 3:• ii ai. NOT TO SCALE ffpr �R , 8101Io � i . a o !. J ;d a t riff }: ,. -I S. i,,•lr r`•ftf.`y )Y1 . � •.:2r f i"; •a i ' .R# r�� DESIGNED BY: C. $DWELL$ - - ..::: • ,i ' � ii1 . , f P i y a: 1'r ' I I� k. - E 1•.to a T. GENTRY' ,(r 4, "'{''yyy, s+`R.,, r� i M f DRAWN BY: thI I, aY'�1t PROJEGT ( Cm LITTLE CEDAR BAYOU WWTP r' I, Fll NAt��rY 1 RRfiriYYY� # m SHEET CHK'D BY: C. DWELLS y m=MnB•mBineering-mnshuceon-opmtfo•s STANDARD MECHANICAL ;... LD cRoss CRK D BY: R. AcHAPIN . SLUDGE HANDLING FACILITIES IMPROVEMENTS , t i P. ' �t'k'a. - _, ;; tyti�� �It A DETAILS - CITY REv. PPROVED BY: OF LA PORTS. TEXAS '�t•fi DATE DRWN CHKD m REMARKS m t i NO. DATE; JUNE 2002 !, t 1 e } a - s + �il 8t, t txil i+ry. 1 t: �i. p, .., .' `. . • � '.. 1 ,_... ''I' :iit. 'i. Su:. ,:V.P3iy.11N4 iq FINISHED FLOOR SURFACE � ROUGH FLOOR SLAB FLOOR DRAIN STRAINER `I 1 MIN 36" SQUARE FEMALE I" PLUG VALVE (OR AS SHOWN) QUICK CONNECT I e B�00�[] ❑DODO❑ e e f I COUPLING (SIDE MOUNTED) f BLIND FLANGE TAPPED FOR NPT - MATCH INV HALF CPLG INSTALL BEFORE I PIPE IS LINED LEAD PAN OR WATERPROOFING MEMBRANE CLAMP PAN TIGHTLY t INTO DRAIN COLLAR 1" CLOSE NIPPLE (OR AS SHOWN) DRAIN BODY POURED IN PLACE - RECESS { 1/2" BELOW ROUGH fj FEMALE SLAB SURFACE i QUICK CONNECT CPLG. KAMLOK ORti EQUAL (INSTALL FOR AIR AND WATER) (END MOUNTED) * CONTRACTOR TO PROVIDE P-TRAP §� ,' i FOR ALL FLOOR DRAINS v } FLUSHING COCK FLOOR DRAIN i DETAIL GA DETAIL GB t NTS - NTS - Li w PVC WATERSTOP ;fit } RING ON PIPE o i D ( i a 2" MIN 2„ MIN - � occ r Q O O r`Y %, PVC PIPING H it REDUCING BUSHING D TO CHEMICAL PIPE SCH 80 PVC SIZE WHERE REQUIRED WALL PIPE NOTE: Fa! I ALL CHEMICAL PIPE WALL PENETRATIONS I, SHALL BE 2 INCH MINIMUM DIAMETER. IF k CHEMICAL PIPE IS LARGER THAN 2 INCH. { .. THE WALL PIPE SHALL BE THE SAME SIZE ,J k. AS THE CHEMICAL PIPE. j. t NEW WALL EXISTING CONCRETE WALLxa; PROVIDE PREMOLDEO r't' ADHESIVE WATERSTOPS AS SPECIFIED IN SECTION 03250 q a r , PVC WATERSTOP RING ON PIPE �.: 2" MIN o : ° 2" MIN F r e LU �_Q PVC PIPING „ s 0 W Q O ^ o It ' ..� I L PIPE SCH 80 PVC REDUCING BUSHING ° I m Z U) =o a ( f j; 4, TO CHEMICAL e . WALL PIPE Q Z o ¢ i.}r SIZE WHERE REQUIRED s " ta7r, g NON -SHRINK W Q W 7itr i( CEMENT GROUT o C) _ > �N- ROUGHEN SURFACE I, ' N W O G t.7 APPLY EPDXY ADHESIVE JOOSW O ? Q Y;; ) . NOTES N (n d j(3't J v I CORE HOLE THROUGH WALL APPROX SAME DIA -- ? AS 'OD OF WATERSTOP RING. CHIP "CONC BACK e ADDL 2" ALL ARND LEAVING EXIST REINF -Till. f =r EXPOSED. 2 ALL CHEMICAL .PIPE WALL PENETRATIONS SHALL I+` BE 2-INCH MINIMUM DIAMETER. IF CHEMICAL PIPE IS LARGER THAN 2-INCH, THE WALL PIPE SHALL BE THE ft SAME SIZE AS THE CHEMICAL PIPE. 11 W•� , , t EXISTING WALL M i s„ !pp a ' CHEMICAL PIPE WALL PENETRATION - i RODNEY W:'CHAPIN Yr�, 'Yi {xi; �) ? I WITHIN COMMON STRUCTURE I � _ i ' ' 81014 � � , 4rI• DETAILroc NT3. o r s PROJECT NO 19863 31926 z , - DESIGNED BY: C. SOWELLS I i DRAWN BY: P. BULOT FILE NAM MPPD. C104 SHE y�, r r -' LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL OR SHEET CHK'D BY: C. SOWELLS ( mnsuMn9•en9lnee,tn9• con ctton•opmtlons m N SLUDGE HANDLING FACILITIES IMPROVEMENTS I i m CROSS CHK'D BY: R. CHAPIN �� DETAILS V �( 7 t CITY OF LA PORTE, TEXAS ! MZ---♦ D col APPROVED BY: REV`` DATE bRWN CHKD REMARKS DATE: JUNE 2002I,rt» No a MW W z Q F- � a w 0 m �Q z z¢ 00LL a Q t9 U) m J Z0 0 Oz� a¢ L) > `� U) a N LLJ 2 �a t0i1 . a e c D - E F H a' I GENERAL STRUCTURAL NOTES , DESIGN CRITERIA GENERAL CONDITIONS REINFORCING STEEL CODES: - STANDARD BUILDING CODE (LATEST EDITION) ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL, AND SHOP REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. MASONRY STRUCTURAL STEEL ; , } DRAWINGS AND SPECIFICATIONS. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. -DESIGN COMPRESSIVE STRENGTH DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL - SANITARY STRUCTURES: ACI 350R "CONCRETE SANITARY ENGINEERING REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OF MASONRY AT 28 DAYS I'm= 1500 PSI 8E IN ACCORDANCE WITH THE LATEST'AISC SPECIFICATIONS AND THE ' STRUCTURES" THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL OTHERWISE NOTED: WELDED WIRE FABRIC ASTM A185 - ALLOWABLE STEEL STRESS DESIGN DRAWINGS. PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE - CONCRETE CAST AGAINST EARTH " 3 I's 24,000 PSI ALL ALL STRUCTURAL STEEL-ASTM A36 - OTHER STRUCTURES: INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE INSPECTION IS REQUIRED FOR ALL MASONRY WORK. ALL PIPE: ASTM A53 GRADE B REINFORCED CONCRETE ACI 3U "BUILDING CODE REQUIREMENTS FOR CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK. - FORMED SURFACES IN CONTACT WITH SOIL, 2' SEWAGE, WATER OR EXPOSED MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL L ALL PARTS OF 60NNEC116"; THE FABRICATOR SHALL DESIGN AND. DETAIL ; STRUCTURAL CONCRETE" FOR ALL ITEMS EMBEDDED IN TO WEATHER REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES NOT FULLY_ DETAILED ON THE DESIGN_ DRAWINGS. THE NUMBER OF TS MASONRY ACI 530/ASCE 5/TMS 402 "BUILDING CODE OR PASSED THOUGH CONCRETE, THE CONTRACTOR SHALL INITIALLY REFER TO MECHANICAL, HEATING, AND - FORMED SURFACES NOT EXPOSED TO WEATHER (ACI 530.1/ASCE 6-99/TMAS 602-99). ;BOLNS AND OTHER SIMILAR ELEMENTS SHOWN ON THE DRAWINGS ARE PICTORIAL. ONLY. REQUIREMENTS FOR MASONRY STRUCTURES": VENTILATION DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL OR IN CONTACT WITH SOIL - MATERIALS INSTALLATION REQUIREMENTS FOR THESE ITEMS. - SLABS, WALLS, AND JOISTS i" - SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER' ;, al '. - AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO BLOCK: CONFORM TO ASTM C90 - GRADE N, TYPE 11 TWO -CELL, FOR REVIEW. - THE ALUMINUM ASSOCIATION, ALUMINUM DESIGN MANUAL 2000 PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND - -BEAMS AND COLUMNS 11" 12"x8"x16" AND 8"x8"xl6" (COMPRESSIVE STRENGTH,- GROSS AREA 1000 PSI) WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION, AND OTHERS. LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX DESIGN LIVE LOADS: NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS - MORTAR: CONFORM TO ASTM C270, TYPE S, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - 1800 PSI. UTILIZE TYPE BOLTED CONNECTIONS SIZE AND LOCATION OF EQUIPEMENT PADS AND ANCHOR BOLTS SHALL APPROVAL. it CEMENT AND TYPE S LIME. - PROCESS RELATED STRUCTURES BE PER EQUIPMENT MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND - MAIN CONNECTIONS: 3/4" DIA ASTM BOLTS. HOLES: 13/16" DIA , ;+ N ANY EQUIPMENT THAT MAY INDUCE VIBRATION THE STRUCTURE SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS. - GROUT: CONFORM TO C476, COARSE GROUT. MINIMUM COMPRESSIVE CONNECTIONS SHALL BE "BEARING" TYPE WITH THREADS EXCLUDED $_ STAIRWAYS 100 PSF SHALL BE ADEQUATELY ISOLATED FROM THE STRUCTURES. R STRENGTH AT 28 DAYS - 2500 PSI. FROM THE SHEAR PLANE. ; WALKWAYS 120 PSF PROCESS SLABS ON GRADE 200 PSF ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS ON GRADE SHALL 8E AS FOLLOWS: - STEEL: DUR-O-WALL OR EQUAL JOINT REINFORCEMENT AT EVERY THIRD = SECONDARY CONNECTIONS: 3/4" DIA (UNLESS NOTED ASTM A307. )' ,+r,r TO BE TYPICAL AND SHALL BF CONSTRUCTFn Tn AaciV Tn AniV cuu,AD COURSE (24" D.C.). BOND BEAM AND FILLED CELL REINFORCEMENT As . ' "` GRADE A BOLTS. S< FER SUPERIMPOSED DEADLOADS SITUATION ELSEWHERE ON THE PROJECT, EXCEPT A WHERE A DIFFERENT DETAIL IS SHOWN. - ROOFS AS NOTED STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT - FLOORS AS NOTED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. WINDLOADS MINIMUM REINFORCING PER DRAWINGS (ASTM A615, GRADE 60). - ALL CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS.. CONSTRUCTION GUSSET PLATES SHALL BE A MINIMUM OF 3/8" THICK. ' - ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING LINTEL BLOCK OR TIE BEAMS. THICKNESS 6" 8" 10' 12'-16' 18--22" 24' REINF. EACH WAY f AT12' /5AT12' 4 AT12' f5AT12" /6AT12' #7AT12' LOCATION CENTER CENTER EF EF EF EF - BASIC WIND SPEED 130 MPH PRECAST PRESTRESSED CONSTRUCTION - MAX. CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL r - IMPORTANCE FACTOR 1.15 OR COLUMN POURS IS TO BE 8'-0'. THE CONCRETE FOR FILLED - EXPOSURE C ALL PRECAST PRESTRESSED MEMBERS SHALL BE DESIGNED BY A REGISTERED CELLS SHALL BE RODDED OR PUDDLED DURING PLACEMENT TO INSURE fi ,fiu"j - DESIGN PRESSURES: PER SBCCI SECTION 1606 REQUIREMENTS PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN ON THE COMPLETE FILLING TO THE BLOCK CORE. 2 DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE -SEE STANDARD DETAILS AND ARCHITECTURAL DRAWINGS FOR LINTEL CONCRETE 28 DAY STRENGTH SPECIFICATIONS. EQUIPMENT LOADS SHALL BE CONSIDERED AS REQUIRED. REQUIREMENTS OVER OPENINGS. `, 1I - CONCRETE FILL AND DUCT ENCASEMENT 2500 PSI I CONCRETE - PROVIDE CLEAN OUT AND INSPECTION 13LOCK OUTS IN CELLS - CONCRETE OVERLAY SLABS AND PAVEMENT 3000 PSI CONTAINING REINF. - COLUMNS, BEAMS, SLABS, WALLS AND FOOTINGS 4000 PSI' - PRESTRESSED CONCRETE 5000 PSI ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN SITE AN ACCORDANCE WITH ACI 318 REQUIREMENTS (LATEST EDITION). PLAN J f FOUNDATIONS ALL CONCRETE SHALL BE AIR -ENTRAINED WITH 4000 PSI COMPRESSIVE NTS ` STRENGTH AT 28 DAYS U.O.N. EMS77NG BLDiVER BUILDING - ALLOWABLE BEARING PRESSURE FOR SPREAD FOOTINGS OVER , -SUBSURFACE PREPARED AS PER SPECIFICATIONS : 1500 PSF WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED — GEOTECHNICAL REPORT IN SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPIATE CURING COMPOUND AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS Eyln-N�Raa GEOTECHNICAL REPORT BY EARTH ENGINEERING, INC. DATED APRIL 23, 200E ARE REMOVED. scup OtGESTg :� INTERPRETATION OF THE CONTENTS OF THE GEOTECHNICAL REPORT IS THE a RESPONSIBILITY OF THE CONTRACTOR. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF BASIN NO. f GtILOEtpE_ coNracr BASING UNLESS OTHERWISE NOTED. t FLOTATION .CONSIDERATION THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE i 1- =0 LOCATION OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE STRUCTURES WERE DESIGNED TO BE NON -BUOYANT AFTER THE STRUCTURE DRAWINGS. BASIN NO. 2 DIGESTED S PLACED INTO SERVICE; THEREFORE, THE STRUCTURE MAY BE BUOYANT SLUDGE PUMP DURING CONSTRUCTION, GENERAL CONTRACTOR SHALL PROTECT ALL STATION THICKENED SLUDGE "> STRUCTURES (NEW AND EXISTING) FROM FLOTATION DURING CONSTRUCTION ELT FILTER PRESS CONCRETE DRIVE AND PARKING sa.jt REGARDLESS OF GROUND WATER LEVELS, UNTIL STRUCTURES ARE PLACED IN - FEED PUMPS OPERATION. - - — c AEROBIC '3 ,. SWDGE DIGESTER SLIIQ.GL "a; 'k BASIN NO. 3 ABBREVIATIONS a SHEET INDEX o $ »! BASIN NO. 4 LUD VALVE STATION ❑ 5 (, .ry AL, AEU, ALUM ALUMINUM MIN MINIMUM S-1 STRUCTURAL NOTES, KEYPLAN AND SHEET INDEX AN ANODIZED MO MASONRY OPENING S-2 AEROBIC DIGESTER -BASE SLAB PLAN _ 1 BUILDING MISC MISCELLANEOUS S-3AEROBIC DIGESTER T STRUCTURE PLAN _. ._. BLDG _ p k BOT BOTTOM NF NEAR FACE - / S-4 AEROBIC DIGESTER -SECTIONS CJ CONTROL JOINT NTS NOT TO SCALE S-5 AEROBIC DIGESTER -ENLARGED DETAILS CMU CONCRETE MASONRY UNIT OC ON CENTER S-6 AEROBIC DIGESTER - MISCELLANEOUS DETAILS ; T Li CONC CONCRETE PLF POUNDS PER LINEAR FOOT S-7 FILTER PRESS BUILDING - FOUNDATION PLAN CONST JT CONSTRUCTION JOINT PM PRESSED METAL S-8 FILTER PRESS BUILDING - BASE SLAB PLAN rRETAINI.N., RUCK ? CONT CON�{TINUOUS PROJ PRESSURE TREATED S-9 FILTER PRESS BUILDING - ROOF FRAMING PLAN D WA RIN e I DING OADING " r,.. r DIA DIAMETER PROJECTION S-10 FILTER PRESS BUILDING - SECTIONS CANOPY PSF POUNDS PER SQUARE FOOT S-11 FILTER PRESS BUILDING - ELEVATIONS - CMU REINFORCEMENT „ p DWG DRAWING PSI POUNDS PER SQUARE INCH EF EACH FACE S-12 FILTER PRESS BUILDING -FLOOR PLAN PTD PAINTED S-13 FILTER PRESS BUILDING - ROOF PLAN EJ EXPANSION JOINT RO ROUGH OPENINGEL ELEVATION S-14 FILTER PRESS BUILDING - ELEVATIONS 0 SPECS SPECIFICATIONSEW EACH WAY S-15 FILTER PRESS BUILDING -BUILDING DETAILS EXP EXPANSION SS STAINLESS STEEL S-16 FILTER PRESS BUILDING - TRUCK LOADING CANOPY FE FIRE EXTINGUISHER STD STANDARD SD-1 STANDARD DETAILS 1 _ u. O FF FAR FACE STL STEEL SD-2 STANDARD DETAILS 2 t7tERA71tJN Bt%ILDlNC Flip FIBER REINFORCED PLASTIC REINF REINFORCEMENT ( SD-3 STANDARD DETAILS 3 FTG FOOTING TB TIE BEAM SD-4 STANDARD DETAILS 4 0 ❑ HORIZ HORIZONTAL T&B TOP AND BOTTOM HP HIGH POINT T/STRUCTURE TOP OF STRUCTURE .a,�.*...,,., 0 0 0 ❑ I { ID INSIDE DIAMETER TYP TYPICAL I '"•.., '^ Il — 0 JT JOINT UN UNLESS NOTED LP LOW POINT VERT VERTICAL MAT L MATERIAL WWF WELDED WIRE FABRIC13 MAX MAXIMUM + *; #+F BILGIN ERELt 881 Li ,k , , DRAM B : M. CEONAR cDM Camp Dt+CB w & McKee .: DRAM BY: M. LEONARD t +I SHEET CHK'D B MONTEMAYOR cmav/tMy LITTLE CEDAR BAYOU WWTP PROJEC ! ND 19✓�6 31s�26 ' ' =s}x@� FILE NAME 5=01 l%°�°STRUCTURAL ES T2j ar, caoss cHKD eY: B. EREL ,au�° opwath„I SLUDGE HANDLING FACILITIES IMPROVEMENTS N' APPENoIx is • REV. CITY OF LA PORTE, TEXAS p .-�+ NO. DATE DRWN CHKD REMARKS APPROVED BYSEPTEMBER 2002 YT- LAN AND SHUT 1 INDEX ,.: ♦. 1 4l,, t � x1�N aN �w V O LLL m Z H Z W �ZM O U = � CV ti J im W W O J a. (! O O m Q N J U) =, G. i H Z o m z to m w 0.¢ 0 0 I i o 0 i 1 r 1 I I a I I Z n rn F Lu Fm a Q J z =y I OLL too mZU) Uzi a uj i"N. i m N J p 2 W c :3ac9 c�OMa a�mca' I 2 S-4 1 —6 y 84'-0* 87'—Ow A T/ STRUCTURE PLAN PLAN 3/t6w=I'-0• DESIGNED BY: M. COUGHLIN CDM camp Dresser & McKee DRAW BY: M. LEONARD LITTLE CEDAR BAYOU WWTP SHEET CHWD B1=._MONTEMAYOR 9 �,ra�,,9 �wtan„�rratl. SLUDGE HANDLING FACILITIES IMPROVEMENTS . CROSS CHWD BY. B. EREL operorrons _ APPROVED BY: B. EREL CITY OF LA PORTE, TEXAS REV. N0. DATE DRWN CHKD REMARKS DAMSEPTEMBER 2002 .anew rr ru Iv m" otmtv+n:- SITUATIONS ON THE PROJECT, EXCEPT WHERE A .DIFFERENT DETAIL IS SHOWN I, 1 4l y`C�LI fAf iAl u {6( { •' it t4AitSY `yi I 1,. , Y�ytj,,t - JI it , 1 , x V _ YP WALKWAY UPPORT BRACKET ik;tl , i� S ' G� 1� ny ar ' 1 + , �tfjYpgt��1�Mp iq } a 1 ARM It t 7H ul tt3Tt t 1t f it ar N }� :+ 'it + U it,l If 3 , 2 , , } _ r+ I �± c' i BILGIN EREL .. I ..:: .. at. 88893 G .0 slS PROJECT Ntl -1014 i1926r NLE NAME S 0 Iii AEROBIC DIGESTER APPENDI)i T/ STRUCTURE PLAN ' � n t> ' F°,l"V tt 1 1 . _ ,^ t� 1 ll s'•4 itl.u.vi. di .,L,I a w m z 0 0 m w Z f-W u� a w O LLLL a • a _m JF ?o a°W oa: w z a UJ 00 > ? NwNOVi n r J 13 R w c .1a(D o�O2Q a�U)=n cc Q cr 5 w Z F- {NLI a w 0 z Z E � V a Oa ate_ �ml �w mze) o¢ ¢ < ul a cl z w 4 W 8 a COX>� N Ul N tiJpa.W jl or-.1(L 02Q N�tico. f I F E O C A B I n 1 Y REV. I DATE I DRWN I CHKD NO. 0 18W1 WALL 18W 1 3'-2" NOTE: 1— FOR CORNER BARS SEE DWG. _ a � DETAIL A 3/13" DESIGNED BY: M. COUGHLIN CDM C=p r & MGKCC DRAWN BY: M. LEONARD �/ �`uY OR G0m'�6 SHEET CHK'D Bl;- MONTEMAYanylneerM"9) 4 =atrvc8onng CROSS CHWD BY' B. EREL operoHara APPROVED BY: B. EREL REMARKS DATE SEPTEMBER 2002 WALKWAY REINF. 12" T&B, EW —4 AT12" RT 'AT12" )RIZ a O 5'-0" I _ WALKWAY REINF. l #5AT12" T&B, EW #9AT12", VERT #7AT12" HORIZ IL 0 #9AT6" OWLS O WALL 18W2 WALL 18W3 WALL SCHEDULE G H a Y� WALKWAY REINF. #5AT12" T&B, EW 5'-0" 74- EL 25.50 t F'_ ti fgAT1 , VERT 00 �F ( /7AT12" HORIZ OD OC nJJ � , r F 3:I #9AT6" OWLSt r _ F x' 1 ' ul 7 j} EL 7.00 4 WALL 18W4 , ..I. , . ,aryl r • :r ALUM 3 [I GRATING `t I 87'-10" a ` r " 1 6'-6" 8" t'} #3 ANCHOR BAR EQUALLY E� 25. 0' SPACED (QTY. 3) STD. HOOK BOTH ENDS A. EL 24.00' 4 ® EL 5' " #5AT10" �a ;. T&B/EW FORM SAVER DOWELS SECTION LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS #5AT6- VERT & HORZ #5AT6" T&B/EW W✓ EL 25.50• iJ„ ik .' , STD: HOOKS BOTH ENDS 1BW2 WALL AND WALKWAY .r NOT SHOWN FOR CLARITY , 1' , ., SECTION f H =� 3/8" = 1'-0" s_4 BILGIN EREL � y . ..` 88801-, h, , PROJECT NO FILE NAME S,05Ba91n,''';k r AEROBIC DIGESTER ENLARGED DETAILS x� ✓�. m ml °' rn OLL 4 mZH J 0 Z Z W N L) > � J 13 w W o�O5;Q NJU)=CL. B t� AlU GUARDRAIL SD— 11 1f : ,fir SEE DETAIL ON SD-3 FOR EL SEE "S" DWGS PROPOSED DEWATERING BUILDING SLAB SCHEDULE SLAB SLAB SLAB ID DESRIPTION TYPE DIMENSIONS REINFORCEMENT REMARKS A DIGESTED SLUDGE S2 - 11'—O"x14'—O" #6AT12" TOP & BOT PUMP STATION E W B LUDGE VALVE STA110 S1 6'-0"x 7'-0" #6AT12" TOP & BOT E. W C THICKENED SLUDGE 52 11'-0"x"x14'—O" #6AT12" TOP & BOT BELT FILTER PRESS E W FEED PUMPS r D UNKOWN "M" S2 6'-0"x'x7'—O" �p6AT12" TOP & BOT SEE DWGS E.W o o'v'o'o NOTES S1= 6" SLAB W/ 14" THICKENED EDGE (CENTER REINF.) _ 1—FOR CONCRETE PIPE SUPPORTS OVER 0 S2= 10" SLAB (TOP & BOTTOM REINF.) CONCRETE PADS SEE DETAIL I/SD-2 2—FOR METAL PIPE SUPPORTS OVER S3= 4" THICK SLAB WALKWAY ® CONCRETE PADS SEE MECH. DWGS. DETAIL B 3/8"-1'-0" — f DESIGNED BY: M. COUGHLIN CDM Camp Dresser &McKee t_ DRAW BY: M. LEONARD LITTLE CEDAR BAYOU WW� P SHEET CHK'D B)T• MONTEMAWR mpin'veerhq =nahaaHon SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY: B. EREL opemtlona APPROVED B.. B. EREL CITY OF LA PORTE, TEXAS __.. • *• ...' .......... BILGIN EREL 88893 PROJECT NO. 19863-31928' FILE NAME:iii S OBBaatn AEROBIC DIGESTER MISCELLANEOUS DETAILS APPENDIX S-6 ---- IY W M CD a cc 0 m i a a t=wLj F mo w 1 o u. z as mZU) �2 woz < Lu o,o Z a¢ o oV=>� N W U) U) n W J a C9 o�o�a. ctJOng 70'-4. 7'—g" 7'-10" 7'-10' 7'-10" 7'-10" T-10" 7'-10" 7'-10" 7'-9' GB2 G81 /� \ G82 / \ GB2 / \ GB2 / \ / \ GB2 / \ GB2 / \ GB2 / \ GB1 / I II II II II II II II II II II I I I II II II I it II ii I M I nl I nl I gl gI I II II m�l I I I II II gl I II II gl I II mi I II ml I I I gl gi I I II II II II I II II II I Ii II II II II GB4 /4+\ II GB4 /'i i \ II 9B4 /\ GI II 4 /4+\ II GB4 /�\ G83 / \ BEAM SCHEDULE MARK T/BEAM ELEV SIZE BOT BARS TOP BARS MID —DEPTH BARS STIRRUPS SKETCH SUPPORT SUPPORT REMARKS SIZE TYPE SPA EA END GB1 14.00' 12x24 3#7 3#7 1#6 EF #4 12" OC GB2 14.00 12x24 3#7 3#7 1 #6 EF ' #4 12" OC G83 14.00, 12x24 3#7 3#7 1#6 EF #4 12" OC G84 14.00, 12x24 3#7 3#7 1 #6 EF #4 U 12" OC — REINF. FROM ADJACENT BEAM O � N t 1jry) & G81 .GB2 \ 1383 / \ GB4 / \ GB4 / r-r---�-rrr----\-Trr----�-rr ---�-r rr----\-rrr---�-r f-r- --\-r f-r----\-r r-r---�-r / „r 5,x>.. _. ray . i I I I I I I I I I I I I I tit I II II II II I1 i II II II I � �+� NI ml I ml F "tl I �I I �I i kY g I I g I I I I g I I g I I g 1 MID -DEPTH BARS a /4 L2/4 TOP BARS s, II II II II II II II II 4� +\ G83 /4+\ GB4 /4\ GB4 /\ GB4 /�+\ GB4 /�+\ G84 /��\ G 4 /�+\ GB4 /��\ GB3 /� \ — -- — --r---70 -�-� 4-r-----r----��-� --- �-�-� r---�-� 4-r----��- fir---r-��� r----r ��4-r---�-� STD f->----\-rrr----\�-fir--- \-rr ---� rrr----\-r r-r--- -r--/- -�-r r-t----\�- rr---�-,, // HOOK N I I I I I I I I I a' SLAB I I I I I I I I I 6" TYP BOT BARS 3 TYP COMPRESSION LAP I I I I I I EL 14.00' I I I I I I I I i UNO I I I I I I I I I REINF: #5AT8" T&B, EW �I I �I I a I g l •rl I �I I �� -1 gl I gl I gl I gl I L1 I I I i I I I I I I I I I I I 11 I fir-' I I I I I I I I TYPICAL BEAM REINF GB3 & GB4 I I I i I I i I ,L.q - + \ G84 / \ GB3 / \ GB4 / A GB4 / A G 4 / _ q' GB3/J.\r— G84�/^�\r— G84�/ �-�\ —GB4 �. �r----T'�j ----T �t-- — T ( r-- -(� r----t� --��--�'-\-r' - --\-i--t/-r - - - #5AT16" DWLS #5AT16" DWLS I( I I I I I I ( I I I I I I #5 W/ STD HOOK EXTEND 2'-6" INTO EXTEND 2'-6" INTO i I I I I I I I I I I I I I I I 2'-6" MIN LAP C.M.U. C.M.U. ; ,,,I i r�l I ml I ml i ml I ml I �� m gl I gl I �I I �I I �I I �I i i I I I I I I I I I I I I EL 14.00' II II II II II 1I II II I r T Tto �\ GB1 /�\ cez /�\ cez /� --- �+ -F j — — -- \ GBt / \ GB2 / \ G 2 / \ GB2 / \ G81 / \ o -� r----�-� �-r--- r----�-� �-` GB2 �'�-r----�-� r----��- �r r�►"�-r--- -�-�-r - �- N N 3� 4" CARDBOARD FORM 141 0 4" CARDBOARD FORM z FOR CAISSON 1 2 REINFORCEMENT SEE SECTION 1/— TYP WHERE SHOWN z Z d U o 25'-11" 0 25'-8" ( t9 —g. 1 6" 6—#6 EQUALLY SPACED _ DIA FOUNDATION PLAN ; °r 3/16' = 1'-0" #3 SPIRAL W/ 6" PITCH tii 4 It i W. o SECTION 2 l,{ �gAf ` EL 2.00' yY a 3'-6"lo,�'. DIA. k� 1 SECTION ' -O" - $8893 I k ,11 ' PROJECT NM1Ba63-31926 ti � '4 s M. COUGHUN^ FILE NAME 8-,4 Fbun § DESIGNED BY: a t .. CDM camp Dresser �` McKee LITTLE CEDAR BAYOU wwTP DRANN BY: M. LEONARO FILTER PRESS BUILDING - APPENDIX ��,:•• SHEET CHK'D B)T- MONTEMAYOR. I eo„wnby SLUDGE HANDLING FACILITIES IMPROVEMENTS enylneerp,pl FOUNDATION PLAN . B. EREL conatrvet/an CROSS CHK'D BY: gvmtto„s CITY OF LA PORTE, TEXAS 7 APPROVED BY: B. EREL �; , ktl a•, REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002:, NO.>, �' \ - m N U \ N I C4 C7 m N U 'I fV g i q B B B.1 C AER081C DIGESTER i 71'-4" 1'-6 1' If 47'-0" 20'-2" 1 2 " EXP. JL MAT. COLUMN SHEDULE C1 C2 E 16"x26"-16"/12" 16 x12" 8 #8/ 6 #B 6 #8 TYPE A/B 8 TIES #3 AT 12" #3 AT 12" REMARKS - - STD. HOOK Ct C T WALL EL 39.33' SECTION i 1/2' EXP, JT. MAT. 1/2* " LP 10" SLAB ~ L. 13.25 ' o ' SLOPE .R m t `o SLOPE r r= w HANDRAILS 1/2" EXP. JT. z a z z SEE "M" DWGS 0 16X28 CONC o 0 o v c�i COLUMN TYP 0 w 5 PLACES ui CONST. JT. + CRANE SUPPORT #SAT12" EW,EF Cl EL 300.67r--- } EL 17.50' m �, • - iI II II 1I 1I 1 c1 II II e' C1 II II II II 3 II II II II a II II o w _ 0 `n "` a 1/2" EXP. JT• \�\��� 1 I I I I I i I I 3'-0' I I I I 1 I CONVEYOR .: Ti I I I I I I 1 I 5'-z 1 1 12' 2" I I 10'I-3 " 1 1 12' 2�" I I i I. I I I I -- —,�- - N 1 1 I I I I I I I 11 11 -- - VARIES I I I( I I( - :;, i SEE PLAN Z. `d• 1 ( I I I ( I ( "' T SLAB EL 14.00' . - G BARS. 4 #SAT 1 2" N.I T_- - N ---- —I -1 r-------I------� y' . SHORT BARS- LONG — — 1 —� ---- —I r — -- r---- r— py 1 1 1 I I I I I I I I I 1 1 I I I ? Cl c T c EL 12.00' o I bEL FlL R P Si 1 ( 1 bE FIAR P SS I I 11 11 ( 1 I I I I I I I I I I CONST. Jr. �. i i I 11 1 I 1'.I II II A II r SEE DETAIL I 11 I 2'-4" I 112 I �I I I I I I A I I( HP 10" SLAB 10" 1'-0" 2'-2" EL 13.85' �. i�E� ^�o 4'-0" j .. I I i I I I I N I I �\pll -1 -t— _ ,. RETAINING WALL wl __--------- J t------ 2 _ .CO I -1 I- -� -- r L- -----J �---- -1 - --- - - ---- \�-12x 6 CONc -~ .� - - -- (- -----� I---- -� �-- -) ICOLUMN �;,-TYPE B TrnE B 1 1 xELECTRICAL 1 SECTIONCOORDINA JEDE TAL ( i I I I I I ROOMLOCAT10N99 TH UIPM TMANUFACTURER.Iz 114" SQ. I i� 2 1 I 1 1 CONST. JT. i 4#DWLSPEDESTA 3#31TIES. v—rx8—. vo; JI ILJI� J L---- J L— J — — — — — — — — — — a uGROUT FILL -MIN 2" �--------- NF SE � CURB REI E I-------� �-—)�,SECTION CONC. t;U&B }i SLOPE 1/8" PER FT. SEE PLATFORM (NOTES 1 I I Po E FEED (APPLY BONDING AGENT) EL. 14.00' � t 120 l I I I I i I; I 11 I FILTE RESS I I 1 i 11 I I li I 1 I 1 I ; :� ,;, EL 14.00' .- i 1 ( I 10" SLAB REINF. #5AT8" T&B, EW '{ II 11 II II II II I II I ( I LP 10" SLAB c1 I I I I I I I I I I I I c1 EL 13.25 . BFP SUMP 1 I I I I I I I I I I I I • — SECTION t, T 10 SLAB 1/2" = 1'-O" - EL 13.25 REINF: #5AT8" o a I T&B,EW i T -7�7 ��T7 7 'T/" - } : 3 5-10 EXISTING CONC. SLAB i S-10 PLAN 3/16" L 1' O" ' PLATFORM NOTES: 1= DIMENSIONS OF PLATFORM TO BE 4 , t COORDINATED WITH EQUIP.,MANUF. TO SUIT PLATFORM TO EQUIP. 2- ALL. MEMBERS ARE ALUM. SIZES J ARE AS FOLLOWS: POSTS: 4x4x1/4"- 1/2" BASE PLATE 1, BEAM: Clox1 4 BILG.. ER DIAGONALS: L 3x3x1/4" �t•.. 3- ALL BOLTS: 3/4" SS 8... 't �U PROJECT N0. 19883=31926 i r3e���ft DESIGNED 9Y: M. COUGHIiN FILE NAME: S-08 FPB Base �j DRAM BY* ' M. LEONARD ,CDM Camp Dresser 6� McKee LITTLE CEDAR BAYOU WWTP FILTER PRESS BUILDING xrrr�� SHEET CHK'D BA, MONTEMAYOR „9�,,,rt,� SLUDGE HANDLING FACILITIES IMPROVEMENTS APPENDIX A. B. EREL O0"°r`" r'Of BASE SLAB PLAN cRoss cHKD BY: oP" nrh^°( CITY OF LA PORTE, TEXAS p r3 B. EREL S- S t - APPROVED BY: REV. SEPTEMBER 2002 N0. DATE DRWN CHKD REMARKS DATE 0�0, NJtgC L3x3x1 4 CONTZJ31 , II 71'-4" f 6x8x3/8"PLATE -- 3/16 3 1 _0 1 `_ h Wj2x1 j2"x6• 3/16 K 3 iYP 4T-6" 21'-10" STUD 3 18 �P " wi�5 t6 (i JOIST 6'-0" 6 SPACES AT 5-11"=35-6' 6'-0" 4 AT SPACES AT 5'-5 1/2" o a i� 1 M. L,il GROUT FILL POCKET EMBEDED PLATE GROUT'FILL W/ 2-1 POCKET BOND BEAMS x6"STUDS is LrI Nto 04 -a f0 X L4x4x1/4" � a y , TypTYP JOIST SEAT TYP JOIST SEAT ELEV. ?, v T 1 , SEC ION " SECTION 2 �; 2 3/4 X X X - �t': SEE DETAIL\1 It e , ry S; 2 0--oo d' O N 1 to T to 3/4"0 A307 BOLT k. L4x4x" CONT. W/ DIA SHOWN FOR CLARITY t 6"-EMBED HILTI HIT HY20 OR EQ MASONRY ANCHORS AT 2'-0" O/C W12 , y _ 3 16 TYP 14x3xi/4' wa BRIDGING L1Y4x1Y4W X X X FIELD WELD TO JOIST WHERE 3/16 3� 4 in SHOWN ON ROOF FRAMING PLAN 1 _1 / \ -1V -L,- 2 ,t 3/4' DIA HVA HILTI ADHESIVE/�\�\ ' .; `�� ANCHOR W/HAS A307 ROD OR EQUAL, . x6 - ti,F• (6 5/8to " MIN EMBED) a I N v° X ,1 BOND BEAMS a L274x2)i X3fe y - - - - - - - - - - - - - - - - W/ 2-% DIA ANCHORS 1 L 1Y4 x 1X x X FIELD WELD TO HORIZ BRIDGING WHERE DENOTED AS `X" ON ROOF FRAMING PLAN 3 15'-1O" ( 17'-9" I 23'-1" SECTION 3 DETAIL A i 3/4' _ 1'-0" _ 3/4' = 1`_O _ `i ROOF FRAMING PLAN 1 A 3/16" = 1'-0" 3 B B B.1 A FT, A BOLT ACCESS HOLES. 1 1/4" L4x4xj"x1'-4" W/2 j" DIA ; 6"—EMBED HILTI HIT HY20 OR EQ 1/2" STIFFENER 6 I 1 /4 1 7" i /4 tr .- �- Ci x20.7 W A i ALL T COL ; � � i. • C12x20.7 LINE A ONLY. < NOTE w 1 4cl 1—ROOF DECK: GALV. 1.5 B. 18 GAGE.. WELDING 5/8-DIA PUDDLE: 36/5 PATTERN, W/6 #10 ,1 W18x50 TEK SCREWS SIDELAP FASTENERS PER SPAN. ; 1 W18x50 °• ",. 1/2' NON -SHRINK 4-12 8'x8"x3/8" PLATE <. 2-JOIST DESIGN LOADS: 4 '• GROUT 4-12 SUPERIMPOSED DEAD LOAD 15PSF SUPERIMPOSED LIVE LOAD 25 PSF EL. 30'-8" EL 30'-9 1 WIND LOAD 35 PSF ((NET UPLIFT) 0 �„: dl! '; , 1/2" STIFFENER " CONCENTRATED EQUIP LOADS: PER EQUIP.SHOP DRAWINGS 4 0 + wJ t I) 3/4' DIA A307 :I ( 4 r, , .• I ANCHOR BOLT W I ' W16X4 w. • • I I I i I. '' ' l ,, • / f >I 'I �S. — AND BRIDGING SHALL BE DESIGNED •� I.�•• ,. �•• • . I ` .;.n . . CONNECTIONS A •� � I 3 STEEL JOISTS C E • • ;.a LEVELING NUTS • : a •. • 'a '. '• 4�' • < BY THE JOIST MANUFACTURER. DESIGN CALCULATIONS AND SHOP F TEXAS .. BY STATE 0 TE NG SHALL 8 DAD. SEALED A k, DRAWL • • - REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER FOR REVIEW. 1/2' STIFFENER PLATE r' j. L'. CRANE RAIL SUPPORT AT COLUMNS COORDINATE WITH CRANE 1'-D" BILG.N ER�L MANUF. FOR CLEARANCE LGhI 88893 T DETAIL B DETAIL C DETAIL 3/4w = 1'-0" 5-9 3/4" = 1'-0' S-9 3/4" = 1.-0. Y i s r�l oEslcHm BY: M. COUGHUN ADM(���� MC�CC PROJECT NO 1��8-31928' {��y DRAWN BY: M. LEONARD �'/ _"—"z SHEET CHX'o el�• MONTEMAYOR,«,9 LITTLE CEDAR BAYOU WWTP FILTER PRESS. t3UILDING.. FILENAME S os APB f2ob mymeerhy I APPENDtk SLUDGE HANDLING FACILITIES IMPROVEMENTS CROWCHWD BY: opemtlorre APPROVED BY: ERa I CITY OF LA PORTE, TEXAS ROOF FRAMING PLAN AA B. REV. DATE DRWN CHKD REMARKS SEPTEMBER 2002 Q NO. DATE I �• . " 1 , I s`{s 1 1 f( L c� a 0 w w z a� Z zN W m 0 w =) � z =U zQ a OLL m m Z V) o 4'JZ 0� QZW CC a o uj �WUov� . JAG W �m J IL oGoma I a I.. w �E O LL _mZ(a LL z IQZW TWQWe- tiWfnpU, . _ W LL o o�O�a N J f/) o. tl�tlefNt111i� MMM �rn�lNnl�lsl� �N1�E1siNNlls I!•�IN�I/Nl�un� �tl�tl�Il•ttll• :aQs�l�s�s;e �tl�Nll�tl•t1I>• rn�r>•sr>onl�r>EI Ni�il�llill•i11N U■�n��WUlM �ti�tl tl_ti�Nl®n■NI somas»=ess�l;e Nl�tl�tl�tNt1 �n■�1>•�INNINIII t1IN s�ss�:�s:or= nUN 1■1 !1 n u et11�Nl�l>•n =iilT■i�il �I>•�ri•flon �NI�NI�iNN �tN�INNIN" S=I�S�G�N ��IN��INu r>•orn�l>.Iman si1�il mien I!•�l!•�Iimmn t1�N11�N1�■Ir>•n �tNINI>■�INalEn �NI��1��1■�1>.n OS=I�S�G�N I�NI�tI�tl�iNn I!■�Il■�IN�I!•tinn Nc:N BIKINI nun nun fin" N� r>•�nl�nl���� u a' in n HMMMMI N OR IN�NI�NIsl1�l1 n��tN�IN�I!•� n n IN�N1�t1�t1� n �Qs�as=INs IN�NI�tI�NI� n n��rn�l>•�1>• N n 11•mmmmSN1� nmmll•�l>•�1' n c ::== �e�s=as=� n mmmmmm n n��l>■�rN�rN on Komi Nn ummmmnm n UNNC==sas "mm n t1•�Itl N mmim n Immvm" U u■�!!! �� BMW" N ol " N MIN ummu n mmm nun _III__(- BOND BEAMS I If It t- -4 — — -t--+ — r- --+—r---i--+--f---i--i--i- — — — — _ — III (-- --I- — — _��.I.__ I _ I �.—� 3 TYP. WHERE SHOWN I I I - I 1 1 I I I I I I I I i III I T f I I II I III I I I' I III It --I 1IfI 111 I - � JI_J__1I - I III I I 4 I I I I I 1 I I I I I I I I III I I I III I I I `` i I I I I I i Z - - - --- I ---I - -I---� - I-- --�--l--1--1- I III _ III I I I I I 1 ( I T/ OPENING EL 28.67' -- Ti — — --—-- — — —--�1LI-- — l—_ I1I---I- MID i :30 fill III:� I III I 1 III II [till If w 1 I _ III III - J' II I� I II LI i I N- I i II T/ DOOR EL. 22.67' I II I II xhtIf , I ( 1 1 _ - I I III I I 1 II1 1 __I I I--� --I - I-1- i I --� --- - _- f � I I 1 1 I I-- - - I I'--1-- �-- � 1 ► I I - - -- �'---I-LLI-- _ I I I I I iI I N N xI I III I X II;II . I1 II II II X I I III I _ F- — INTAKE LOUVER EL 16.00' I I III I (I I X III T/ SLAB EL 14.00' I 1 ( I ( I o III I I (( I I I I I I II i1if if T I I III ' ' T/ SLAB EL 14.00' I I III 1 I I 44 1b ' 1 X EAST , SOUTH .NQIES 1-CAST COLUMNS IN 8 Ft LIM MAX......... ELEVATION INTEGRAL WITH MASONRY BILGINEfE „tixf}Ff, ELEVATION SEE DETAIL E ON SD-4; 3/16" = 1'-D" 88803 I s� t up� DESIGNED BY: M. COUGHLIN D ■T�,�pppp} �/l, 4 7�5 ^,,,,,,., �'�"`�'� F�ROJECT-Ntl 1$863 31926 DRAWN BY.- M. LEONARD FlLE,NAME SHEET CHK'o B�?• MONTEMAYOR n ems,; LITTLE CEDAR BAYOU WWTP FILTER PRESS BUILDING � CROSS CHK'D BY: B. EREL «".I - SLUDGE HANDLING FACILITIES IMPROVEMENTS APPENDIX ' APPROVED BY: B. EREL ELEVATIONS REV. cITY of LA PORTE, TEXAS N0. REMARKS CMU REINFORCEMENT S 11 DATE DRAW CHKD .r. DAB; SEPTEMBER 2002 i i I; f6IT Z cc ryW W z ra z Q 0 m w Z CL z N W_ 0 J �V z jz� OLL •> mZU) �N d'-1Z o¢ o uj W a W N a _ NW U)0U) 1 r; �oww o J o- 0 i o�o�a r la r �r 1� ' 1 o- ■ i 3 i i 'I 1 I Y r DATE DRWN CHO Lt DESIGNED M. LEONAM. COUGH uN DRAxN BY. RD CDM camp Dresser & McKee SHEET CHK'D WX, MONTEMAYOR con ItI,, LITTLE CEDAR BAYOU WWTP ongrne:"hg SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHWD BY: B. EREL o°cmekna -- - APPROVED BY: B._EREL - CITY OF LA PORTE, TEXAS REMARKS DATE SEPTEMBER 2002 FILTER PRESS BUILDING FLOOR PLAN BILGIN EREL 1 o- ■ i 3 i i 'I 1 I Y r DATE DRWN CHO Lt DESIGNED M. LEONAM. COUGH uN DRAxN BY. RD CDM camp Dresser & McKee SHEET CHK'D WX, MONTEMAYOR con ItI,, LITTLE CEDAR BAYOU WWTP ongrne:"hg SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHWD BY: B. EREL o°cmekna -- - APPROVED BY: B._EREL - CITY OF LA PORTE, TEXAS REMARKS DATE SEPTEMBER 2002 FILTER PRESS BUILDING FLOOR PLAN BILGIN EREL i 3 i i 'I 1 I Y r DATE DRWN CHO Lt DESIGNED M. LEONAM. COUGH uN DRAxN BY. RD CDM camp Dresser & McKee SHEET CHK'D WX, MONTEMAYOR con ItI,, LITTLE CEDAR BAYOU WWTP ongrne:"hg SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHWD BY: B. EREL o°cmekna -- - APPROVED BY: B._EREL - CITY OF LA PORTE, TEXAS REMARKS DATE SEPTEMBER 2002 FILTER PRESS BUILDING FLOOR PLAN BILGIN EREL 88893 N� ��'...w s ;I JECT NO, 19883-31926 NAME: S-12 FPB Fioo FI APPENDIX a r r S-12 _J an I_ W 3U O U. m Z I— J G Z omm W = W NWNQfn ~Ja'Q1 W c J1G.0 o�02Q N J fn CO. i 0, 4�a a, tl t41.1. I, 4 1( ALUM. FACIA BY ae: ALUM.FACIA SINGLE PLY MEMBRANE SINGLE PLY MEMBRANE HICKMAN OR EQ ` r 4 BSI �. BY HICKMAN O/E OVER 1" RIGID INS. OVER 1" RIGID INS. ROOFING FULLY ADHERED ROOFING FULLY ADHERED o; 2x6 PT WOOD ----------I-----------------------1----------- T------ ----'t-----------T------- -----T-----------T-----------7----------r----------r--------- I 1 I 1 I I I 1 I I 1 1 1 I I I I 1 I I P 1 I I I I I I 1 1 I I 1 I 1 I I I I f 1 1 I 1 1 L 1 I I I f 1 I I I I 1 I I I 1 I i I I I I 1 ( 1 I I I 1 i 1 I I I 1 1 1 1 1 1 1 I I I I I i I I 1 1 1 I I I I I 1 I 1 1 1 1 1 I I I I I I I I 1 I i I I I I I i I I I 1 I I 1 I I I I I I I i 1 i I I I I I 1 F�% 4 1 I -------------------- - 4 x 8 SKYLIGHT (TYP) BY KALWA�L OR EQ. I f I I I I I 1 I I I I 1 I I I I I I I I I 1 I 1 1 1 W a 0 N 1 1 1 1 METAL DECKING I ' I I I 1 I I _--------J-----------"1-----------J----- -----'f-----------J--- O. I DATE I DRWN CHKD I REMARKS ROOF PLAN 3/16" 1'-O" f I DESIGNED BY: M. COUGHLIN CDM ^^mow & mcKee DRANK BY: M. LEONARD 7 MONTEMAYOR cwvauMnp SHEET CHK'D BYOenglnaerhplB. EREL canabaaCROSS CHWD BY:cpe flvnv APPROVED BY: B. EREL DATE: SEPTEMBER 2002 I 4 2x PT WOOD • raF'! .:• yi; is ,4 Tti'. f•� 1� t I r t • IFR't r{ii;� t ;; SECTION 1 SECTION 2 ' : ( iJl ry Yx4 3/4" = 1'-0" 3/4" = 1'-0" H+ • 4� 4 2 aI tryry3ff - _ k �tZ v • 4St1 �. _ 1 - 1 SKYLIGHT` i t:,I utmf 1a 4 +r 2x12 PT „ SINGLE PLY MEMBRANE ALUM. FACIA BY SINGLE PLY MEMBRANE WOOD i 2 OVER 1" RIGID INS. HICKMAN OR EQ. OVER 1" RIGID INS. y ROOFING FULLY ADHERED yg00D T ROOFING FULLY ADHERED - _ ? , r -i rj m. t�'•{�44si1 �4 jl �1 SECTION 3 SECTION - 4 3/4" = 1'-O" - 3/4" = 1,-O. - i- e, n q jCr r tt .. i BILGIN EREL ." r�� J�y i 1I' IRit 'S��C�jn _ s PROJECT No.1986$y',��t�26' FILE NAME: r 5-r�! f,Y>ltbef LITTLE CEDAR BAYOU WWTP ,1. �1 k FILTER PRESS BUILDING aPPENbIxH, SLUDGE HANDLING FACILITIES IMPROVEMENTS ROOF PLAN CITY OF LA PORTE, TEXAS Ib' i fi l:��ht E rT P 7,r l t 7 a ICI 1� r)x t,'f (Fj r21 lI: a J Z L c� Uj Ld o m z Z� • a m I Y EL. 39.33' R .00' T OOR EL 21.33' eINISH GRADE w -- EL. 14.00 `' ¢ EL. 14.00' S Q o0w a S WEST a �. ELEVATION bew .. _ ----------------- ----EOM-- �----�•-- MMMMMMMMMPAINTED ■—EO—MMMM --EOM----F M—MM—EOEOEO --------- ------- —�—Mommo-- MMMMMMMMMMmw MMMM MMMMMMMMON ME EEMMM MMMMMMM MMMMMMMMM /��■ /MM■ MMM i . 1. MM MMII DOOR ■�v■ 01 _MMM --EOM--- ----EOM/. CMU--EO—MEOW ------■• -----MEOW --MMEOM■• -----MEOW MMEOMEO—M• MMMMMMMM• MEEM -MM MEOMMEEMEEMEN WEEMEE mom Mol ■/• OEM �M• : L I MOOF OEM Now - ..-------- • ON ON�—�—�-- NO■MMMMMMM • • • • i ElMMMNEM NO • ON ON ON i • 3/16" - V-0" NORTH ELEVATION 3/16" = V-0" 2 EAST auu I r1 ELEVATION ELEVATION 3/16" = 1.-0. ( 3/16" = 1'-0' i i DESIGNED BY. M. COUGHLIN CDM Camp Dmsw & McKee oRAwta Br: M. LEONARD LITTLE CEDAR BAYOU WWTP FILTER PRESS BUILDING uf„ k SHEET cHK'D BX• MONTEMAYOR �, a,Qf,,,,,�,D SLUDGE HANDLING FACILITIES IMPROVEMENTS ELEVATIONS CROSS CHWD Br: B. EREL CITY OF LA PORTE, TEXAS APPROVED BY. B. EREL REV,: W DATE DRNM CHKD REMARKS DAB SEPTEMBER 2002 F A B C D E F 1 , 1 o: W F- �v O LL mzU) woz QzLu .W=LU, J W U)0� JOrYW -i(La : om< a�tn a 8" CMU 8"x16"CMU-� .� r" PRECAST CONC ROIL -UP DOOR LINTEL '1: HOOD LINTEL � ' LINTEL CMU II •.* rf" y• it �. i ;: •'� i .• �' LLER ROD k SLANT _ o EACH SIDE , 0 COMP FILLER COMP.FILLE I ROD & SEALANT It FRAME STEEL a 1 EACH SIDE a ROD & SEALANT ( EACH SIDE I ANGLE LIP I I 1j OR ALUM) I ANGLE ;s.s - ALUM FRAME DOOR (STEEL INSECT _ ! GLAZING OR ALUM) CC'' " �—�eTte—I SCREEN EQ 2'-3" EQ EQ '4 EQ 1 4" —.— LOUVER ROLL —UP NOTE: GROUT FILL DOOR STEEL DOOR FRAMES &GUIDES DOOR HEAD LOUVER HEAD ROLL —UP DOOR HEAD WINDOW HEAD BIRD AND INSECT o I SCREENS RECESS IN SLAB THRESHOLD SHIM SET IN GROUT SHIM AS REQ'0, "-.— ROD & SEALANT ROD & S I 0 L2x2x1/4" EACH SIDE EACH SIDE • 1/4"x1"z8" LONG ANCHOR , + ^ BARS W/2" BENT ENO AT 18 OC "m " 8" SOLID CMU ` WELD TO ANGLE - -_ 8" SOLID CMU N PAVEMENT EXPANSION JOINT G N w - ROLL —UP DOOR THRESHOLD DOOR THRESHOLD LOUVER SILL WINDOW SILL _ ROLL -UP DOOR z SHIM AS REQ'D, z ANCHOR PER MFR INSTRUCTIONS a MASONRY 'f SHIM AS REQ`D, SHIM AS REQ'D, ROD & SEALANT ANCHOR ROD &SEALANT ROD &SEALANT 8" CMU DOOR j SCHEDULE ITEM NUMBER SIZE FRAMES FIRE �p ui�G HARD— SET N TE ` WIDTH HEIGHT TYPE MAT'L FIN TYPE MAUL FIN DOORS D1 3'-4" 7'-4" 8 HM - A HM- D2 6'-4" 7'-4" C HM - A HM - - 1 LEXAN VIEW GLASS D3 3'-4" 7'-4" B HM - A HM,- D4 3'-4' 7'-4- B HM - A HM D5 3'-4" 7'-4" B HM — A HM. D6 12'-0" 12'-0" D HM — A HM— D7 12'-0" 12'-0" D HM - A HM- D8 12'-0" 12'-0" D HM - A HM- WINDOWS W1 V-4" 6'-0" A HM A HM - - - - W2 1'-4" 6'-0. A HM - A HM - - - - W3 1'-4' 6'-0" A HM - A HM - - - - W4 V-4" 6'-0" A HM - A HM - - - - W5 V-4" 6'-0" A HM - A HM - - - - W6 V-4" 6'-0" A HM - A HM - - - - W6 V-4" 6'-0. A HM - A HM - - - - W6 V-4" 6'-0" A HM - A HM - - - - GENERAL NOTES NOTES ' 1. DOOR WIDTH SHOWN IS ROUGH OPENING AND INCLUDES DOOR FRAME. 2. DOOR HEIGHT SHOWN IS TOP OF DOOR FRAME. HARDWARE SET 1 CONSISTS OF HINGES. KICKPLATE, LOCKSET & CLOSER -HOLD OPEN ARM (STAINLESS STEEL) SEE DETAILS A,B&C ON S-11 FOR HEAD, THRESHOLD AND JAMB DETAILS LIST OF ABBRQAATIONS: AN-ALU - ANNODIZED ALUMINUM ALUM. = ALUMINUM HM - HOLLOW METAL , r ?��SS-,err a r+ Y; .1� { h r '( ilpfil I � 2 � EACH SIDE EACH SIO EACH SIDE s 0 o a 1'-0. vi2- a" [UM-0— DOOR JAMB LOUVER JAMB ROLL —UP DOOR JAMB WINDOW JAMB FINISH SCHEDULE BUILDING ROOM NUMBER ROOM NAME WALLS HS FlN S FINISH FILTER PRESS ® FILTER PRESS; ROOM CONCIF TD CMU ® ELECTRICAL ROOM CONCTD CMU BUILDING ®POYMER FEED ROOM CONCTD CMU STORAGE ROOM CONCm CMU GENERAL NOTES 1--TAPE, MUD AND SAND GYP: BRD. JOINTS 2-PROVIDE "KNOCK DOWN" TEXTURE ON CEILING 3-PROVIDE 3/4" QUARTER ROUND MOULDING AT TOP OF INTERIOR WALLS , 4 � , y t 1 li , DETAIL 7 DETAIL 8 DETAIL 9 DETAIL 1 1/20 V-0' - 1 1/2" = 1'-0" - 1 1/2" = 1'-0" _ 1 1/2" 1'-0" _ u , „ry�1�'I. a, aJr t- SEE SCHEDULE 3 SEE SEE SEE ROUGH ROUGH 4{k N w z (U N m a . =m Z, Z L L 6 SCHEDULE J J J W 7 = t SCHEDULE SCHEDULE SEE OPENING SCHEDULE OPENING 2" 2. 1, SCHEDULE 6" 6" 2" 2" b.I i a N 1� a GLAZING VIEW WINDOW w u W/SAFETY GLASS N w _ _— � y, c! w w PANIC HARDWARE w o00 00o w y V OHO C=C=C= V) _ ' +` In L) r 0 KEYED LOCK SET ROLL -UP o ni I DOOR ,4 FINISH FLOOR TYPE A TYPE A TYPE B TYPE C TYPED TYPE A DOOR TYPES FRAME TYPES WINDOW TYPES 31r NTS NT S NTS i s , SILGIN EREL ' ' 88893Sn y DESIGNED BY: M. COUGHLIN PROJECT ND 19883-3jg76 DRAWN 9Y: M. LEONARD CDM G'SID}1 Dc>esser &McKee FILE NAME 5-15 j�P� ypE LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS APP�Nol1t ,,Is ��U'4�' SHEET CHWD At MONTEMAYOR enyrnee�s,a ( i ��,r�h9 FILTER PRESS BUILDING CROSS CHK'D BY: a ffons APPROVED BY: B. ERELLL f �sn„oT�on CITY OF LA PORTE, TEXAS - BUILDING. DETAILS r DATE DRWN CHKD REMARKS DATE,SEPTEMBER 2002 REV. �,, }r )�t v i V i i s � - I. •, a ;6 i?. r w, ��.: 'v1, ti,d'�, �' � ! 1't�+�,{1iP,i_. , 1 7 a t r♦/ 9 Ni ♦♦1 t1 NO to N! io Ni �♦1 ♦1 ¢� nth �♦1 �1 �♦1 • ®®®ems REMARKS 11 ■ NO n i DESIGNED BY: M. LEONARD CDM Camp Dresser & McKee DRAWN BY: M. LEONARD SHEET CHK'D.BY7. MONIEMAYOR ann�nh�l CROSS CHK'D BY: 8, EREL CO"abiat1on aperotlona APPROVED BY: S. EREL DATE SEPTEMBER 2002 9•_n- 1 WEST ELEVATION 3/16"=1'—O" SECTION 1 3/8"=1'—O" — LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 2'-0" DIA CIRC COLUMNS. 8 #5VERT. 4 #3 TIES I- ...' 8" EW G H I I ' I i I I � 2 ter.. T ;. 2 L,' SOUTH ELEVATION { PRE—ENGINEERED METAL BUILDING FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO DESIGN, FABRICATE, DELIVER TO JOB SITE AND ERECT THE PRE—ENGINEERED METAL BUILDING AS SHOWN ON THE DRAWINGS. SUBMIT TO THE ENGINEER AS PROVIDED COMPLETE PLANS SHOWING SUPERSTRUCTURE COLUMN LINES SET TO COORDINATE WITH CONCRETE DIMENSIONS ¢; SHOWN. INDICATE ANCHOR BOLT SIZE AND LOCATIONS AND FOUNDATION REACTIONS IN KIPS AT ALL COLUMNS. SUBMIT LETTER AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS CERTIFYING THAT THE STRUCTURAL FRAMING AND COVERING PANELS PROPOSED MEET THE DESIGN CRITERIA. DESIGN CRITERIA: ROOF DEAD LOAD: SELF WEIGHT r, SUPERIMPOSED DEAD LOAD: 5 PSF ROOF LIVE LOAD: PRIMARY: 12 PSF SECONDARY: 20 PSF WINDLOAD: 130 MPH BASIC WIND SPEED (SBCCI—SECTION 1606) 3 MANUFACTURERS: BUTLER MANUFACTURING COMPANY, KANSAS CITY, MISSOURI; VARCO PRUDEN BUILDINGS, MEMPHIS, TENNESSEE; OR EQUAL. MATERIALS: FRAMING — PRIMARY AND SECONDARY FRAMING SHALL CONSIST OF WELDED UP PLATE SECTION COLUMNS AND ROOF BEAMS COMPLETE WITH NECESSARY SPLICE PLATES FOR BOLTED FIELD ASSEMBLY. PURLINS AND GIRTS SHALL BE "Z" SECTIONS AND EAVE STRUTS SHALL BE "C" SECTIONS ACCORDING TO MANUFACTURER'S STANDARD DESIGN AND BASED ON SPECIFIED LOADING. DIAGONAL BRACING SHALL BE DESIGNED BY THE BUILDING MANUFACTURER AND ATTACHED TO THE COLUMNS AND ROOF BEAMS. ROOF SYSTEM — THE BUILDING ROOF PANELS SHALL BE PRECISION ROLL FORMED MR-24 PANELS AS FURNISHED BY BUTLER MANUFACTURING COMPANY OR EQUAL. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE GALVANIZED STEEL (80.000 PSI YIELD) G90 COATING CONFORMING TO ASTM A525. GUTTERS, DOWNSPOUTS AND TRIM PIECES ARE TO BE STANDARD PRODUCTS MATCHING THE EXISTING BUILDING AND INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. r: PAINTING: ALL STRUCTURAL STEEL, PRIMARY AND SECONDARY, SHALL BE SHOP PREPARED AND FIELD PAINTED PRIOR TO ERECTION. PRIOR TO PAINTING, ALL STEEL SHALL BE CLEANED OF LOOSE RUST, LOOSE MILL SCALE; DIRT AND OTHER FOREIGN MATERIAL. i r ; PRIMER — TNEMEC SERIES 66-1211 03.0-5.0 MILS OFT OR EQUAL '4 , INTERMEDIATE SPOT REPAIR — TNEMEC SERIES 135 OR EQUAL :? FINISH — TNEMEC SERIES 73—COLOR 02.5-4.0 MILS DFT OR EQUAL R• , INTERIOR/EXTERIOR ROOF AND WALL PANEL FINISH SHALL BE STANDARD ERIT COTE 500 FP PAINT (70% KYNAR 500 FLUOROPOLYMER) OR EQUAL. ........................*• BILGIN EREL PAINT COLOR TO BE APPROVED BY THE CITY. •.. 88893 Fyt q z M, PROJECT NO. 1§863-31926 FILE NAME: 9-16 FPBTRUG FILTER PRESS BUILDING APPENDIX TRUCK LOADING CANOPY ; S-16 r lsr n: 1- W �V O tai. C9 m J a° °Q N W U) c;_j0 N J U) SEE NOTES 2 12" MIN SEE NOTE 1 12 INITIAL CAST 3" CLEAR . TYP MIN SEE NOTE 1 ' SEE NOTE 3 a' s . SEE TABLE 2 A d vs .e a e A. , e. .. < REIN F T 0 2RIZ WALL CONC ONAPPLY LY BREAKER ,• .d d a• ; .. .. e 4 . , n 0 � CLEAR AT JT e F ' " 6"xt/4" STEEL WATERSTOP SEE NOTE 3 a .a• ,. e• a ,do • , w o SEE NOTE 1 ." e' e d `•. ° .. i . e d, , a ° ROUGHENED SURFACE a ° IL `. 1 4" FULL AMPLITUDE N .° Z44. :3SEE NOTES 2 e o °SEE NOTE1 Fe ed 4 N v kaki aLd W 4. w to Qd ° a e ° ..•° In d e' . G e a SEE DETAIL 6"xt/4" STEEL WATERSTOP BOND ° e TO INTERSECTING WATERSTOP. Tyl? BOTH n' T SEE NOTES 2 TERMINATE WATERSTOP AND SIDES 9. a e ' e• KEYWAY 8" BELOW TOP OF WALL uk a, it d.e 12" MIN SEE NOTE 4 .t WALL CORNER REINFORCING WALL INTERSECTION REINFORCING WALL BASE CONSTRUCTION JOINT WALL CONTROL JOINT DETAIL A DETAIL B DETAIL C - DETAIL D �' NTS - NTS- NTS - NTS - SEE NOTE 1 INITIAL CAST SEE TABLE 2 1 1 rs SEE NOTES 2 EXTEND SLAB REINF:, a SEE NOTE 1 TO 1 1/2" CLEAR2 1: INITIAL CAST SEE TABLE 1 AT JOINT 3" CLEAR 3" CLEAR TYP t . t ♦ to SEE DETAIL - .:. t , \ ► :. t , \ t , ♦ ♦ ► : . APPLY BOND BREAKER SEE NOTE 1 ° +, . . ', + . .. ::. t \ t ♦ t \ CONC ONLY Q... e° SEE NOTES 2 ►. I d O e F + F Q j d e e w \ ` SEE NOTES 2,I t� N t i. v, 8"xt/4" STEEL WATERSTOP ° BOND TO INTERSECTING C , ° I•\. : t SEE NOTE 1 WATERSTOP 6"x1/4" STEEL WATERSTOP BOND t TO INTERSECTING WATERSTOP. ` FOR ELEVATED SLAB • \ FOR CONTROL JOINT BAR TERMINATE WATERSTOP &KEYWAY INFORMATION SEE TABLE 3 { k 8 BELOW TOP OF WAIL +t ' . , 3/4 CONTINUOUS REINF ° : ♦ a d; OR LAP AS SHOWN CONSTRUCTION JOINT BEAM/GRADE BEAM CORNER REINFORCING BEAM GRADE BEAM INTERSECTION REINFORCING WALL CON / BASE/ELEVATED SLAB CONTROL JOINT r 4 1h1 DETAIL E DETAIL F DETAIL G DETAIL H NTS a ¢1 A. NTS - NTS _ -: NTS - 4 I ej�;I - CONTINUOUS REINF. F+ EXTEND SLAB REINF rOR LAP AS SHOWN T�1 TO 1 1/2" CLEAR I INITIAL CAST AT JOINT SEE NOTE 1 3/4" CHAMFER ALL TABLE 1 TABLE Z t , ccF rear Fr- _ r BOND BREAKER -- { _��„�� t • I SEENOTE 1 o -v Lmr A I GUN I KUL J I �.......�.. .,......�..., ° ► . BOND BREAKER TAPE I ( ::: ° ► tAt it ► •\• •` t ► ww JOINT t 1/ ► +• °• 10 Z �• \ VAPOR BARRIER TYP t ` ` SEALANT — ► .. . ' . + t . ♦ t y . !ef , i I ryr r t' t1.N 6"xi/4" STEEL WATERSTOP 9 / { BOND TO INTERSECTING #4 AT 12" t \ WATERSTOP �k y 3" CLEAR NO'fES- E5•BASIC SLAB/WALL/BEAM REINF AS SHOWN ON DESIGN DWGS BASE/ELEVATED SLAB CONSTRUCTION JOINT THICKENED EDGE SLAB JOINT SEALANT CHAMFER GROUT FILLET ,�;�• t ,t. 2. SIZE & SPACING .OF BAR TO MATCH WALL/BEAM REINF' s t AS SHOWN ON DESIGN DWGS * DETAIL I DETAIL J DETAIL K DETAIL L DETAIL M 3. FOR DOWEL, SIZE & sPACINc;sEE DESIGN DWcs ...LGIN+ER'E( NTS - NTS - NTS - - 4. ALL HOOKS SHOWN ARE STANDARD 8.88981 NTS xp7 ;k NTS •1 Al FROJE&, NO 1986 31s� S DESIGNED BY. M. LEONARD FILE NAME:.: 'SD i f•' 2+4 `. .,{F!',#i ttu; McK CDM camp D DRAM BY. M. IEONARD resser & ee LITTLE CEDAR BAYOU WWTP'' SHEET cHK'o s3 MONTEMAYOR cmaWNny APPENDI*r w'r, a .;r 1 ro,,;gI SLUDGE HANDLING FACILITIES IMPROVEMENTS �f k,r.„ CROSS CHK'D er: B. EREL cpwatkn,r STANDARD DETAILS 1 I .^ ;, t �s< ,� , ;1 :. pi SD P ' T �i vG rri 1• "t( APPROVED ay. e. EREL CITY OF LA PORTE, TEXAS pp D Yll �1 � }i p� #5 3'-4- #6 4'-0" #7 6'-0" #6 6'-8" #9 7'-B" MAIN REINF. BAR SIZE CONTROL JOINT BAR SIZE LAP SPLICE LENGTH #5 #4 3'-4" #6 #4 4'-O" #77 15 6'-0" " #8 #6 6'-B" REV. DATE DRWN CHKD REMARKS oA1>:: SEPTEMBER 2002 NO. .•. A B C 0 E F INTERRUPTED BARS AREA EQUAL TO AREA EQUAL TO 50% OF INTERRUPTED 50X OF INTERRUPTED INTERRUPTED BARS BARS EACH SIDE BARS EACH SIDE i Foor 24AT4" E€ TYP f2 EQUIPMENT PAD LENGTH AND WIDTH PER MANUF'S #5AT12" REQUIREMENTS. i 5 a g #3AT6" 2#4x4'-0" AT 4" EF TYP e 4 a .. SEE TABLE 1 WWH RE OPENING IS WITHIN SEE TABLE 1 WHERE OPENING IS WITHIN 4'-0" OF BASE SLAB F BASE SLAB ;.' PROVIDE MATCHING DOWELS PROVIDE MATCHING DOWELS FOR ADD BARS FOR ADD BARS REINF AT CIRCULAR OPENINGS GREATER THAN 12" REINF AT RECTANGULAR OPENINGS GREATER THAN 12" w EQUIPMENT PAD zw N w DETAIL A DETAIL B DETAIL C m NTS' - NTS _ NTS, c _ 4 z ZQ • a w o p - 6 a o - f! t9 •:_ �4 • . TYP 9"X3/8" PVC —�' HEAT PVC WATERSTOP AND FLATTEN WATERSTOP 6' . RIDGES IN AREA OF STEEL WATERSTOP z W, FILL WITH THIOKOL OR EQUAL TO ALLOW FOR TIGHT FIT BETWEEN WATERSTOPS y °° i !k y, A. " 6 1/4" SHEET METAL SCREWS y TYP OR OTHER APPROVED EQUAL FASTENER ,..:. r 1'-8" MIN LAP 9"x3 8" PVC WATERSTOP 1 1 /2" TYP � d r�,rlt it 1'Yi ,�C I • STEEL WATERSTOP WATERSTOP SPLICE STEEL TO PVC z PIPE ENCASEMENT Z N - - -. . - ; . DETAIL E ._ _ _ DETAIL F DETAIL G t— x NTS — NTS — NTS z O LL i 6" PIPE OD 6" C9 mZtq �� Y Q: G Z 10' DIA. PIPE OR V-0" G Z W o LARGER � W Q W N a 1/4" NEOPRENE NUS>� PAD t: JU�W c I -j IL 3 #4 MIN OR N � 0 2 #3 AT 8" M N*. •e 2 #4 EF e I Y�� ST. HOOKS 4 #4 EF MIN OR /r #4 Al8 EF t ..' f CONC PEDESTAL PIPE SUPPORT DETAIL 3 N., NTS _ DESIGNm er: M. COUGHLIN CDM cmp McKee DRAW BY: M. LEONARD ( LITTLE CEDAR BAYOU WWTP SHEET CHK'D eTtc MONTEMAYOR cmeu/Hn4 "'°"' consSLUDGE HANDLING FACILITIES IMPROVEMENTS opwatkno CROSS CHK'f) BY. B. EREL ( truetlon - APPROVED er: B. EREL CITY OF LA PORTE, TEXAS REV. DAIS DR* REMARKS SEPTEMBER 2002 NO. DATE: i BEAM DEPTH 1 8.10 1 12.14 1 16,18 NO, OF ANCHORS 1 4 1 6 1 8 #5 1 3'-4" #6 4'-0" #7 6'-0" #8 6'-8" #9 7'-8" r� , I�• A # t .... 3f. BILGIN EREL Yp 8880 it - � .? a L r 7, ,w Qu PROJECT .NO: 19863-31926 FILE NAME: SD-2, ¢ APPENDIX STANDARD DETAILS 2 SD-2 lei_ YR ' , D r :4 cc LLI C3 z z Q H W �E OLL m J Q °a W= V U) W r M JN I q B C 1 ? 7i STAIR TREADS SEE PLANS PER SPECS / SEE PLANS TREAD 1/4" CLR FOR TOTAL LENGTH / / FOR TOTAL LENGTH WIDTH 1 TYP Y,t / CONC PLATFORM SEE PLAN 11" MAX / J L 300 /4 SEE PLANS TREAD !n 1" TYP ? / ( / F TREAD ?" CLR .. / ft " CHASTRINNEL N 1" TYP � , > - /// / " JL 3x3x? WIDTH - ;`,4y r 3 11 MAX / // ,� w / , 1" MIN, 1 1/2 MAX # . 3/4" DIA SS CONC TREAD // // g �I /�' , - // / TYP NOSING 1" TYP m 1" STAIR TREADS a a 11" MAX J r • x / g J FASTENER / / / / / 1 /4" PLATE TYP w FO TREAD / / " / / ' PER SPECS / — — — t t PLATFORM a w Q• / / n Z FRAMING // / STRINGER 11" MAX V' 1" MIN, 1 1/2" MAX_ / / SEE PLANS 1. / TREAD------- w WELD CLOSURE / --� o CHANNEL :✓ / / 1/4" PLATE TYP PLATE / TYP NOSING- STAIR TREADS w / / " PER SPECS " i / / 1" MIN, 1 1 2" MAX % ' 1/4" PLATE TYP `' I / 3/4 GROUT / / / TYP NOSING F/5ASTDIA ENERS CONC / 1/4 PLATE TYP ' / EMBED 5 1/2- / / L 2x2x1 /4 ' ' i 1" MIN, 1 1/2" MAX PLATFORM FRAMING t . / / — GRATING SUPPORT : ' ���111 ' TYP NOSING SEE PLANS .'T� • • ' % / STRINGER 3/1g EACH STRINGER %. t CHANNEL . 5/B" DIA 316 SS BOLTS t CI, s t STAIR ,TREADS t PER SPECS - L 3x3x1/4 : STRINGER i CHANNEL I #5012" 10" PAD LENGTH EQUALS BK/BK OF STRINGERS T&B PLUS 6" EACH SIDE. AT SLAB OR SIDEWALK 2'-0" THICKEN CONC TO 12" MINIMUM. ALUM STAIR STRINGER TO CONCRETE PLATFORM ALUM STAIR STRINGER TO CONCRETE PLATFORM TOP ALUM STAIR STRINGER TO PLATFORM ALUM STAIR STRINGER TO STEEL PLATFORM TOP t,4 DETAIL qDETAIL B 'F DETAIL C DETAIL D I NTS _ NTS _ N.T.S. _ NTS 2 ,.. 1 1/2" ID SCHEDULE 40 ANODIZED ALUMINUM L3x3x3/8 ALUM GRATING ALUM ANGLE , WELDED GUARDRAIL SYSTEM SEE SPECS W/ 1/2" DIA SS CONC SEE SPECS OR MANUFACTURER'S REQUIREMENTS / FASTENERS AT 18" OC SEE DESIGN DWGS 4 L --- iv ANCHOR," ADHESIVE .. • ' ~ x4" EMBED 6TYP • t TOE BOARD N i ! - RAILINGS i° IT t r ' 1/4"x1"x6" LONG HANDRAIL GUARDRAIL SHALL I r ~ t ALUM ANCHOR COMPLY WITH OSHA I r T+1/4" >�..' . BARS W/2" BENT AND 2001 FLORIDA END AT 18" OC BUILDING CODE ( 6. t • t t + WELD TO ANGLE P • ." III o w Z 6 � 0 Z a a 'm N Z) Q o 0 ❑ 0 a i 0 a D i i i REV. DATE DRWN CH NO. NOMINAL BEAM DEPTH, INCHES ROWS OF BOLTS LENGTH (3) OF ANGLE 36 7 1'-8 1/2" 30-33 6 V-5 1/2" 24-27 5 V-2 1 /2" 16-21 4 11 1/2" 12-15 3 8 1/2" B-10 2 5 1/2" 6 i 3" NOTES& 1. NUMBER OF ROWS IS EQUAL .TO NUMBER OF BOLTS TO ENCLOSED 2. ALL FRAMING CONNECTIONS SHALL {i y CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING ,r DRAWINGS. " ' C4 3. ADD 1 1/2" TO ANGLE LENGTH ( ♦f FOR STAGGERED BOLT CONNECTIONS.. • ;,^'; 4. USE SST BOLTS FOR ALL ALUMINUM ' FRAMING. ,+ ,f4. 1 1/4" MIN AT 2 1/2" COPED BEAMNOTEVARIES FLANGE '3 DIMENSION TYP EXCEPT AS ' RECOMMENDED BY AISC FOR ,8 LARGER MEMBERS. ;✓ r 4y J L 6x4x5/16, 1 ROW CONN ONLY, FOR CHANNEL & SUPPORT INTERMEDIATE SUPPORT "' PROVIDE ADD'L BOLT TO ENCLOSED SIZE SEE DESIGN DWGS BEAM WEB " M DOUBLE ANGLES MIN 5/16" THICK. 3 4'' , s• LOCATED AT 60'—O" SIZE AS REQ'D BY AISC STD CONN MAX INTERVALS 5'-0" MAX POST �9, 3/4" DIA A325N BOLTS rr«id13 1 SPACING EXPANSION JT 4" MAX FOR SINGLE ROW CONN _ _. i, GUARDRAIL GRATING AND GRATING SUPPORT TYPICAL PLATFORM SECTION TYPICAL FRAMING CONNECTION DETAIL F DETAIL G DETAIL H - DETAIL E NTS NTS NTS NTS - - - -3 M,,r,l • e NOTES: tip`!,, 1—ALUMINUM EMBEDDED IN CONCRETE MUST BE PAINTED WITH,ONE " if SHOP COAT OF HEAVY BITUMASTIC. yiiy 2-ALUMINUM SHAPES IN CONTACT WITH CONCRETE MUST BE,�E, SEPARATED BY A 1/32" NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN CONTACT, A NEOPRENE. a „qk9 GASKET MUST BE PROVIDED. `s l 3-HANDRAILS, GUARDRAILS, POSTS, BRACKETS AND MOUNTINGS 4 rp y15 SHALL MEET THE STANDARD BUILDING CODE (S.B.C.) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) LOADING REQUIREMENTS. L t , I - tor 4-TOP OF ALL GUARDRAILS SHOULD BE 42" HIGH ABOVE THE ,FINISH * x FLOOR OR WALKWAY. THE INTERMEDIATE RAILS SHALL BE EQUALLY' s.# L SPACED BETWEEN THE TOP RAIL AND THE PLATFORM. BILGIN EREL' r h` x� �3 5-ALL WALKWAYS SHALL USE GRATING UNLESS CHECKERED PLATE,15 ' SHOWN ELSEWHERE ON THE DRAWINGS. CggHg�o'4 r;F., r.p�+A '• } � f. r r fin' ,t , M. LEONARD n 'sE DESIGNED BY: iCDM Camp Dresser &.McKee - 1R0.)EC,, A01 , r1p9j66331915 t ` I,ti 1n1 DRAW BY: M. LEONARDLE SHEET CHxo a MONTEMAYOR eom=fh LITTLE CEDAR BAYOU WWTP 5, � `k anytnaerArQ 1 `' conabvo8on SLUDGE HANDLING FACILITIES IMPROVEMENTS APF�ENDIX r t; CROSS CHWD BY: srotkna) : -- APPROVED BY. B. EREL CITY OF LA PORTE, TEXAS STANDARD DETAILS.3'. ,; 4 } t f,q KD REMARKS DATE SEPTEMBER 2002 s,. , i1i:•f{";z�`, o, SIDE MOUNT SURFACE MOUNT TOEBOARD, CONNECTIONS ?" MAXIMUM SPAN DEPTH BEARING BAR THICKNESS SPACING 3'-0" 1 1/4" 3/16" 1 3/16" 4'-0" 1 1/2" 3/16" 1 3/16" 5'-0" 2" 3/16" 1 3/16" 6'-0" 2 1/4" 3/16" 1 3/16" iI z Z a W w i V Z � 0LL • a Z a �m o mW o� Q Q W ¢ a z uj wa � WO�'n K0m .�tgca W m z M Q a: t— W N Oa m Z F J Z O0Z� NUS>= nJpIrW o !oI=O�Q wJtn�.a i N � z z Z N N W � 2= or r z z m Ew o m o I n I w z Z N N to0o . on ❑ z z¢ • a to U a ¢ 0 N N0. DATE I DRWN ( CHKD GENERAL ABBREVIATIONS SYMBOLS A ACC AIR COOLED CONDENSER I ID INSIDE DIAMETER VALVES ACH AIR CHANGES PER HOUR INS INSULATE, INSULATION —Q-- UNCLASSIFIED. TYPE AS SHOWN ON AC/HR AIR CHANGES PER HOUR INSTR iNSTRUMENT(ATION) THE DRAWINGS ADJACENT TO SYMBOL ACU AIR CONDITIONER UNIT AD ACCESS DOOR L LAT LEAVING AIR T MPERATURE 01— FLOW METER AFF ABOVE FINISHED FLOOR LCP LOCAL CONTROL PANEL AG ABOVE GRADE LD LOUVER DOOR — DQ— GATE VALVE AHU AIR HANDLING UNIT LVG LEAVING ALT ALTITUDE LWT LEAVING WATER TEMPERATURE GLOBE VALVE AP ACCESS PANEL ! ATC AUTOMATIC TEMPERATURE CONTROL M M MOTOR —}�OQ-- BALL VALVE AUTO AUTOMATIC MATL MATERIAL AUX AUXILIARY MAX MAXIMUM FLOW BALANCING AND SHUTOFF VALVE AVG AVERAGE MBH THOUSAND BTU PER HOUR AV AUTOMATIC AIR RELEASE VENT MCC MOTOR CONTROL CENTER BUTTERFLY VALVE MECH MECHANICAL ' B B TO B BACK TO BACK MFR MANUFACTURE R CHECK VALVE, GENERAL SYMBOL BBD BACK DRAFT SELF ACTING DAMPER MIN � MINIMUM BBH BASE BOARDHEATERMISC MISCELLANEOUS S BHP BRAKE HORSEPOWER MOD MOTOR OPERATED DAMPER --— SOLENOID VALVE BOD BOTTOM OF DUCT MTD MOUNTED BOP BOTTOM OF PIPE ANGLE VALVE BOT BOTTOM N NC NORMALLY CLOSED BTU BRITISH THERMAL UNIT NK NECK SIZE NO NORMALLY OPEN C C TO C CENTER TO CENTER NOM NOMINAL CCW COUNTER CLOCKWISE NPW NON POTABLE WATER — 2-WAY CONTROL VALVE CD CEILING DIFFUSER NTS NOT TO SCALE j CENT CENTRIFUGAL CFM CUBIC FEET PER MINUTE 0 OA OUTSIDE AIR I A4V CL CENTER LINE OC ON CENTER y AUTOMATIC AIR RELEASE VENT CLASS/DIV NEC AREA CLASSIFICATION OD OUTSIDE DIAMETER CLG CEILING OPP OPPOSITE —DQ—[ GATE VALVE INC) WITH HOSE CONNECTOR CLR CLEAR COL. COLUMN P PNL PANEL --ice- ANCHOR CTR CENTER PPU POSITIVE PRESSURIZATION UNIT CU CONDENSING UNIT PSI POUNDS PER SQUARE IN - ALIGNMENT GUIDE CW CLOCKWISE PSIA PSI ABSOLUTE PSIG PSI GAUGE D D TO DRAIN (NEAREST) SYMBOLS DB DRY BULB R RA RETURN AIR OG DOOR GRILLE RAF RETURN AIR FAN PIPE FITTINGS DIA DIAMETER RED REDUCER DISCH DISCHARGE RG RETURN GRILLE CAP DN DOWN RL RAIN LEADER DWG DRAWING RPM REVOLUTIONS PER MINUTE BOTTOM CONNECTION DX DIRECT EXPANSION COIL RR RETURN REGISTER — TOP CONNECTION E EA EACH S SA SUPPLY AIR EDH ELECTRIC DUCT HEATER SCADA SUPERVISORY CONTROL EF EXHAUST AIR FAN AND DATA AOUISITION —0 ELBOW UP EG EXHAUST GRILLE SCH SCHEDULE EMERG EMERGENCY SD SMOKE DETECTOR —E ELBOW DOWN ENT ENTERING SF SUPPLY AIR FAN EUH ELECTRIC UNIT HEATER SG SUPPLY GRILLE I P-TRAP EXH EXHAUST SP STATIC PRESSURE EXP EXPANSION/COMPRESSION TANK SPEC SPECIFICATION SR SUPPLY REGISTER -4 TEE F F FAHRENHEIT SS STAINLESS STEEL FBV FLOW BALANCE & SHUTOFF VALVE -0-- TEE UP FC FLEX CONNECTION T T THERMOSTAT FD FIRE DAMPER TAF TRANSFER AIR FAN TEE DOWN FG FLOOR GRILLE TD TEMPERATURE DIFFERENCE FLR FLOOR TEMP TEMPERATURE I --I)(-- UNION -SCREWED FLG FLANGE TOS TOP OF STEEL FOB FLAT ON BOTTOM TXV THERMAL EXPANSION VALVE — I�— UNION -FLANGED FOT FLAT ON TOP FPM FEET PER MINUTE U U HEAT TRANSFER COEFFICIENT FS FLOW SENSOR UC UNDERCUT FTR FIN -TUBE RADIATION UH UNIT HEATER SYMBOLS FWE FURNISHED WITH EQUIPMENT UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE PIPING G GPM GALLONS PER MINUTE V V VOLTS COLD WATER H HD HEAT DETECTOR VAV VARIABLE AIR VOLUME H-0-A HAND -OFF -AUTO VD VOLUME DAMPER HOT WATER HP HORSEPOWER VEL. VELOCITY H8V HEATING AND VENTILATING ( — — SANITARY VENT, UNO HVAC HEATING, VENTILATING AND W W/ WITH - AIR CONDITIONING W/o WITHOUT HZ HERTZ WAC WALL MTD. AIR CONDITIONER WB WET BULB WC WATER COLUMN WG WALL GRILLE, WATER GAUGE REMARKS H ; SYMBOLS SYMBOLS DUCTWORK GENERAL NOTES: 154 SPECIALTIES - 1. HVAC EQUIPMENT DIMENSIONS, LOCATIONS, DUCTWORK AND PIPING SYSTEM LAYOUTS QH HUMIDISTAT ARE BASED ON EQUIPMENT SELECTED BY THE ENGINEER. IF THE CONTRACTOR MANUAL VOLUME DAMPER PROPOSES TO FURNISH EQUIPMENT THAT REQUIRES AN ARRANGEMENT :OR SPACE P PRESSURE GAGE AND COCK DIFFERING FROM THAT INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR lr`r SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR APPROVAL, DETAILED FIRE DAMPER ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, INSTRUMENTATION, HVAC AND si t h �{ STRAINER ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY, CHANGES' AND i', I(1�';' T EMBODYING ALL FEATURES OF THE EQUIPMENT HE PROPOSES To FURNISH THISINFORMATION SHALL INCLUDE BUT NOT BE LIMITED TO PLANS, SECTIONS, DETAILS; i AND SCHEMATICS OF ALL APPURTENANCES REQUIRED. SUCH CHANGES IF .APPROVED 7r THERMOMETER BY THE ENGINEER SHALL BE AT NO EXTRA COSTTO THE OWNER. THE CONTRACTOR v.1 r;' SHALL ASSUME THE COST OF, AND THE RESPONSIBILITY FOR SATISFACTORILY MOTOR OPERATED t ?, DAMPER ACCOMPLISHING ALL THE NECESSARY CHANGES CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED AND APPROVED BY THE ° PD PRESS. DIFF. W/ INDICATOR LIGHT M ENGINEER. REFER TO SPECIFICATIONS FOR FURTHER DETAILS. I v & REMOTE ALARM e ATC 2. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE: EXACT afi 0T THERMOSTAT—,. DIRECTION OF FLOW DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT LOCATE AT 60" AFF, UNO FURNISHED. ALL FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. QS SMOKE SENSOR DUCT SIZE- FIRST 3. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL { 20X12 NUMBER IS SIDE SHOWN FLOW SENSOR CONNECTIONS OF COPPER PIPE TO OTHER TYPES OF METALLIC PIPING. FS 2OX12 4. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS TT TEMPERATURE TRANSMITTER DUCT SECTION.POSITIVE PRESS. AND FITTINGS etc. REQUIRED FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN i. (DUCT MOUNTED) FIRST NUMBER IS TOP APPROXIMATELY TO SCALE BUT NOT EVERY FITTING AND OFFSET IS SHOWN. SOME VALVES AND APPURTENANCES MAY BE OMITTED FOR THE SAKE OF CLARITY. THE SD CONTRACTOR SHALL FURNISH, INSTAL AND TEST ALL HVAC SYSTEMS SHOWN ON THE SMOKE DETECTOR (DUCT MOUNTED) 20X12 DRAWINGS AND DETAILS; AND/OR AS DEFINED IN THE SPECIFICATIONS TO PROVIDE THE DUCT SECTIONMEGATIVE PRESS. COMPLETE SYSTEM. 0 SMOKE TEST BOX LAd FIRST NUMBER IS TOP .; a FOR SMOKE SENSORS 5. UNLESS OTHERWISE SHOWN ON THE DRAWING ALL FLOOR SLAB AND WALL $ PENETRATIONS SHALL BE AS SHOWN ON THE WALL PENETRATION DETAILS. ABOVE x y ELEVATION CHANGE GROUND EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE AS SHOWN ON THE FLOW INDICATOR R (R) RISE, (D) DROP ARCHITECTURAL DRAWINGS. IF 'APPROVED BY THE ENGINEER, THE CONTRACTOR MAY SUBSTITUTE ALTERNATE METHODS PROVIDING THEY MEET INTENDED DESIGN REQUIREMENTS. + _ , y CONNECTION POINT �A0 ACCESS DOOR 6. NOT ALL AND ONLY CERTAIN..TYPES OF SUPPORTS ARE SHOWN ON THE HVAC NEW TO EXISTING DRAWINGS. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AS --) TO SPACE SPECIFIED AND TO THE APPROVAL of THE ENGINEER. 1--Ul—J FLEXIBLE CONNECTION 2 FROM SPACE 58 FLEXIBLE DUCT -DOUBLE LINE 1UC 10000 CFM UNDERCUT DOOR FLEXIBLE DUCT SINGLE LINE NOTE: THIS IS A GENERAL LIST OF SYMBOLS AND - ABBREVIATIONS. NOT ALL ITEMS SHOWN X 20X12 LD OR DG HERE APPEAR ON THE CONTRACT DRAWINGS. t= 200 CFM — — — DUCT LINING, DUCT SIZE LOUVER DOOR OR 20X12 SHOWN IS NET FREE AREAQ. s DOOR GRILLE )� TRANSITION - RECTANGULAR EQUIPMENT NUMBERING SYSTEM PIPE MATERIAL CODES To RECTANGULAR >' v , r°{ E2OX12 � 16X8 EQUIPMENT TYPE DESIGNATOR CPVC CHLORINATED POLYVINYL CHLORIDE CU COPPER EXHAUST FAN, AIR CONDITIONING UNIT, ETC. FRP FIBERGLASS REINFORCED PLASTIC GS GALVANIZED STEEL TURNING VANES t PVC POLYVINYL CHLORIDE STL BLACK STEEL EF-01 SS STAINLESS STEEL SIDE MOUNTED, 12x20 DEVICE FLOW STREAM CODE EQUIPMENT TAG NUMBER f f r, D DRAIN BOTTOM MOUNTED FOR EQUIPMENT TAG NUMBERS RS REFRIGERANT SUPPLY i t DEVICE REFER TO SPECIFICATIONS FOR RL REFRIGERANT LIQUID EQUIPMENT SCHEDULE DATA. 3 f RG REFRIGERANT -HOT GAS 1I PRESSURE DIFFERENTIAL REGISTERS GRILLES INDICATOR AND DIFFUSERS Ps EG EXHAUST GRILLE PRESSURE SWITCH ER EXHAUST REGISTER RG RETURN GRILLE fir} RR RETURN REGISTER C SO SUPPLY DIFFUSER SG SUPPLY GRILLE SR SUPPLY REGISTER TG TRANSFER GRILLE WG WALL GRILLE TYPICAL TAG,'' EG TYPE OF DEVICE 2OX20 SIZE „ 4 400 CFM CAPACITY DESIGNED BY: J. IVEY DRAWN BY: J. IVEY « LITTLE CEDAR BAYOU WWTP SHEET CHK'D BY: R. AZCARATE `°"`°"`"9.engineering "°""'°"'°" opef10ns CROSS CHK'D BY, J. JACOBS SLUDGE HANDLING FACILITIES IMPROVEMENTS APPROVED BY: R. AZCARATE - CITY OF LA PORTE, TEXAS DATE: SEPTEMBER 2002 i 4 < i OF t RICARR0 J' AZGARATE' I'Vig PROJECT NO 1986311926'4` rys5;t Jz3 SYMBOLS, ABBREVIATIONS & GENERAL NOTES sME HVAO. o m W CO z z Q cc t A g C 1 - 1 LV_ 01 2 - i i •,� I i IO6 30x10 SG O9 I i I I i SUPPLY AIR (HIGH). 30x16 RG-1 �I ' RETURN AIR (LOW) {{ 3 4" CONDENSATE j DRAIN STUBBED I S I i ? i i I .._ _ _ _ _ _ ' DOWNWARD i i 1 ti � ` I 'I I i j I i i z F- EF-03 za a J� m o 0 0 f 0 0 0 ¢a F o (j / UH 02 N UNIT HEATER MOUNTED 0. t- (/) m 'I,�11T 8'-0" AFFW = m ... (TYPICAL-4) i - h i a0^. - 0 o Lu Cl Q " W W N a oC)2� uj o w PLAN o G. (� 1/4"_1'-0" or_O2Q iNJtn 0. - i I GENERAL NOTES: 1. EF-01 SHALL BE INTERLOCKED WITH LV-01 & LV-05. EF-02 SHALL BE INTERLOCKED WITH LV-02 & LV-04. EF-03 SHALL BE INTERLOCKED WITH LV-03. 2. ALL --WALL SLEEVES SHALL BE ALUMINUM CONSTRUCTION. KEYED NOTES: O 120V MOTOR OPERATED DAMPER (MOD). OEXHAUST LOUVERS (LV-01, LV-02): 46"x46" EXTRUDED ALUMINUM LOUVER, DRAINASLE, 6" FRAME DEPTH, 8.06 FT2 FREE AREA, 10,000 CFM ® 1240 FPM & 0.25 IN. W.G. AIRFLOW RESISTANCE, ALUMINUM BIRDSCREEN, BASED ON GREENHECK MODEL #ESD-603. MOUNT BOTTOM OF LOUVER 10'-0" AFF. +: O3 EXHAUST LOUVERS (LV-03): 34"x34" EXTRUDED ALUMINUM LOUVER,' DRAINABLE, 6" FRAME DEPTH, 4.08 FT2 FREE AREA, 2,000 CFM CAD 490 FPM & 0.04 IN. W.G. AIRFLOW RESISTANCE, ALUMINUM BIRDSCREEN, BASED ON GREENHECK MODEL #ESD-603. MOUNT BOTTOM OF LOUVER 13'-2" AFF. OINTAKE LOUVERS (LV-04, LV-05): 48"02" EXTRUDED ALUMINUM ` LOUVER, DRAINABLE, 6" FRAME DEPTH, 13.56 FT2 FREE AREA, 10,000 CFM ® 738 FPM & 0.11 IN. W.G. AIRFLOW RESISTANCE, ALUMINUM BIRDSCREEN, BASED ON GREENHECK MODEL #ESD-603. MOUNT BOTTOM OF LOUVER 24" AFF. i. OPROGRAMMABLE ROOM MOUNTED THERMOSTAT. OSUPPLY GRILLE (SG-1): EXTRUDED ALUMINUM, DOUBLE DEFLECTION, 3/4" BLADE SPACING, SURFACE MOUNT, BASED ON TITUS AEROBLADE GRILLE MODEL #272FS. RETURN GRILLE (RG-1): EXTRUDED ALUMINUM, 45 DEG. FIXED DEFLECTION, 3/4" BLADE SPACING, SURFACE MOUNT, BASED ON TITUS AEROBLADE GRILLE MODEL #3FL 2 OBOTTOM OF AHU MOUNTED 18" AFF. OS BOTTOM OF UNIT HEATER MOUNTED 8'-0" AFF. O9 EXHAUST FAN HOUSING SHALL BE MOUNTED TO THE INSIDE OF THE WALL, SAME HEIGHT AS EXTERIOR WALL LOUVER. SLEEVE WALL OPENING WITH ALUMINUM (ALLOY 3003-1­114) DUCT MATERIAL FROM WALL LOUVER TO FAN HOUSING. I SEQUENCE OF OPERATION: t BELT FILTER PRESS BUILDING 1. GENERAL: i A. EXHAUST FANS SHALL EXHAUST FROM SPACE AND DISCHARGE TO n' THE EXTERIOR OF THE BUILDING. B. INTAKE AIR LOUVERS WITH MOTORIZED DAMPERS SHALL SUPPLY I' OUTSIDE (MAKE-UP) AIR TO THE SPACE. C. UNIT HEATERS SHALL BE PROVIDED TO SUPPLY HEAT FOR BUILDING ' ENVELOPE HEAT LOSS, UNCONDITIONED MAKE-UP AIR AND MAINTAIN A �? SPACE -TEMPERATURE ABOVE FREEZING DURING WINTER OPERATION. ✓t; THERMOSTAT SHALL BE INTEGRAL TO THE UNIT HEATER AND SETPOINT SHALL BE ADJUSTABLE. D. THE STATED SETPOINTS ARE GIVEN AS INITIAL STARTING POINTS WHICH MAY BE MODIFIED AS DESIRED OR REQUIRED DURING STARTUP, 3 "' TESTING AND OPERATION. 2. NORMAL OPERATION: SHALL RUN CONTINUOUSLY AND SHALL START/STOP FROM ANOFF SWITCH. F-01 & EF-02 SHALL OPERATE FROM ROOM MOUNTEDMOSTATS FF-03 AND SHALL SHUT -DOWN WHEN TEMPERATURE SENSED IS W 55 DEG.F. EACH FAN SHALL START/STOP FROM AN H-O-A CH. THE RESPECTIVE MOTORIZED DAMPER LOCATED ON THE SOUTH SHALL ENERGIZE AND DE -ENERGIZE WITH THE FAN. NIT HEATER OPERATION: z ` A. UNIT HEATERS SHALL HAVE INTEGRAL ADJUSTABLE THERMOSTATS AND BE SET TO MAINTAIN A SPACE TEMPERATURE ABOVE FREEZING. THE ; INITIAL SETPOINT OF THE THERMOSTAT SHALL BE 50 DEG.F. ELECTRICAL ROOM 1. GENERAL: A. AIR HANDLING UNIT (AHU-01) SHALL PROVIDE COOL AIR TO THE SPACE AND MAINTAIN A ROOM TEMPERATURE BELOW 80 DEG. F.. B. THE AHU SHALL RECIRCULATE 100% ROOM AIR ONLY WITH NO OUTSIDE AIR PROVISIONS. C. THE AHU SHALL CYCLE ON AND OFF AS REQUIRED BY THE ROOM MOUNTED THERMOSTAT. D. THE STATED SETPOINTS ARE GIVEN AS INITIAL STARTING POINTS WHICH MAY BE MODIFIED AS DESIRED OR REQUIRED DURING STARTUP, TESTING AND OPERATION. ,4 O�►y�, j I �� .. ............. RICARDO J. AZCARATE 81863 �?ISTER�. k { c.a PROJECT NO, 19863-31926 1 FILE NAME" , H-2 -" LITTLE CEDAR BAYOU WWTP BELT FILTER PRESS BUILDING 1 SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET a`11 H VAC PLAN CITY OF LA PORTE. TEXAS t s1" a 0 w z Z N F W o w o F =z � J z zQ N I.L. m 0 �JZ °aw Z ¢� W 0 Q oU=>dj O r Uj o�O2a a J (n = [L v c m O O 0 0 0 m O S y... ONE -LINE OR PLAN DESCRIPTION DIAGRAM C - RELAY COIL, NUMBER AS INDICATED - -�- - MOTOR STARTER COIL, NUMBER AS INDICATED TIME DELAY ON DE-ENERGIZATION _ R = RANGE (MIN. SEC, ETC) R=2 S = SETPOINT TIME TO TRIP S=1 TIME DELAY ON ENERGIZATION - R = RANGE (MIN. SEC. ETC) R=2 S = SETPOINT TIME TO TRIP S=i - CONTACT, NORMALLY OPEN (NO) - CONTACT. NORMALLY CLOSED INC) OL OL - OVERLOAD RELAY HEATER(OL) 1 COMBINATION MOTOR CIRCUIT PROTECTOR 8 _ -MCP MAGNETIC MOTOR STARTER, FULL VOLTAGE NON - REVERSING NEMA SIZE 1 UNLESS NOTED OTHERWISE FVR - FULL VOLTAGE. REVERSING RVNR - REDUCED VOLTAGE NON -REVERSING 2SIW - TWO SPEED, ONE WINDING 2S2W - TWO SPEED, TWO WINDING MAGNETIC MOTOR STARTER, FULL VOLTAGE NON - REVERSING NEMA SIZE 1 UNLESS NOTED OTHERWISE bJ LOAD BREAK SWITCH NON -FUSIBLE DISCONNECT SWITCH, 60OV, 3 POLE ( *AMPERE RATING. NOTED IF OTHER THAN 30A. i SWITCH EP FUSIBLE DISCONNECT SWITCH. 60OV, 3 POLE FUSE e AMPERE RATING AND FUSE SIZE AS NOTED. L MANUAL MOTOR STARTER WITH THERMAL OVERLOAD HEATER (SIZE 1 UNLESS OTHERWISE NOTED) Ul TRANSFORMER, RATING 8 CONNECTIONS AS NOTED CURRENT TRANSFORMER - QUANTITY 8 CURRENT RATIO AS NOTED _ POTENTIAL TRANSFORMER QUANTITY & VOLTAGE RATIO AS NOTED -0 od i , - LIGHTNING ARRESTER E - CAPACITOR Q GROUND OR GROUND ROD FUSE. AMPERE RATING AS NOTED 40 FS-71 SOLENOID VALVE OPERATOR MOV MOTORIZED VALVE (MOV) WITH MOV INTERNAL MAGNETIC STARTER 'LfLfLIo- HTR STRIP HEATER OR HEATING ELEMENT -MM� -�R - RESISTOR LOCAL INDICATING LIGHT, COLOR AS NOTED �( - ---. O *R-RED G-GREEN A -AMBER B-BLUE W-WHITE OMO MOTOR. NUMERAL INDICATES HORSEPOWER - DM DAMPER MOTOR MC © LIGHTING CONTACTOR (MECHANICALLY HELD) i - PC PHOTOCELL - DCU/PLC OUTPUT 4 - i. O i{ m. m 1 M rtl, m REV. DATE DRWN CHKD v; N0. REMARKS ELECTRICAL SYMBOLS ONE -LINE OR PLAN DESCRIPTION DIAGRAM A LPG-2 CEILING OUTLET AND FLUORESCENT LIGHT FIXTURE. "A" DEPICTED IS A TYPE FLUORESCENT LIGHT FIXTURE CONTROLLED BY CIRCUIT "b". EM DENOTES EM b FIXTURE WITH EMERGENCY BALLAST, LPG-2 DENOTES POWERED FROM PANELBOARD "LPG" CIRCUIT No 2 _ A WALL OUTLET AND INCANDESCENT OR HID LIGHT b FIXTURE. NOTATIONS SAME AS ABOVE CEILING OUTLET AND EXIT SIGN, INSTALL DIRECTIONAL - ®j ARROWS AS NOTED. _ WALL OUTLET AND EXIT SIGN, INSTALL DIRECTIONAL ARROWS AS NOTED. -- UNIT HEATER - ELECTRIC HEATING COIL AND FAN FLOW _= DIRECTION OF — — — — — _ MECHANICAL CONNECTION OR INTERLOCK CONDUCTORS OR CONDUITS CROSSING PATHS —}-- _ BUT NOT CONNECTED. —� - (NOTE: ALL THREE METHODS ARE APPLICABLE AND I ARE USED TO INSURE CLARITY OF SCHEMATIC OR WIRING DIAGRAM) _ CONDUCTORS ELECTRICALLY CONNECTED INDICATES LIMITS OF EQUIPMENT OR WIRING C - - _ ENCLOSURE. �G Q PUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN. NORMALLY CLOSED (STOP) I PUSHBUTTON, MOMENTARY CONTACT. SPRING 0 0 RETURN, NORMALLY OPEN (START) :I ES EMERGENCY STOP PUSHBUTTON WITH LOCKOUT. RED MUSHROOM HEAD OPERATOR. o I"� 0 OtO O Q START/STOP PUSHBUTTON CONTROL STATION J_ O O START/STOP PUSHBUTTON CONTROL STATION WITH LOCKOUT DEVICE ON STOP -0 T O-T- 7E-�-J START/STOP PUSHBUTTON CONTROL STATION. ON STOP MAINTAINED CONTACT. WITH LOCKOUT DEVICE TWO POSITION SELECTOR SWITCH, MAINTAINED CONTACT I A B POSITION I -CONTACT 2-CONTACT -00- R_ FA X 0 (XO) 0-OPENED I B 0 X L/R, 0/0,' OR OTHERWISE NOTED THREE POSITION SELECTOR SWITCH. MAINTAINED y� CONTACT At �X00) ❑ POSITION I -CONTACT 2-CONTACT 3-CONTACT 0 B 0 0 C O 0 X J_ -o O- H/O/A X-CLOSED L/O/R 0-OPEN (OOX) R/S/L OR OTHERWISE NOTED PRESSURE OR VACUUM SWITCH NORMALLY OPEN, CLOSES ON RISING PRESSURE PS NORMALLY CLOSSED, OPENS ON RISING PRESSURE TEMPERATURE ACTUATED SWITCH (THERMOSTAT) 0 ONORMALLY OPEN. CLOSES ON RISING TEMPERATURE o NORMALLY CLOSED, OPENS ON RISING TEMPERATURE? 0a2 LS LEVEL SWITCH °-00 FS FLOW SWITCH o�o�o LS LIMIT SWITCH RTD TEMPERATURE DETECTOR A A- M TIME SWITCH p�II 1 �p M LINE/LOAD REACTOR i I DESIGNED BYt M. HOWIE DRAWN BYz M. MAHANA am SHEET CHK'D BY: PJETROVIC consulting, engineering • construction• operations CROSS CHK'D BYt M. HOWIE APPROVED BY, A. NIZOV DATE, SEPTEMBER 2002 ONE -LINE OR PLAN DESCRIPTION DIAGRAM SHORT DASH FOR EACH PHASE CONDUCTOR, LONG DASH FOR NEUTRAL CONDUCTOR. LONG DASH WITH - "G" FOR EQUIPMENT GROUNDING CONDUCTOR. ALL CONDUCTORS No 12 AWG IN 3/4"C. UNLESS OTHERWISE NOTED. HOME RUN, CIRCUITS 1 AND 3 RUN TO PANEL Li A LIGHTING PANELBOARD, "A" INDICATES PANEL NAME - A ® POWER PANELBOARD, "A" INDICATES PANEL NAME �j ❑j JUNCTION BOX COMBINATION LOCAL -REMOTE SWITCH, START -STOP, SPEED SET AND Q 0' POSITION SET. PUSHBUTTON /CONTROL STATION * * * REFER TO APPLICABLE CONTROL SCHEMATIC FOR EXACT PUSHBUTTON/SWITCH REQUIREMENTS. - 3#12,#12G,3/4"C THREE (3) No 12 AWG CONDUCTORS AND ONE (1) No 12 EQUIPMENT GROUNDING CONDUCTOR IN 3/4" CONDUIT. MULTI -CONDUCTOR, JACKETED POWER OR CONTROL CABLE, NUMBER AND _ 1-7/C#14, 1"C SIZE OF CORE CONDUCTORS AS NOTED. QUANTITY AS INDICATED IF MORE THAN ONE; ONE (1) SEVEN CONDUCTOR No 14 AWG CABLE, IN 1" CONDUIT. _ SINGLE POLE SWITCH, "a" INDICATES CONTROL CIRCUIT DESIGNATION -M SINGLE POLE, MOTOR OPERATED SWITCH DUPLEX RECEPTACLE.120V,3W,SINGLE PHASE CK * C - MOUNTED ABOVE COUNTER TOP ((� GFI GFI - GROUND FAULT INTERRUPTER TYPE 1i WP WP - WEATHERPROOF - * C�1(T GFI 208/240, 1-PHASE RECEPTACLE, CURRENT RATING AS SPECIFIED IN WP PANEL SCHEDULE. * SINGLE RECEPTACLE, 240V. 4W, THREE PHASE, AMPERE RATING AS NOTED - 30 * WP - WEATHERPROOF; 30 DESIGNATES 30 AMP RATING. * SINGLE RECEPTACLE, 48OV, 4W THREE PHASE, AMPERE RATING AS NOTED 30 �Y * WP - WEATHERPROOF; 30 DESIGNATES 30 AMP RATING. _ V EMERGENCY LIGHTING BATTERY UNIT WITH 2 LAMP HEADS, TYPE AND WATTAGE PER LIGHTING FIXTURE SCHEDULE. ITEMS/DEVICES TO BE REMOVED, REFER TO NOTES ON RESPECTIVE SHEET FOR SPECIAL PROVISIONS OR REQUIREMENTS. ® - TERMINAL - LIT-XX INSTRUMENT - FLOOR RECEPTACLE - - - - - - - CONDUIT INSTALLED BELOW - CONDUIT INSTALLED EXPOSED - — - - — CONDUIT INSTALLED ABOVE SUSPENDED CEILING TO MOTOR CONTROL CENTER No 2 (OR PANEL DESIGNATION) MCC2-17 -P/C T— POWER AND CONTROL WIRES; P - POWER WIRES ONLY C -CONTROL WIRES ONLY CIRCUIT OR CUBICLE NUMBER ELECTRICAL GENERAL NOTES 1O ALL CONDUIT AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE CODES. O2 CONDUIT INSTALLATIONS SHALL BE DONE IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL CONDITIONS. EXPOSED, CONDUITS SHALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. 30 CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTIONS TO MOTORS AND OTHER EQUIPMENT. ® CONDUIT SMALLER THAN 3/4" PIPE OR WIRE SMALLER THAN No 12 A.W.G. SHALL NOT BE USED UNLESS OTHERWISE NOTED. O5 THE WIRING DIAGRAMS, BLOCK DIAGRAMS, QUANTITY, SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED. I * , " ELECTRICAL ABBREVIATIONS AC ALTERNATING CURRENT M MOTOR AFC ADJUSTABLE FREQUENCY CONTROLLER MCC MOTOR CONTROL CENTER AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTOR AG ABOVE GRADE MD MOISTURE DETECTOR Al ANALOGINPUT MFR MANUFACTURER AJ ANALOG JUNCTION BOX MH MANHOLE ALUM ALUMINUM MOD MOTOR OPERATED DAMPER AMP AMPERE MOV MOTORIZED, VALVE AO ANALOG OUTPUT MTD MOUNTED ATL ACROSS THE LINE NC NORMALLY CLOSED ATS AUTOMATIC TRANSFER SWITCH NEUT NEUTRAL AUTO AUTOMATIC NIR NOT IN REMOTE AUX AUXILIARY NLBS NON LOAD BREAK SWITCH AWG AMERICAN WIRE GAUGE NO NORMALLY OPEN OR NUMBER ' NTS NOT TO SCALE BLDG BUILDING BKR BREAKER OL OVERLOAD 0/0 ON/OFF gP BYPASS 0/O/C ON/OFF/COMPUTER CONDUIT O/O/R ON/OFF/REMOTE CB CIRCUIT BREAKER PFCC POWER FACTOR CORRECTION CAPACITOR CHH COMMUNICATIONS HANDHOLE PFR PHASE FAILURE RELAY CKT CIRCUIT PC PHOTOCELL CLF CURRENT LIMITING FUSE PH PHASE CMH COMMUNICATIONS MANHOLE Pi POWER JUNCTION BOX CPT CONTROL POWER TRANSFORMER PLC PROGRAMMABLE LOGIC CONTROLLER CR CONTROL RELAY PLCS PLACES CS CONTROL SWITCH PNL PANEL CT CURRENT TRANSFORMER POS POSITION CONTROL CTRL CONTROL PS PRESSURE SWITCH CTU CAPACITIVE TRIP UNIT PT POTENTIAL TRANSFORMER CU COPPER PVC POLYVINYL CHLORIDE DCP DEWATERING CONTROL PANEL PW PREWIRED DI DISCRETE INPUT DCU DISTRIBUTED CONTROL UNIT OTY QUANTITY DIA. DIAMETER RCP RELAY CONTROL PANEL DISC DISCONNECT RDTCP ROTARY DRUM THICKENER CONTROL PANEL ON DOWN REC RECEPTACLE DO DISCRETE OUTPUT REOD REQUIRED DPS DRY POLYMER SYSTEM RGS RIGID GALVANIZED STEEL R/S/L RAISE/STOP/LOWER EC EMPTY CONDUIT RTD RESISTANCE TEMPERATURE DETECTOR EF EXHAUST FAN EHH ELECTRICAL HANDHOLE SC SURGE CAPACITOR ELEV ELEVATION SCH SCHEMATIC EM EMERGENCY SEC SECONDS OR SECONDARY EMH ELECTRICAL MANHOLE SH SHIELDED ERN ELECTRIC RADIANT HEATER SHT SHEET EUH ELECTRIC UNIT HEATER SN SOLID NEUTRAL EXH EXPLOSION PROOF HEATER SS STAINLESS STEEL EXIST EXISTING S/S START/STOP S/SL START /STOP -LOCKOUT FBO FURNISHED BY OTHERS SOL OR SV SOLENOID VALVE FOR FEEDER SPC SPEED CONTROL FIN FINISHED SW SWITCH FLEX FLEXIBLE (AS IN FLEXIBLE CONDUIT) SWGR SWITCHGEAR FU FUSE TC TERMINAL CABINET (PLAN) GEN GENERATOR TC TIME DELAY ON CLOSING (SCH./ONELINE) G OR GND GROUND TD TEMPERATURE DETECTOR GFI GROUND FAULT INTERRUPTER TEL TELEPHONE GFP GROUND FAULT PROTECTION TO TIME DELAY ON OPENING ORS GALVANIZED RIGID STEEL TP TWISTED PAIR HH HANDHOLE TSW TWISTED SHIELDED WIRE H/O/A HAND/OFF/AUTO TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION HP HORSEPOWER TWOS TWISTED WIRE OVERALL SHIELD HT HEIGHT TYP TYPICAL HTR MOTOR WINDING HEATER HZ HERTZ UG UNDERGROUND IHH INSTRUMENTATION HANDHOLE UH UNIT HEATER IMH INSTRUMENTATION MANHOLE INST INSTRUMENTATION OR INSTANTANEOUS V VOLTS VFD VARIABLE FREQUENCY DRIVE LA LIGHTNING ARRESTER VS VIBRATION SWITCH LBS LOAD BREAK SWITCH WP WEATHERPROOF LTG LIGHTING L/O/R LOCAL/OFF/REMOTE XP EXPLOSION PROOF LO LOCK -OUT XFMR TRANSFORMER LP LIGHTING PANEL LPU LOCAL PROCESSING UNIT L/C LOCAL/COMPUTER ZIT POSITION INDICATING TRANSMITTER L/R LOCAL/REMOTE LS LIMIT SWITCH LTC LIQUID -TIGHT FLEXIBLE CONDUIT LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS SCHEMATIC LEGEND ■ TERMINAL BLOCK LOCATED IN ENCLOSURE 0 DEVICE LOCATED OUTSIDE ENCLOSURE r , fI (I trN • � � t F R : ALEXANDER NIZOV 85159� 0,3 p1 I .' .1(t, • <'A/'''t�+( 1.! sp REFER TO SHEETS E-6 �._._. EMH-026 I l R PROPOSED RAS/WAS NS BASIN N0.3 MP I I '' r _E ...I- _ _ i — REFER TO SHEET E 5 ..• ' PROPOSED THICKENED • ., I t � �; , SLUDGE BELTFILTER ' ' STATION MODIFICATIONS PRESS FEED PUMP; I � , STATION 1 !-? a_ _.. __..._. N j f PROPOSED _ DIGES; iz SLUDGE PUMP STAO z MCC-G WALK-IN ENCLOSURE a E5 l j Z N CL N w � I— LU a w o ,n S � J � F Z = Q a Ott �m OZLU o V=>N LU W O W CL k � U) o ;f I H _ NOTES: Ol REFER TO SHEET E-I FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. 2O EXISTING POLE MOUNTED TRANSFORMERS. REFERTO OVERALL ONE -LINE DIAGRAM ON SHEET E-3 FOR MODIFICATIONS. O3 CONTRACTOR SHALL PROVIDE AND INSTALL A NEW SECOND OVERHEAD SERVICE DROP POLE PER RELIANT ENERGY'S REQUIREMENTS. LOCATE 10'-0" SOUTH OF $ ' EXISTING OVERHEAD SERVICE CONNECTION. - ® TWO EXISTING 20HP NON -POTABLE WATER PUMPS 1 LOCATED AT THE CHLORINE CONTACT BASIN ARE TO BE REMOVED AND REPLACED WITH TWO PROPOSED " 30HP PROCESS WATER PUMPS DESIGNATED PWP-1 AND PWP-2. EACH OF THE TWO EXISTING FEEDERS 3#10, #120 SUPPLYING POWER TO THE NON -POTABLE WATER PUMPS AND THEIR LOCAL CONTROLS. ARE TO BE REPLACED WITH 3#6, #80. THE EXISTING 3#12 SHALL BE REUSED AND REINSTALLED WITH THE - PROPOSED FEEDER IN THE EXISTING 1"C THAT CONTAINED THE EXISTING FEEDER. EACH EXISTING MOTOR STARTER AND ITS APPURTENANCES CONTROLLING THE EXISTING NON -POTABLE WATER PUMPS IS TO BE REPLACED WITH A MOTOR CIRCUIT PROTECTOR TYPE, FULL VOLTAGE, NON REVERSING. COMBINATION STARTER AS REQUIRED. JACH OF THE PROPOSED COMBINATION UNITS LOCATEDINSIDE THE CHLORINE BUILDING TO BE ENCLOSED IN A NEMA 4X STAINLESS STEEL ENCLOSURE AND EACH UNIT TO 4 INCLUDE ALL OF THE MONITORING AND CONTROL DEVICES THAT WERE PROVIDED WITH THE EXISTING bl STARTERS. EACH PROPOSED STARTER TO BE NEMA SIZE 3. EACH PROPOSED STARTER TO BE PROVIDED WITH A PROPERLY SIZED MOTOR CIRCUIT PROTECTOR AND THERMAL OVERLOAD HEATERS. OVERLOAD HEATERS TO BE SELECTED ON THE BASIS OF n' ACTUAL MOTOR NAMEPLATE DATA. THE EXISTING } FEEDER 3#3, #8G ROUTED FROM THE EXISTING MOTOR CONTROL CENTER MCC-B IN THE SLUDGE PUMP, BLOWER AN DEWATERING BUILDING TO THE EXISTING WIREWAY IN THE CHLORINE BUILDING TO BE REPLACED WITH 3#1, #6G. PROPOSED FEEDER TO BE INSTALLED IN THE EXISTING 1 1/4" CONDUIT THAT CONTAINED THE EXISTING FEEDER. THE EXISTING 2 FEEDER IN THE WIREWAY AT THE CHLORINE BUILDING r TO ALSO BE REPLACED WITH 3#1, #6G: THE EXISTING '10OA/3P CIRCUIT BREAKER LOCATED IN MCC-B, r CIRCUIT 11 TO BE REPLACED WITH A 150A/3P. O5 CONTRACTOR SHALL INSTALL TWO #14 WIRES FROM THE NEW FACP-02 TO THE ANNUNCIATOR PANEL IN THE OPERATORS BUILDING. © CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE LOCATION OF THE FIRE ALARM ANNUNCIATOR PANEL.?t O7 STUB THE SPARE 1"C INSIDE THE ELECTRICAL ROOM. i•" CONDUIT SHALL BE CAPPED FOR FUTURE USE. ® CONTRACTOR SHALL USE EITHER SPARE BREAKER OR SHALL PROVIDE A 2OA/1P BREAKER IN AVAILABLE SPACE OF EXISTING PANELBOARD TO PROVIDE POWER TO NEW CHART RECORDER. CONDUIT AND WIRE SHALL BE THREE #12 IN A 3/4" CONDUIT. FIELD ROUT AS REQUIRED. 9� CONTRACTOR SHALL USE EITHER SPARE BREAKER OR SHALL PROVIDE 20A/1P BREAKER IN AVAILABLE SPACE OF EXISTING PANELBOARD TO PROVIDE POWER TO NEW BELT FILTER PRESS BUILDING FIRE ALARM ANNUNCIATOR PANEL. CONTRACTOR SHALL ' COORDINATE WITH OWNER FOR LOCATION IN i OPERATIONS BUILDING. REFER TO SCHEMATIC 4, ON SHEET EY-6. CONDUIT AND WIRE SHALL BE 3#12, N 3/4"C. FIELD ROUT AS REQUIRED. 10 NEW SITE LIGHTING SHOWN ON SHEET E-6. 'al i c f sl ® ®0 15 13 5O S 5 10 13 0 16 MCE-8P O MCE-11P/C 12 HDP-2 • U RES-Ol i 21 HDP-3 ® MCE-11C1 © LPl-10,12 17 MCD-6P/C � MCD-7C1 15 MCE-24P O MCE-12P/C O O 16 O MCD-7P/C Act SPARE [� 18 MCD-6C1 15 MCE-24P MCE-8P 19 O O SPARE 3-1/2"C - � ® 2"C SPARE O MCE-12P/C 14 r� ® �-� 7 MCE-IIP/C 10 MCE 12C1 17 L MCD-6P/C 0 MCD-7C1 � O� O �� 10 MCE-12C1 15 MCE-24P 19 MCD-7P/C 13 LP1-10 HDP-4 � 18 MCD-6C1 0 2"C SPARE vv ® MCE-i1Ci 13 LPi-10 Oi O 2"C SPARE 11 HDP-1 5O 2"C SPARE 4 SPARE 1"C 5O 2" C SPARE SECTION 5 SI SECTION 1 SECTION 2 _ _ NTS - NTS - SECTION SECTION `r l NTS - NT' �I r 13 .I 13 LPl-10 4 i .#TION 6 �P�E.°F r F ................................. ALEXANDER N1ZOV ................. 85159 0 .... t , r.ENSg tfl; ,af zL PROJECT NO. 19863=31926 "' DRAWN BY, M. MfififiNti -- FILE NAME: 31926 E2 N VL�IYI PROPOSED ELECTRICAL SITE PLAN SHEET ; ,; �OR m SHEET CHK'D BY: P,IETRDVIc LITTLE CEDAR -BAYOU WWTP consulting • engineering • construction •operations SLUDGE HANDLING FACILITIES IMPROVEMENTS n CROSS CHK'D BYt M. HOWIE r to APPROVED BY: A, Nlzov CITY OF LA PORTE, TEXAS REV, �- REMARKS DATEe SEPTEMBER 2002 NO. DATE DRWN CHKD r. I E_2 ;1 cc LU C0 z Cl cc C 45'i "HEAD yo s�r�l J2, , t � r: - -'y--- +' YI­l -'x "t tsRAl^iir:sPl*TILI? 2 3 ERS v , � ?,1A111 E?IS1i..F.?t1110H I i t r . _._ (()F'4YA SL,It`J' I>ttli.L,,,, t 1 ttMt a I ) T10?4u:,41 i SHEET E 9 E II ; NOTES TO UTILITY POLE Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. MOUNTED TRANSFORMERS iJ2 OBTAIN SERVICE TO MCC-E FROM SECONDARY OF EXISTING POLE MOUNTED TRANSFORMERS. COORDINATE INSTALLATION WITH RELIANT ENERGY. SUPPORTS F -' "• I Q PROVIDE SERVICE CONNECTION IN ACCORDANCE WITH RELIANT ENERGY'S REQUIREMENTS. I texi ,*CA,BLE DEMOLISH THE EXISTING 3#4/0, #6, WIRES AND INSTALL NEW 3-250KCMIL, #4G, IN EXISTINGWEATHER HEAD THE CONTRACTOR SHALL PULL A MANDRILL THROUGH THE EXISTING CONDUITS BEFORE INSTAWNG THE NEWWIRES.PULL OUT THE EXISTING WIRES FROM EXISTING 2"C.WIREWAY© DEMOLISH ALL WIRES AND CONDUITS ASSOCIATED WITH THE EXISTING AIR CELLCT ENCLOSURE INPUT LINE REACTORS BY VFD MANUFACTURER. I' -••1 ® CIRCUIT BREAKER SHALL BE SIZED BY THE MCC MANUFACTURER. MCC-E 90 DESIGN OF THE MCC WALK-IN ENCLOSURE WAS DONE BASED ON THE SQUARE D MANUFACTURER (NEW DEWATERING BLDG) ry REQUIREMENTS. FOR ANY OTHER MANUFACTURER, THE CONTRACTOR SHALL COORDINATE THE ENCLOSURE f`}I REFER TO SHEET E-4 WIREWAY } SIZE AND THE SPACE REQUIREMENTS. i Ip THE MCC MANUFACTURE SHALL BE RESPONSIBLE FOR SIZING THE FEEDER CIRCUIT BREAKER, 480V..�; MCE-8P -- i 120/240V SINGLE PHASE TRANSFORMER AND LIGHTING PANEL G. THE FOLLOWING EQUIPMENT SHALL; BE ' POWERED FROM LIGHTING PANEL G (REFER TO SPECIFICATION SECTION 16481)r 5 DEVICES d 1 MCC-F I; `. METER _LIGHTING A/C UNIT r BLOWER BUILDING -HEATER SHEET E-9` • ':I I, TI, ,, , MCG-1-P ' MCC-0 RAS/WAS PUMP STATION o THIS SHEET w - Z Z N ua 2 OVERALL ELECTRICAL RISER DIAGRAM N m NTS c~i o 0 Q O U t i ' o z Z ru In ,° 1-w ow �F= on V zE LL aci �w m Z y o 0 Q G Uj a ¢ DQ2 o Uj LU O V = LU cyWy0W o��a�, o _o2a c4Jyca o ,v 0 w i N m m . m i REV. DATE DRWN CHKD N NO. 1i w THE CONTRACTOR SHALL PROVIDE A LIGHTING PANEL SCHEDULE. o °' r ' 01,3 1 , i 2 DETAIL A 2 3 NTS - 3#2/0,#6 G,2"C[0- (TYP)_ 1 }'1 L.A. 150A }, � 7SR _ .. 2I 1 2� ' rA 1 J 3P 3-PT'S ( 3 4 5 7 LINE LINE METERING REACTOR REACTOR o _MCC-G 3-CT'S 480V, 3PH, 3W, 600A, BUS 65KAIC 2 k ) 1 2 3 4 5 6 7 TVSS LINE XFMR 8 RFORT5 R LIGHTING PANEL' 0 100A 100A 20A 20A G Sr+art -• )8 )3P )3P )3P )3P , 6 10 3 I q I } METERING m Lrh' LEVEL TVSS ALARMyi VFD VFD VFD PANEL LIGHTING 1 t)N (50HP) t50HP) (7,5HP) PANEL f 1�-- -- -- -- -- G MAIN MANUFACTURER SPACE SPACE PROVIDED CABLE IN NEW 2"C ark 4 d 0- \ t �'� tiI •t CID ID JD SIDE FRONTor— ik r' NEW PULL BOX, MANUFACTURER MCC-6 ft I IA PROVIDED CABLE IN EXISTING 2"C ELEVATION J 45 45 G) 7 r t N ON N ON OO. OON IM ZU y Z W ZW ZW O OW QW •„ ' , i xii EL 7 a_ wz d N ? _j a ci�P�EOA[F�[ p t OZ a� a 3 a ALEXANDER NIZOV sr rn _ RAS/WAS STATION DEMOLITION I RAS/WAS STATION MODIFICATION MCC-0 ONE LINE DIAGRAM ONE -LINE DIAGRAM � Ns� I'v `. NTS NTS ri DESIGNED BY, M, HOWIE es})i t'RQJECT NO. 19863-31926 DRAWN BY, M. NAHANA r FILE NAMES $1926 E$ CM + LITTLE CEDAR BAYOU WWTP OVERALL ELECTRICAL ❑NE —LINE , SHEET CHK'D BY: PJETRDVIC SHEET j { , M. HOWIE consulting engineering constrconstruction`°'°° °Pe`°`o°' SLUDGE HANDLING FACILITIES IMPROVEMENTS DIAGRAM CROSS CHK'D BY: APPROVED BY, A, NIZDy CITY OF LA PORTS. TEXAS. E-3 REMARKS DATE: SEPTEMBER 2002 , �1 cc W m 0 Q 0 w z N C G W aw �J z � Q • a LL n m COZU) W 20 W" Z a m QG Z o _ ; V• n N W J12G' W �I CL O2.Q J U) = CL — — — — — — — — — — — - — — — — — — — — — — — — — — MAINCIRCUIT 1600A, 48OV, 3PH, 4W, 65kAIC, 60HZ . BREAKER 1 2 3 4 5 6 7 8 9 10 11` 12` ' 3-PT'S 1 i l lY1CP l MAP 1 MSL 10 1 jdCL' 1 UCP- 1 1200AF 1 99 1 30A MU PLOT IN 3P 3P 3P _ L3P _ 3P O3P J 3P l _ 3-CT'S a dI S S N N to N N N TVSS to N VFD VFD 15HP 4 CG� 13l 14l 1516 l _I 3PH _1 150A _I 30A _/ 3PH 17 18 /3_/30A H � U ; U tl �\ O \o � z-NU 0 U U UU m _ CL U - - dN ? V\ m N ' mt ' t WW W O OCD U W (D W W i Ur o Uj o N N O CU # C> ?c L) u U ie U cD o r (D u # a ? a a s c5 �° 8 (D O u u o 0 v m o I g (o g ti Y- M o w u to ro TX -LP ro ro to a ^ w w w O a d o 30 KVA N U N U N U OU as it X N N N 1 O N i•7 N to '1_ U I200/208V Cl! N N N w to - N 3PH, 4W BELT BELT N r i m rn p z o f ot0 b o T (D I FILTER FILTER ro in -t ro5? 1w rn w m CL w t? w m O PRESS ul PRESS a2 O w a- r- (r U r U r N x CONTROL CONTROL Y 2 x x x x u PANEL PANEL d oo a (L LL 1; LL q tBFPMCP-30ll (BFPMCP-302 to t _ w- ma `Da a a J J J J oro MP o0lle m mrv u # ar ; arQO14 N N U W U W( ) (�Fel J J -i�r.-. war ro z �/ V 5 1.5 1.5 MCC-F 10 10 z N W a w ai 3 1 3 1 wp WK C7Ld UW N3N NON QO� QF>N QON U-a) U V aOd' dNv MO W W -tt) Ntn. N p 0 U) r W t r W to >- li t >- Ls. lL >- LL >- U W Q Q M O O O t N N W C✓_ r t { w tL p O W M Q. W W t w !L W W LL. W p t �- r t O to >- O O Z� Q Q z w O >- x J d CO a CL r W r w. l- W " r CL (L tL d w O O p- t W p O S O-. CL z w Z Z w Z }. - (n � in K S � m 2 N S to r � r � x !n r N N d N N Fy Q (n to w r tL r CL O CL D � x � x w r CD = p Q pr(n W�(n waN Q N Q N Q !n C7 (xJ1 2 �! U'r(= Z �f= >� rOf Ww\ r \ rg\ x \ x \ x \ o o x - \ �\ � �. �p >K). Ja to Jpm X X X V M d d p M N U O t7^ d p- a. wo Ldzx TEL x ti°-x w m w= w= N x N x a (na cn'S c? ww �p� Jr� JWtn N N (n Z to z to Q �� p Wp v, 111 J Q w li a W J r w1t' w -.10- x w M m w CO w - MCC- E — — — — — — r — - ONE -LINE DIAGRAM NTS m w 21 22 23 24 25 26 m l *; b` 324A / 3 1 3MCP 1 3C 1 r 11 �l 6) fa �l J i 180" NOTES; 3 F; 3 Ol REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS N N N 20� _ (TYP) U) W U)_ I 30" 20" (TYP)-I 30" AND GENERAL NOTES. L - - O BREAKER SHALL BE SST, LSIG, t00X RATED WITH ADJUSTABLE SHORT TIME PICKUP AND DELAY, GROUND FAULT PROTECTION, MOLDED CASE, AND FIXED MOUNTED BREAKER. BREAKER TRIP 5 1 8 13 10 Il SETTINGS SHALL BE ADJUSTED ACCORDING TO THE PROTECTIVE TVSS SPACE DEVICES COORDINATION STUDY (SPECIFICATION 16000). E - — 25 26 3O MCC MANUFACTURER SHALL SIZE THE BREAKER ACCORDING TO c — — — — — — — — — THE TVSS PROPOSED._ _ c U U SPACE SPACE C> v it 2 6 ®MCC SIZE IS BASED ON SQUARE-D. MCC MANUFACTURER OTHER \ o \ o p THAN SOUARE-D SHALL COORDINATE SIZE WITH AVAILABLE o n\ N p a_ 14 15 21 SPACE. SPACE LIMITED THEREFORE MCC CANNOT BE ANY ro N LARGER THAN WHAT IS SHOWN. MCC'S LARGER THAN SHOWN 1S t N N N N N INCOMING SPARE FOR cw Q u W u w (6 w MAIN FUTURE NOT ACCEPTABLE. # U N U a BREAKER SECTION N # " AND 3 7 16 17 22 12 m N O BY EQUIPMENT MANUFACTURER. U i o METERS SPACE SPACE M N N K) N 0 (i�• N - - (V N _ # u 18 19 23 4 9 SPARE J J SPACE 20 24 M CONTROL O _ PANEL a - 4 o .25 2 .5 5 • a �P(� OF••% Uj U)Uj p O WmUj > wo>>t CD a a a SIDE FRONT I o x mar ��F N F of (°n ALEXANDER NIZOV W \ tea\ MCC- E E15159 ; o >- N J N w �rCENS�O t� ' a ELEVATION ®....... to n (n m NTS t t V DESIGNED BY= M. HOWIE PROJECT NO, 19863-31926 l , DRAWN BY= M. MAHANA Cm LITTLE CEDAR BAYOU WWTP FILE NAME: a192s—E4 t SHEET CHKD BY, PJETROv1c MCC—E RISER DIAGRAM SHEET consorting•eng(neering•construction. operations SLUDGE r L DGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY= M. HowIEAND ELEVATION r, APPROVED BY, A. NIZOV CITY OF LA PORTE, TEXAS # °3 '.RFV.. c A z NO DATE DRWN CHKD REMARKS DATE, SEPTEMBER 2002 f ►. a z z C N N r aIco w = to Z Z • a m t3 w om 0 a ¢ , H w Z Z N CL � � 1—W aw = F J z = V Z a O tai. m Z N m G W Q aQ O W()OW In _ja0 024 U) c li i 0 0 f M 0 B C D E F G H •' qi `t - + ' 1i+• i NOTESe. 1 i , I „ . t REFER TO SHEET T E i FOR ELECTRICAL SYMBOLS ABBREVIATIONS AND »__._ _... N GENERAL NOTES THE CONTRACTOR SHALL INSTALL NEW J-BOXES IF NECESSARY. TO i'Hhzy'y ,._._.__..,_'___....__._........_..._._....-.... ..._...,.. _._......•......... ...... _.......__._. _. ,. ..._. _., .._....___.....,.: ,.__. _,. _. .... __ _ _... .. _.,.:... ....... .... ll it...f...._.-..-...1.'•'s W ACCOMMODATE BENDING RADIUS REQUIREMENTS OF THE NE -? MANUFACTURER SUPPLIED CABLE. { 1 i 3Q REFER TO DETAIL AE;.ON SHEET EZ-3. (y F } tad REFER TO NOTE 4. ON SHEET ,E=3. ?T - Q5 DEMOLISH ALL WIRES AND CONDUITS ASSOCIATED WITH DEMOLISHED RAS FLOW METER. CONTRACTOR SHALL FIELD;VERIFY LOCATION OF RAS FLOW METER. _ .. ......_ -.._.. .. .. _... _....._ . .. _...,_..... .. _., . _..:: _., ,.,,; ; • '; ? 2tt12. tt120, IN 374"C FROM EXISTING. LIGHTING PANEL R§L<'� Yn3._a Q USE EXISTING CIRCUIT .TO NEW LIT-1000, FIT-1010 AND, FIT-1015 , IN I C T - - .7 ,.. _:......_ .... r.. 1 I MANUFACTURERCABLE AOlOE 7 INSTALL i 2/C++16TSW IN THE EXISTING SPARE 2 1/2 CONDUIT FROM. _ Q THE LIT 1000 TO THE CHART- RECORDER INSTALLED IN THE EXISTING . `.____. i ,...+(' . f_.•'._ �.. 71{..__:,..... s..... ,.,._. {%J!,. 31 .1't', . ,.(It..'. t i : ( ::'=,;::::. c•.._ „ .tt , OPERATIONS BUILDING: REFER TO DIAGRAM A. .,• i t _._.....(({1.-, b:? Er ;...., sc; .. ...:.._ .. •.r I ! 1 E i II t ,, t ,ik (t ' i i :'., .. r: `" I` !+',..,( _ (, , ,: ,• IJ,i• ! l 1 i 1; f , j ( `, 8 REFER TO THE SPECIFICATION 16481 FOR THE ELECTRICAL EQUIPMENT . il-tilIt (�] ( _- R + - Q ENCLOSURE REQUIREMENTS: R THE CONTRACTOR SHALL INSTALL THE CHART RECORDER IN•THE AVAILABLE SPACE INSIDE THE EXISTING MCC'S IN THE OPERATIONS }, i n• ( - i + f`. 4 } BUILDING OR ON A EQUIPMENT STAND ADJACENTTO•THE,FENCE. COORDINATE THE LOCATIONWITH THE OWNER. It E r +fj ,.:.: I i?I tt it 1 i 5 I ' __ LSL-1000 il( ; LSH-100 ('_._.. _ _. i . .¢._._ f + (. LE-1000 0 J J I — ! r s ;.. � i MANUFACTURER .CABLE _:. I ( IN I C T � it I J: f r�;�� , r i' (� +� ,1.E ;ti :.. , Ijy : _�: 10 HORN AND BEACON SHALL BE PROVIDED BY CONTRACTOR AND i i •s jj jj „ li 1 LEVEL ALARM PANEL INS[ Q SCOH 2/S TO EYO-2 HE 1 LE ANE DE MCC G. REFER TO it REFER TO NOTE 9. ON SHEET E-3. 3 { t - j •,'y. ' If ! l FIT-1010 / } � © FIT-1015 NEMA 4XSS � y MCG-1-P / / MCG-6-C _ y _ _ _ 77 .. — — — — — — — — — — — — — — — — — _I/ ��� ��— — — — — — — —� - 4 � i1lsk.,r ,.} Ll J— — — — — — — — — ------ T 1000 i1 ✓'.yam S X _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _It I EW J-B❑ - - , ... ,: <- . _ ... _ ..._ .•_ _ _ - - i`✓ ' ,, :'; ' MCG 3 P , NEW PULL f -BOX MCG-4-P TO MCC-G III i; ' � MCG 5 P / J / I 10 4014, 3/4"C ( I 4 r EXISTING DEMOLITION Q5 PLAN MCC-0 1 I >' ! r� Ita tt4/0 BARE COPPER s`3 CONNECT TO THE GROUND WIRE (TYP) \ r I EXISTING GROUNDING SYSTEM y. s • r r ,n ,t, 0�0 r Sri r 1 3 + O F, _. —EXISTING MODIFICATION PLAN 141 In t ;!• l..... ` CHART RECORDER i-2/C 16TSW 3/4 C ` ,sr i t )( ± 1-2/Ctt16TSW IN EXISTING 2 1/2 C d }. : 1 j At yyy t, {{ LIT 1000 J J O i itl ..:,•, r i �. ,x,:_ �� � + t'.L 1-2/Ctt16TSW.3/4'C r� I EXISTING OPERATION BUILDING S BU NG r, r..- } , ' of , .. , _:i.. :....(t t' •, ;t .11 � }- . et. pLEXANDER NIZOV is F.? U �,r '.•• MODIFICATION I DIAGRAM A a5leso f ENS•: i ` :x ,.;• t ;y_„+t�,.f _R _ SECTION 1 NTS _ y iL, yr `Ifl vi�J r^ .Y f K•n n. of t { .'i , 3/8 „-1 —Q� _ 1�t 5. M. HDWIE PROJECT NO:` 198G3 DESIGNED BY, FILE NAME} 4 51629 DRAWN BY: M. MAHANA LITTLE CEDAR BAYOU WWTP PROPOSED RAS/WAS PUMP STATION X o PJETROVIC ' SHETI % - SHEET CHK'D BY, M. HDWIE`°=°,"°9•a°9meed°9.coo51oct1Oo.oPe„`;on_ SLUDGE HANDLING FACILITIES . IMPROVEMENTS PLANS AND SECTION ELECTRICAL MODIFICATIONS n CROSS CHK'D BY: - APPROVED BY, A. NIZDv CITY OF LA PORTE. TEXAS i REV. DATE ORWN CHKD REMARKS SEPTEMBER 2002 NO. DATE: r, :.u**1 .y{4 ��1'�. t �P. rll t �'. I a i z' (. L] 1° ' N W o w z L) = LL } _ m.Z-N m m W 0 R J Z ozLLI = V > ti W U) O WLLj n I oFJ-_jIL o~�U)aa N t/) • A - 8 C � 0 E F G H NOTES: Ol REFER TO SHEET E-I FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O CONTRACTOR SHALL FIELD ROUTE CONDUITS AND WIRES FOR SITE LIGHTING. LIGHTING CIRCUIT IS SHOWN IN DUCTBANK SECTION 3 ONLY' ry: t` - CONTINUED .,BELOW -LEFT r F w. I REFER TO SHEET: E !� HDP-I, HDP-2 FOR CONTINUATION i LP-11. 2"C SPARE , <t `r I i r ( , : I I , PIT-1105-03 l` 3 i AD-3 I E 2'. I I j 5-03... _. { 110 I 4 s 1 _ AD-i ;. i ,: t 1 E_ 2 E 2 l 1105-01 J MCE-24P PC p 1 e SLUDGE BLANKET R �40V —�I _— --------- — p —--�LDEV L TRANSMITTER i AT EXISTING SLUDGE FMH-02B 1 MCE-24P I PIT-1105-01 HDP-3, HDP-4. HDP-3 I I THICKENER. REFER TD I I SHErTT E-2. LP 12 — -- t 2 C SPARE h: s HDP LP-il E-2 I I': Lh I j� {.. I 411h, 1 f't;{• PC it PROPOSED DIGESTED MCE-24P I ; PROPOSED THICKENED�,rTs I SLUDGE PUMP STATION. P I 'i SLUDGE BELT FILTER i REFER TO SHEET E-7 S FEED,PUMPS „� FOR ENLARGED PLAN. I �� a n -. - 1 ` is — I 5INt �l,I ;. _ ... , I, , FOR D PLAN , PRESS it 44 REFER TO SHEET E 8 , I ' it Ira ENLARGE PC 4: I'1 '' -.. ._- ....-......:.. it Fli i 1 ,... ._ ...-...... _.. ... .- _ { a, i 1'`1�'�. -.;..,. .. .. ' I T A -:- .--.-.. .... -. .....__.... .. .. ...... _. _..-.._..... ....-...._ { , r '. i ' �.Ii'r' Prl k:�t rt >,g F .�,. �_ 1 i 1 ti•, ,''4;' MCE-24P; f }Ili if i • r ? \ • --- = I 1 HDP 4 LP 1 2 t L I " i i. PIT-1105-02 " HDP-4 5 ;: I ! { _. _......_... _.. __._. _ _........ ... '__._. =# Ii, _.._.._ ..._... - it it !it ._ AD105-04 + AD-2 LP-12 ; y..,:i,--.) i � (T a f � k. 0 � I I 1 ,ri. 4 ':y`• c` .: 1 I. t l ._.... -. _ ........ ..... 1 4 t ! 'S:- iE 4 .'F`•..k i i s b :; ! • ] ': i i r - I ' r v ivi. _.-_- LP-11 I' 'J „ ,, �• � HDP 2 • I. 4r t - - I ' t i ; N i I PIT 1105 03 i i'v(TYP) DP 2 r ::�: t; 11 - ' HDP-I, H - 1... � � � r•, ::, f �' Z Gj s ti ! 2"C SPARE .. , ` ! E32 i _...... .qi�f REFER TO SHEET -2 ,4 ;iri' �I<lx dr." C t - - �`l.S,S.tFOR- j t3: NEMA 4XSS PULLBOX (TYP) 4 ` , ` o x } I }!t 4 OF 4,I { :. i- ;: '. �:; .'. .. atxlartotflLP+Sla.raxr.Nuxs1,M:•4t3teRwwv.]r.<mFR'nnl.ci::a; a4eR,nitrtentiaenA2tYtmaam..'RPm+vroa•rfm:tleau'a�nm:varnsov-r _r.eK:e+xam. tn. .. s. ,awz n.men..,st :�rqu etrt.<c. ,Na:ecmr... ,.. ;n u.;: ,_.. »:,,'...,..r s]'�eaux _�..an.? j{ r$ I � 4 � P.,..,: ] _ _ ; { _.. r_rrrrr_r-._...__—r_rrrr_._—..,._rr._—__r».--_..,,--r_...rrrr_rr,..r.«..._.,—.._._.—_._.-,._...._._-._......,_...____._-,. ».- . _.__.-__.__...__ -... _, _»,r-: �; . . .. _ .. s I • _ i i i llr BASIN NO.1 AND 2 PARTIAL CONTINUED ABOVE RIGHT BASIN N0.3 AND 4 PARTIAL ALEXANDER NIZOVi.�j PLAN PLAN s5iss O ` lCENSS i fi M. HDWIE FILE NAME::; 3i926-E6 iitb DESIGNED BY, PROJECT -NO: 19863-31926 r ' M. MAHANA u r Pill DRAWN BY: LITTLE CEDAR BAYOU WWTP Jr PJETRDVIC PROPOSED AEROBIC DIGESTER S1�EET ,.r ° 'a jqe i"{ ylr , + •`_ SHEET BY: consulting g ons n Ions SLUDGE EN S CHK'D [in •en sneering •c tructia •oPeraC " , n stk + {jf' M. HDWIE HANDLING FACILITIES IMPROVEMENTS TS ELECTRICAL PLAN r r ! CROSS CHK'D BY: - fir '.3 ` '"'1' APPROVED BYr A, NIZDy I CITY OF LA PORTE. TEXAS E G ar t k }� v; :,NO• DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 I p.Si `1 x"'. 3 ' 1: :rl•tX}` (,:1! i qx , -Pr '?t Y4 ] A,I 9 zz Z N N -W 1 w� 10 -�V Iza O LL a (9 m .► mZF_ o0 ��� QOUj a Z 'a oC)=Uj >t� r LU U) w o p� l o_Uj O�aj NJU)=CL I NOTES: n+ � Ol REFER TO SHEET E—i FOR ELECTRICAL SYMBOLS,. ABBREVIATIONS AND {' w ` am't GENERAL NOTES. p"3, ° Q2 CONNECT EQUIPMENT TO GROUND SYSTEM PER THE LATEST, LOCAL CODES. _..... _ ,.........._. ...._. __._.. sr+kt I, - — _•. _ _. ... _ 4e1� 30 STUB UP AND CAP 6" AFF SPARE CONbU[T. t �', L 1 raj i:tYk" t it ` s I ti . a 111 ,hi I'r 1 1 I I EZ-1No — rr, I ....E ;,� ---------- -- — Jr— 4t _)REFER —6 FORCONTINUATION — � :I — — — _ J MCD-6P/C MCD-6C1 2 l4 ! (WWP MCD-7P/C MCD-7C1 i1,�ul PSL-1110-01 I I PSL-111072 LP-10 GFI 2" C SPARE y nl LP1-10 tr DSP-03 i s 1 •' i ' It WAI Aii 'a , III IPSH-1110-02 i 1. T1 t't ; PSH-1110-01. " s:,. a ai I 1� k i J IR j� 3 to _ .... .ram •. .. ..1 �� •� �� _ _ F ,7}, i - I k ,.� . #4/0 BARE COPPER. .;. f: ptj GROUND WIRE ( 11 - • C CONNE THE EXISTINGCGROUNDING w 3 t I SYSTEM i t I , r , i / o _ , M PLAN 0 3/4"=V-0" tivhik``I r?� o "1 I OF l y ALEXANDER NIZOV Its ` PROJECT NQ 18 � a i FILL NAME}.196=��� DESIGNED BY: M. HOWIE wsrul DRAWN BY: M. MAHANA I LITTLE CEDAR BAYOU WWTP- DIGESTED SLUDGE PUMP. S.TATION,. ,'` .. , SHEET+,,., ,i 1� > £ Cm N PJETROVIC ( SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET CHK'D BY:consulting•eng(neering•canstmction •operations ELECTRICAL PLAN f t '� '' jCROSS CHK'D BY: M. HOWIE I ' t M CITY OF LA PORTE, TEXAS m APPROVED BY: A. NIZMV OI t 5 i4 SEPTEMBER 2002 I� REV. DATE DRWN REMARKS DATE: N0, CHKD isu li'� kA tl � t a a I ;v a I I a _ Iz z m y r �w Q o w F 2 .E L) O LL 0 o o QzW Lu Q_ LU cn J O W o is fl�,_�iy i3 1 1 PCHKtD ,g� �x I`xcl, c ✓ i2EV: bA E DRWN REMARKS is � ` H cc w m z CI cc n. it - W_ U Oil mZ0 JE CA 0 M W=L Wyc _j :3u)• f fl r,l,..y{j!(r, tC' �",i'�;,f�?ti` CIL •Y'^'�'.1LiE{t• q '�t2'.. 6+ 3 ,'i .. , •. - 'f 4t' �'l `'� 'iijf f ' 1 f SY ( Y Z'i Flr• ih it o { OR ; • • 11,ot it i Ij t r -Y�4 kt f 9 r , i j x?ram r F t 4 �� r �� ,1� ;� •: • f ,cth k f 5w, ng t m }vTa'p f aJ i H ,. F , ,_.__..____.,->_- �a r.,...... .._. ..... .. ... .......... . __ ,_, - __.... .... u � 1000A. OV. 3PH, 4W. 65kAlC. 60HZ t MAIN CIRCUIT 48 4 5 g 7 ! ( BREAKER 2 3 3-PT'S Q7 30A MCP MCP i MCP • 3P 3 3P 3 % 3 t} MULTILIN I { �? :..j'.•.. ..) 1... _' }... ).�e :1.. \. 4 "j1... _... ... '+ .. ! i t$2, PQM 1 P ,. w w �...._. .. _.„? '}. _...... .. ' .... __. ..... _.... _..._ . .... ....... ! '':i^` `•L f'`a CT rJ N O in f 15 _. i f r't ! ,.t�;� w't ',ls t , lsoo:5 U) i; 1 v } ]294AE I �3P J I , E L , } S.C. A;rm'+ti � __. . ' 4 r� r# ^ U p r —I N '� n U o U �'t(;,li'a.i 1 I o- 1 o a v to I— J o m to, I— i .o r v ti ""' ' ; ' t ? •., ' 1 O I<1 — ' V Tu # l.. 1_ - V U- m Ii -_.» `'. I ' i. y , L�J V LL V' — # U O. U ft O i i w o p LL u c� N U N o tV .,Mpq .... __....., - L tt l. to)��� t 1 w fit er 4 5 4 5 o MOV MOV MOV 175 - h� N M �N - cp NU Ncr #Md'. V OM OOj O>_ OHO Oj. OHO - EXISTING MCC—D PARTIAL m, r m r m w a z r a z w w r w , w d w a-U ~c> zw zu j J0F JOB. R. f- N. WI" 0m W= �m W= 0m ONE —LINE DIAGRAM m�N m�N m�� oN pW o: pW o: uiW O N OW N OW N O= 3d mU .3d mU 30a N TS > c=i c=i c=i N p rn _j to J MCC—D DEMOLITION o o m 'o �, m m m. ELEVATION MCC—F NTS ONE —LINE DIAGRAM 12 NOTES: nt i Ol REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND F ' _. _.. NTS GENERAL NOTES. x`z, O2 REMOVE ALL POWER, INSTRUMENTATION AND CONTROL WIRING ASSOCIATED. II t T E EQUIPMENT TO BE DEMOLISHED COMPLETELY 1¢' 6 SOURCE. SHE P ETELY BACK TO ITS __ . T _ ..._. _._ _....._...:.__.... I w ) O EXISTING CONDUITS SHALL BE DEMOLISHED BACK TO THE FIRST FITTING �P'tt .. l BEFORE THE CONDUIT BECOMES CONCEALED. IF THE EXISTING CONDUIT ct ! f.'?.!` ) li 3P / 3P STUB -UPS. WILL INTERFERE WITH THE NEW EQUIPMENT BEING INSTALLED t i. I z" THEY SHALL BE CUT FLUSH WITH THE FLOOR AND THE AREA PATCHED TO ;$An N N MATCH THE SURROUNDING FLOOR. �( . N ® BLOWER NO.2 SHALL REMAIN IF ADDITIVE ALTERNATES NO 586 ARE NOT N N SELECTED. f r,� 1 { O IF ADDITIVE PERFORMED ALTERNATES NO.596 ARE NOT SELECTED. NO WORK WILL BE _.. _ . ____. _.__._ 6 BREAKER SHALL BE SST. LS[G, t00x RATED WITH ADJUSTABLE SHORT TIME , lli t O PICKUP AND DELAY. GROUND FAULT PROTECTION, MOLDED CASE AND;. `:' { FIXED MOUNTED BREAKER. BREAKER TRIP SETTINGS SHALL BE ACCORDING sF'f�i U e TO THE PROTECTIVE DEVICE COORDINATION STUDY (SPECIFICATION 1600). MCC MANUFACTURER SHALL SIZE THE BREAKER ACCORDING TO THE TVSS i co , PROPOSED. ... � BUS DUCT Q i t f U i 8 TOP HAT SHALL BE PROVIDED BY MCC MANUFACTURER. THE TOP `HAT. f k3uc O SHALL NOT BE HIGHER THAN SHOWN. THE CONTRACTOR SHALL BE 1p PFCC TOP TOP RESPONSIBLE TO COORDINATE THE MCC BUS RISER BAR CONNECTIONS WITH a,S °ra 1� 5b I a (TYP) 20" HAT HAT THE PROPOSED BUS DUCT MANUFACTURER. THE MCC BUS RISER BAR x)A ® (TYP) 11 ® SHALL TRANSITION 90 DEG ` DIGESTED �- 20" -� O9 INSTALLED W TN THE BUS BARS INSTALLED 1N A' THE BUS DUCT SHALL BE FLAT HORIZONTAL CONFIGURATION FOR MINIMAL HEIGHT. BUS 90DEGREES 5 2 1 TRANSITION SHALL TAKE PLACE IN THE TOP HAT. BUS DUCT SHALL BE (, t 3PH, 4 WIRE WITH RATTING TO MATCH MCC RATTING. l0 POWER FACTOR CORRECTION CAPACITOR (PFCC) SHALL BE SIZED AND - )i: rri� PROVIDED BY MOTOR MANUFACTURER IN ACCORDANCE WITH SECTION 01111. PFCC SHALL BE INSTALLED ON THE TOP OF MCC.BY THE CONTRACTOR THE CONTRACTOR SHALL COORDINATE THE SIZE OF THE PFCC WITHTHEr 3 MCC MANUFACTURER. MCC MANUFACTURER SHALL'PROVIDE WIRE LONG 1+sSr t ENOUGH TO CONNECT TO THE PFCC. CONTRACTOR SHALL INSTALL MINIMUM,`snL^ 14 SIZE OF 1-1/2" CONDUIT BETWEEN MCC AND PFCC.*S 1F 90" 11 MCC MANUFACTURER SHALL REINFORCE THE TOP TO ACCOMMODATE THE 7",;=ail}yt? WEIGHT OF THE PFCC'S. 4 12 MCC SIZE IS BASED ON SQUARE-D: MCC MANUFACTURER OTHER' THAN SQUARE-D SHALL COORDINATE SIZE WITH AVAILABLE SPACE: SPACE IS LIMITED THEREFORE MCC CANNOT BE ANY LARGER THAT WHAT IS SHOWN. MCCS LARGER THAN SHOWN WILL NOT BE ACCEPTABLE, t 13 CONTRACTOR SHALL LOCATE EXISTING GROUND AND CONNECT •NEW 7 EQUIPMENT TO GROUND PER THE LATEST NEC: ro h rl 4n�t 3 14 IF ADDITIVE ALTERNATES 596 ARE NOT SELECTED, DO NOT PROVIDE MOTOR STARTER. _ 4 0_= x Jet+kl' �\ a �� N N MCC—D MODIFICATION SIDE �- 20"-----30" 32"(TYP)t :,F Nr .i ON d O..' . n 5'-4" .��, OF '1 n a.N aN ( 6 -10 FRONT o= 0= ELEVATION f. A N I NTS MCC—F ....:.. ALEXANDER NIZOV EXISTING MCC-D MODIFICATIONS ELEVATION 12 q� ONE -LINE DIAGRAM NTS 'r 9r1 ,FLI h , . �CENS.� � It NTs • �; ' A1�" w `' }'0 _ . PROJECT NW"19863 319E6„" DESIGNED BYr M. HOME FILE NAMEi 3192G+E09,( + 'Y}tnF a{ j DRAWN BY: M. MAHANA f LITTLE CEDAR BAYOU WWTP EXISTING BLOWER BUILDING sHEET,,' SHEET CHK'D BY: PlE7Rovle CantuIting Q 9�Pef�9•<o�„�<ro�.oPerauo" SLUDGE HANDLING FACILITIES IMPROVEMENTS ONE LINE DIAGRAM DEMOLITION CROSS CHK'D BY: M. HOME APPROVED ev: A. Nizov CITY OF LA PORTE, TEXAS AND MODIFICATIONS I REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 1;riik' p NO. cc W cm G z m z a cc Z N - N m N m H W m Z -� z � V Q OLL y m m¢ Om W F L OZW Q a o WQWQ n W(n�W omQ vI =IL i f NOTES: It !G , j' Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. ;. ;. O REMOVE ALL POWER. AND CONTROL WIRING BE DEMON ASSOCIATED WITH HEDEMOLISHED COMPLETELY THE EQUIPMENT TO BACK TO ITS SOURCE. - ,•• - EXISTING CONDUITS SHALL BE DEMOLISHED BACK I O THE FIRST FITTING _--- i x CIS ... .. ... ,,•' BEFORE THE CONDUIT BECOMES CONCEALED. IF THE EXISTING CONDUIT i ! !,'� 1 STUB -UPS WILL INTERFERE WITH THE NEW EQUIPMENT BEING INSTALLED PATCHED , j i THEY SHALL BE CUT FLUSH WITH THE FLOOR AND THE AREA I' ; i 3 a TO MATCH THE SURROUNDING FLOOR. ---- , � . ® BLOWER N 0.2 SHALL REMAIN IF ADDITIVE ALTERNATES NO.586 ARE NOT 1 SELECTED. ii te ' it 1 itM PLAN �(tf fr �• to I In OF n c m'oni o t B ti ALEXANDER NIZOV f. a t } 34 , CENSE ...... X. 4. PROJECT NO. 19883=31926 t - ' "I M. HOME FILE NAME• i9�6—E10 "{ �,. DESIGNED BY: N. it o DRAWN BY: M. MAHANA LITTLE CEDAR BAYOU WWTP EXISTING BLOWER BUILDING SHEET � i m !� SHEET CHK'D BY: PJETROVIC - consulUng•engineering •cons[mctiom operations SLUDGE HANDLING FACILITIES - IMPROVEMENTS- ELECTRICAL DEMOLITION PLAN AND SECTION, _ - N i 4 v a 0 CROSS CHK'D BY, M. HOME ; ,'� ' APPROVED BY: A. Nlzov CITY OF LA PORTE, TEXAS E.� O Ftr 1 fi m REV. SEPTEMBER 2002 N0. DATE DRWN CHKD REMARKS DATE: „> i,i N LL 0 W 0 `¢`t m ?� ? � i ?a V z LL Q m ate-- �o MZU) rv-'Z 00 I¢¢ a 10 OZw V=LL, �n WyOWI � J (L _05; U) =. CL " G H ; E F + B C D ` " s �� NOES: ; ' { Oi REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND ',s GENERAL NOTES. t't+. O2 PULL BOX FOR POWER CONDUCTORS SHALL BE SIZED FOR THE Ri ui'� INSTALLATION OF THE SURGE CT PP.OMDED BY THE BLOWER y,l jc • - MANUFACTURER.' p o a, 30 1F ADDITIVE ALTERNAES NO.5&6 ARE NOT SELECTED THE WORK SHOWN l (' ` n N i'a1 • FOR BLOWER N0.2 ON THIS SHEET SHALL NOT BE INSTALLEb. .. , ; , , ��, +�� 1' NLET AND OUTLET VIBRATION TRANSDUCERS. CONTRACTOR. SHALL VERIFY '1`eb THE EXACT LOCATION OF TRANSDUCERS WITH BLOWER MANUFACTURER: 1 ff tig; .�,, x 6 A? ''•,'L !_+ ,,,;+ 4 +' !' ; 4 ALL OVERHEAD CONDUIT RUNS SHALL BE INSTALLED TO NOT INTERFERE ``s;V _._. a.jj i' "'.' i .li� t! �? �? WITH EXISTING EQUIPMENT, LIGHTS, ETC. uxl` 1 .ij �i{ 111�` of i :i -�_' ,�...: �I i� II• �� �y „ 'i,i ,,. 5 BIJS DUCT SHALL BE INSTALLED:TO NOT INTERFERE WITH EXISTING ..a`j....'.i; fit +�... li. ,II i .. ._. _ i.� �., i;t.. 1Ik y , ,; ! ETC. IF BUS DUCT INTERFERES, WITH EXISTING '.f ,,i ^;•, EQUIPMENT, LIGHTS, ,: -- - ''' EQUIPMENT, THE CONTRACTOR SHALL RELOCATE THE IXISTING EQUIPMENT ; *, r �;�t{zis : ; 6 OR BUS DUCT AFTER APPROVAL OF`THE OWNER: AND ENGINEER Nb y'��' a ! ADDITIONAL COMPENSATION SHALL BE PAID FOR MODIFICATIONS kl la?- r _ T UP 6 A OVE G �i' N%': li t• , i'? ; i � t j AND. CAP B RAOE FOR FUTURE. USE. '1[,' :' i_ ... ., . " _._....._. _.._. i STUB UP INSIDE MCC FOR FUTURE USE. ty,i: t '_. i... ., I l 8 SYS EM. CONNECT NEW EQUIP ENT TOnGROUND SYS EM PER LATEST' , i# 1 NEC AND LOCAL CODES I "•' i CONTRACTOR SHALL RELOCATE EXISTING LIGHT FIXTURES AS. REQUIRED ;,-,t ;` t 1 FOR INSTALLATION OF NEW BLOWERS. "..x � i t ,r .'S _ 1 1 1 pit i 1 "ttil���4��1 ? � , ,,r3�.I,,t ' 1 1 t ?,qt --_.- �i. (TYP 114,+; � i t � t,1n traad 1. jt BUS DUCT © �+;+ �l'! .i .' , t ,SyVY c MCC—F �lij< r�1 I !! 4"C SPARE O7 / ys{id}*, ,:y r. MCD-6P Si. , F„ MCD-7P ' i ` MCE-8P MCE-8P y l�Y �� r '1W MCD-6.7C ( (j MCE-8P MCE-SP Sx�T'q"�9 i N 4"C SPARE r�i c t' j HH-02A n s�E, a a E22 I 3"C SPARE g r '`r, 41t, J f t -----J ptft�4 "i t r4 , 9ry'1 ^o N Z-3 t ' S 1 k �r{r, ��4 RFER TO SHEET E-2 (E OFT _, '+! ',}z�°, FOR CONTINUATION *�; 1, 1'^ 4 i„ P tr irn .: � i PLAN :.� , i ,�{,�,F;� _:._ 3/8"=1'-O" ALEXANDER NIZOV Syl,t l° a 8515J ,. , •..� i f a"t 0. cENs�bg�. a, T��` �R� P PROJECT NO r>19G81926!'F « s �'<''� FILE NAMES 319�C6�Eli: ;It: z ° I ;nI t ' DESIGNED BYt M. HDWIE - ? , . + s k;F+1e iS {,. Cm DRAWN BY: M. MAHANA - .LITTLE CEDAR BAYOU WWTP PROPOSED BLOWER BUILDING s11r<�`� ;'�;;, ,,1k, .i f;r .. m SHEET CHK•D BY, PJETRDVIC consulting•engineering•construction•operations SLUDGE HANDLING FACILITIES IMPROVEMENTS ELECTRICAL PLAN. AND.. SECTIONS '' ' ���tF>',�;�ag, ` j CROSS CHK'D BY: M. HDWIE t CITY OF LA PORTE. TEXAS — `' '° °" APPROVED BY: A. NIZDV E .r,tl� ., f.K w N i REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 .. (t It r ofti , j1Sv;iYt )1 t k ;, rn : , rr, r Icc LU z a 0 a z z m 0 w 0 m =i z z z� • a m W 0 6 a 0 L r� �I �� I W 0 w ?�_j L) • a 0 ILL ate- � m j m J N ro' Q W Z 0 LL U=>r- 1 WU)DW _jn(.0 1 O2Q J in v G. 1 A g C 0 E F G n ;; ,/,s l I NOTES: O REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS. ABBREVIATIONS AND GENERAL NOTES. ; ` ry Z—� t,• , -5' O _ a. I ` DIAGRAM ON SHEET EY F ft j 2 REFER TO BELT FILTER PRESS RISER t CONDUCTOR AND CONDUIT QUANTITY AND SIZES. O3 CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EQUIPMENT ; r (, MANUFACTURE. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT. AND WIRE BETWEEN DISCONNECT SWITCH AND HOIST/TROLLEY. ;; _ i ®CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EQUIPMENT f)t{1 �4 , i I MANUFACTURE. °' , , 5 M SO REFER TO DIAGRAM 1. ON SHEET EY-5 FOR INTERCONNECTING FROM BFP 1'.ti>' MAIN CONTROL PANEL. i' i z� 6 ,'POWER FOR MODS.' ' i J-BOX FOR EMERGENCY PULL CORD. CONTRACTOR SHALL COORDINATE gU I O EXACT LOCATION WITH EQUIPMENT MANUFACTURER. . rr1) 3 ' g CONTRACTOR SHALL PROVIDE LIGHTNING PROTECTION FOR BFP BUILDING: u, ;' ( O NOT SHOWN ON DRAWINGS. REFER TO SPECIFICATION SECTION 16502.' — --------------- i ® -----------------®- -- ®- I= — g ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 1 ECIFICATION SE N 16660 AND THE LATE C. ;; 13 :, O SP CT[0 ST NE .. ..: t'.. :, .. � ._ ._.,.._..,.._,.".._. ...� e, r_ �t. .._ ,_ i' .._. ._ T. „ __._, _........ ... .. . t.Y "t�: I 'I' t .�,... - 6 .. _......... - , : }'i 1) is ,i.. � � � ,h i :':( - r tT � . _ � Z..:->b_ . g i 1i �, 1T j 4 11 t,,) 5 ,r .t ,pp r.- .,, r 5.:+,� �_ _... • ,,. _ �..._�� ; ; , : ! I '.� :,.: f� i L ,. .. ::. .. �� �77 t r1 f _. {' �• �A r" _.,� tli Yef:: :? I-t .. �.. . AI � � Fi t , ' 'r���' `7r' BP-301 1; _ ... fin..,: 1. r . I �..t )' HDP- ,. I i„ p ; I 4 ,...... ,, _ _ zp 1 : .Ae ., '' :' � 1 1 ,: ,t � � c.,.t ( ,<t? �.,i-..- !! �' c ' 17:`! 1. Si rn �..;� {. .. '. ... �:. .. _...:.. .:..y = �. .. i i �- t NP M IC t M 1. I! : 3 ,-, " t t MCE-1P/C 1 HDP-7� MOD-LV-04 x. - LP1 15 $ , is 1 (,�) ily _: I , . DSC-O7`1 T„ , y� _ _ _ ` j TO EF-02 (MCC-E) i t - ;' ! • '`; }„ 1 M -i►- J WIT-1140 2#12.#12G,3/4"C C 5G p/ i J 7 I two.,__ _ .. _ .............. ..... _..._ _.. F � I _ i-.; ; _~ MCE-3P/C MCE-2P/C i _. �.. : • x - .r . _ _ .. .. _ - _ TO MCC' E i „ .. - : ( i t" _._ I I � ,.. _ .. _ .__ _ ._.._._ a r t � �� . 1 ! - 2#12.#12G,2#14.3/4"C + .... .'. � 1� tag -•' P._._...! '�..._ ' ', , :-, I � � ' � `�:i '*: , 2 , •; r-+ EF-01 t s= I I 4 ZERO SPEED M i M ! i O SWITCH sr - BELT FILTER f MOTOR$ AND BELT FILTER t (. AF 1 s a PRESS 301 i J BOXS RE PRESS 302 i PROVIDED BY M REFER! TO SHEET E-14 Z-3 PANEL HDP 0 O M t BELT FILTER PRESS FOR ENLARGED PLAN _ — s t? I MANUFACTURER PANEL LP1 ' i` —� r (TYP FOR 301 &302) J1 �t I h J1 } ® !; _ i t 1`` I i ;'" 11' BFP LOCAL i I I MCP MCP TX-HDP r �' i ;tl >„ I t ! i J2.,.a CONTROL PANEL i MCE 6P C I ( t I I t' L_ J;/ t ( ) I I R 302 301 302 _. .. - t I i BFP,/ LOCAL, i I + 5. 5 . ( AHU-01 > ,S Is CONTROL PANEL jj ( i t =1 x 301 i { TO BELT FILTE� O = " I ) i ( CONTROL PAINEL l MCE-15P '< Imo: I i 7 I � ,(32)..__..y ,'-.. y« T BELT FILTER O2 { i 1', t PRESS MAIN i i I 1 I ! t° ; i �ONTROL PANEL EQUIPMENT G IYY . EF-03 i i 301 ! i { I .. _..._.._.._ I PAD TYP EZ-1 I , a„Ff; t' i I M t ' I 1 t L__ � �� ;, � I i � � i 1I \L \ i £ ! t TO BELT FILTER O2 { y,.._r} TO BELT FILTER Q2 ,..._, , . REFER TO SHEET ;r + ; PRESS MAIN {-_ PRESS MAIN i I i _ ' CONTROL PANEL i ! i CONTROL PANEL `( --�E-2 FOR { ( ._ i NEMA 4X -k J ; CONTINUATION y_ 1 -.. { ? I I r H i I (301) \ WET AREA ! (302) t _ ....__ t i I w 1 �W I - t I 3I- E32 1 _ . _-....__.__ I� I _ t� • I } t~r — ::�"��_ _,.:.x_ t—E-, � r J t.: f. a .. } ' ' C-2001 ...._..,__ ..... t C-2002 , _„_ wx ' €`; i-2001 PFP-301�.._ i. EF-02 _„" ,;yt:Y _ Via`' i i-,..j _ �'- Y z .' f _ P jj t MI ;: # ,Y i j fi s. LPl-17 LP1 18 i ' �� M _ _ _ tj �__• I r.. } t PFP 30 _ S r ( ;' ` i / UH-04 T E e I MCE-21P C i L L-'1035-0 ! o ' M i i .. SLL 10 �— (_L -� _t I MOD-LV-05 i MCE-7P/C \ pp-g 1 t i LSH-1035-01 ,, •- `... MIXING TANK I i t! _. Ls 4 _ T-Ot 2 •----..___.w_w____,..._ ._ . _.__ ___._ ._.. _ __ _ ...: _.. MCE-22P C / i P.P._6______._._. __._____..__.._ ._., _ _...._ ._.,._ _...__ _ _ _ I „..t.. TO EF-01 MCC-E �.I — t i = .. ! i 2#12.#12G,3/4"C ) 3 c,. _ J I , off, N t 1 H-02 _ U `. . M LSL-1035-02 {} I MCE-20P .. ' .,.. ( _ _ ( � ` SLL-1035-02 - ! i -► i ( \- MIXING TANK _. ' I _ i� a i SH-1035 02 -em i _ 1 T 02 I - 4 i; EZ-1 0 —I ------ --- i— — — — —'— — — ®- — — — — ,,',— — — ®- — — — — — �- — ?e@------- --- — — — -� �EOF. — ~._. ay 3O HOIST/TROLLEY #4/0 BARE COPPER t i............ �` , DISCONNECT 0 CONDUCTOR (TYP) p SWITCH TYP Z- f LAN ALE 5159NIZOV ;``I j :, 1 - - L 1/4"=1'-0" ! O. �ENS� 14, , , Y1: . Y I: .. ' DESIGNED BYt M. HOME PROJECT NO. ;19863-31926 TAt AIt FILE NAME: 31926-E12 �' t,Y DRAWN BYt M. MAHANA `+ " ' BELT FILTER PRESS BUILDING �a l LITTLE CEDAR BAYOU WWTP ' 'm SHEET CHK'D BYt PJETROVIC consulting•engineerin constmction •operations SHEET rh !'i Yt�p-'. SLUDGE HANDLING FACILITIES IMPROVEMENTS ;�1 M ' cRDss CHK'o BYt M. HDWIE POWER AND INSTRUMENTATION PLAN CITY OF LA PORTE, TEXAS C �j r :53p}'�n 1'�' n A. NIZOV E-•12 *$ fit.; 2 APPROVED BYt rn REV.' DATE DRWN CHKD REMARKS DATEt SEPTEMBER 2002 "i 4r` N N0.' 71 Y AI I I Ity< t,r k , IS L i — I i ' LP1 14 , ! ; s sl i -_ III & 1 , d r I 1 u A I LP1-7 LP1-14 D I i 48" AFF. . uer WP GFI Ii LP1-14 D / LP1-6 e, .._ _ _ .. _ . . -".;;.. ..s,., r� t ..........................I a ,• ... ."_...._'. :.._ .. ..... ....: .__._ ... ........ , ;y'} Ii a s.. WP/GFI I C { P .:.e:m`it +e..n„.}. 1. ':I .. .:r. _..,. . _... .-. - _. :i' i r t 1I ! ,•t._S Fj 1 S .•" .. . .� S ,t S S „ .I. S „ 5 1? . . , " �y . 1 ₹ ;..` 1 _, . , FF.IfLP1-6 i 48 A ,. .. I 1..i I ,._..I .... ._, , q , .�... tJ ::f:_ 'II ' •I i'V !. i('' ,; r .n: .,!.A'r(a �.;i .�; , f,,. : [i R ... ..."...... 1. . t,1 ill WP/GFI ,r: I ;$ I:) .,1...,.):` 1}l ) ..'.. ..r ). .-. .:.,.. -I. .... .._-... k .s .. r _.-.......... f} ',,. { 1 .- - 1 t , lt }, — -' pt / ! L I / Fl LP1-1 q F1 LP1 1 '} Fl LP1-1 Fl LP1 1 fl L.? I i I D r,.. _ f f TYP OF 2 ai 1 is 2 (TYP OF 16) 4 ( ) _.._. _. .. ._.... .. .. .. __�_, _ . . -__ . ...__,_, .. _ ",,_ ". _ ,. _,"—. -_ 1 ° LPf GFI 48" AFF. S m I / FL I WP I s j Fl LP1-1 4 (— D LP1-14 �. �i z 48 AFF. I 1_� i ' e r^ , F1 `:, > _. F1 : X \, • �` LP1-6 ( Flj 1 I C ® LP1-9 i z N m I WP/GFI 1., I ! .i.:.__: III a v, C LP1-1 C LP1-1 E ,r`' O WP/GFI I I i IC LP1-1 i \ ,E, I f a I jI f I .. n l I , OF ji LP1 13 \ 4,= 1 ; ll �t ( — LP1-14 I i I :`.fFF3 I 1� 1. ' : I ! d i / LP1-13 LP1-7 ; I . L, ' . 48" LP1-5 F LP1-5 ! ' I di g{,�.) I = / } i ,11 1:. 1 I i•' P/G jg a t c i { � W FI �ll a ) 5. ;k 1t4 ! 3 (�P OF 4) S 1 i : I ! t . ....". X , It}7. 4Y,Grtn ® I i _ _ i.nr L4a11 1 1 t i i` ' t k f I { F1 I i F1 : t, I i _ F LP1-5 F LP1-5 1P1-14 i t t I } i _....,. . _ ¢ NOTES. i D s! 'C L11 ;i ', C LP1-1 : I C LP1,-1 s SLP1-5 a a 1 3 I Oi REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND AS!''3t1 r j'• I ; r , I i : IT GENERAL NOTES t t iE r I I , j I } ! 1 . .q E ' 1 I 2 FIXTURES SHALL BE MOUNTED ABOVE THE TROLLEY/HOIST. �,ip�1r, , ' , m.:- I I..:.i ir!_ L_,.......,.."...__...._.._..._,_.,_....._..._...___.__ .,. _, - I � .3 .,._' 1F?^;I . .: ...-_.__.__... ..... ...._._ .Y a ", t, I i T a >x;;3 _.... O FIXTURES SHALL BE MOUNTED ON THE CEILING. Y t " 1-1 i"^� •.ii. s e x < - -ac } ......._... - ... •: ., t 4 FIXTURES SHALL BE MOUNTED 16' AFF. ái[*4-i } i _ t , y O �y T -E___1 r '_ —1, 5A ij{ E :'� Is •, SS.�.? iL �T 4 afi r ' ' {{� =5: I I S FIXTURES SHALL BE COORDINATED WITH SKY LIGHTS. s M r "}`; w i. .,c.-,_. -., ._ .. _. .. ..,..." .. _ .:=er'�t:., ., tt ! i. ..- - ' , 5 . ^•,... .I tf i 'd:- I _1"d P:;.. .. 3-1} „ 1 i!rt' 1, 1.18,,4 P1 3 F1 LP1 3 s t s ,. e �� © USE FIXTURE D IF ADDITIVE ALTERNATE 7 IS SELECTED. USE FIXTURE P1 icr � 1 i 1 I I . I IF ADDITIVE ALTERNATE 7 IS NOT SELECTED. 1`ryakas ii V z I I f I LP1-3 I : y� s j b b 1. E Ib if1 I Q ( • a I 1 , I 1 -" , 0 MOUNT FIXTURES 1'-0" DOWN FROM. CANOPY. I ' v p�? OOH. v m its ;. �I F1 LP1: 3 li _._ I i "7Y7 } Y1 Z i - r [1 3 !{ 48" AFF.ii ,f d WP/GFI !.. _..._. . .. . .. . ...... .. _.. _. . ._.. .. i i r i p � JaC9 I Fl LP1-3 NFt LPl-3 I F1\ LP1-3 I � I f , Ii 4• a i 1 b b b 'r 48 AFF. LP1—Ti I X , :I, 8 I i ' � , i i LP1-8 LP1-8 1:. P/GFI I __ 4 (TYP OF 2) i Otis I . WP GFI 48 AFF. WP GFI -- ,_._.._ , ._,._.._:_. ._.._.. - 48" } :i4 �M,. 3 3 3 ,I I t i _._.__„_ .,,... tcy. j _.� } % 4 i fi2 `IIN,1 . 1 ( r' I i e D LP1-14 j D LPt-14 w r, LP1-7 E N I P/GFI , - g ALEXANDER NIZOY ti S $5159, �i , DENS PLAN _ • :,• >' ! ,k ? • {.7 na! i?fi IJ ! PROJECT NOc ';1999 63531528, \l} I Re I DESIGNED BY: M. HOWIE _ M. MAHANA FILE .NAME: 1 26 Ei 'r ',19 a'+ ,,- I I DRAWN BY: LITTLE CEDAR BAYOU WWTP BELT FILTER PRESS BUILDING '' ,• - SHEET CHK'D BY: PJETROVIC <oi,:mn"9^engineer1ng.�o�,ta"�E,a".aae,a,;a"= SLUDGE HANDLING FACILITIES IMPROVEMENTS . - LIGHTING AND RECEPTACLE PLAN �;�., ` ir�� „� ;'•� �" S �i j l ro CROSS CHK'D BY: M. HOME : I APPROVED A. NIZOV CITY OF LA PORTE, TEXAS E '� Pi!4 t m REV. REMARKS DATE: SEPTEMBER 2002 •ir N w�1J NO. DATE DRWN CHKD $ 1 ' L;kkAti i(fro, i4t(rr ;E k,�t 1 4 1. v. NOTES: O1 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE FIRE j DETECTION AND ALARM SYSTEM AS PER SPECIFICATION SECTION 16720 ' THE SYSTEM SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL PRIOR; " TO INSTALLATION. THE FIRE ALARM CONTROL PANEL SHALL SEND AN ALARM SIGNAL TO THE EXISTING OPERATIONS BUILDING: THE SYSTEM W I SHALL USE CLASS A TYPE WIRING AND INCLUDE, BUT NOT LIMITED TO;law— SMOKE DETECTORS, ALARM HORNS, ALARM LIGHTS, PULL. STATIONS,; INTERLOCKING WITH EXHAUST FANS, ETC. O THE EXACT NUMBER OF DEVICES SHALL BE PROVIDED BY THE FIRE:,1 r'; ALARM SYSTEM MANUFACTURER.] j __. Y 1 !S• { t, 'TA: ' AFC—N—a .• P ___...4 Y IY` PANEL LP7 —� PANEL HDP � :: e, ,+• . a j BELT FILTER BELT FILTER r FUTURE o ` - j PRESS #1 PRESS #2 TX—HDP I TERMINATION j, CONTROL CONTROL I CABINET z- j ( BFPMCP PANELPANEL BFPMCP 02 ' L = — — — —�3 _. _ SMOKE DETECTOR O3 ; i TXLP—P i ! z I 2 Z m PULL STATION 0 1 x MCE-19P/C MCE-111 MCE-11C2 C-2006 C-2004 C-2002 1-2002 MCE-18P/C MCE-121 MCE-12C2 C-2005 C-2003 t 20012001 MCE-14P FEE-13P Mq3 h A'': :i I MCC—E G ALARM ANNUNCIATOR PANEL 1 z N I'— W w 10#14,3/4"C � IN OPERATIONS;. BUILDING � F— o .J j r j FIRE ALARM RISER I r, o L. _ N m 11 , i t, 1 a � , I m z o t DIAGRAM . .. . - Qf7W �o t NTS Uj o . a 4 U7 9 M1 ' W y O Lb a ELECTRICAL ROOMS ; POWER &INSTRUMENTATION _ O�Q 4 I t n PLAN [. -,.. it 1 r j q�,py Er � s ��• OF j 'f " �' � '� ALEXANDER NIZOV .• � 85159 � v ?CENSE t DESIGNED BY, M. HOWIE j` PROJECT NO. 19863 31926 ztta�" .j t FILE NAMEt 31926414 DRAWN BY. M. MAHANA LITTLE CEDAR BAYOU WWTP r' N SHEET CHK'D BY, PJETROVICconsulting 'SHEET construction .operations ELECTRICAL ROOM PLAN SLUDGE HANDLING FACILITIES IMPROVEMENTS tf CROSS CHK'D BY: M. HOWIE i APPROVED BY: • A. Nizov CITY OF LA PORTS TEXAS d NO. DATE, - E T DATE. DRWN CH REMARKS SEPTEMBER 2002 T 1 F to �t a e: z Q 9 0 w Z Z_ m lit 0 m S J Z L) Q a m Q (D a Z202 Q Z a CWC W Q G T Q NV > U)W,N nJpwlll' o�OmQ' N_1U)=0. SURFACE MOUNTED PANEL- HDP SURFACE MO NTED 200A MAIN BREAKER CIRCUIT— SERVES C/B WIRE COND. 1 MOV AD -I 20A/3P #12 3/4"C 2 MOV AD-2 20A/3P #12 3/4"C 3 MOV AD-3 ' 2OA/3P #12 3/4"C 4 MOV AD-4 ' 20A/3P #12 3/4"C 5 UH-01 30A/3P #10 3/4"C 6 UH-02 30A/3P #10 3/4"C 7 UH-03 3OA/3P #10 3/4"C 8 UH-04 30A/3P #10 3/4"C 9 SPARE 20A/3P 10 SPARE 2OA/3P 11 SPACE 12 SPACE 13 SPACE 14 SPACE v, , 1 ( FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER 250W, METAL HALIDE WALL PACK FIXTURE. FUSED QUARTZ RESTRIKE WITH OUT PHOTO CELL GERNERAL ELECTRIC D EXCEPT WHERE SHOWN ON PLANS. V2FW-25-M-1-A-2-PWA-DB-B-F F 2 LAMP, HIGH OUTPUT INDUSTRIAL FIXTURE. FIXTURES SHALL INCLUDE BALLAST FUSING, '. USI-COLUMBIA ENCLOSURES, WIRE GUARDS AND SPACERS, 120V. CS04-232-SLR-EB8120-GLR-PAF7CSRWG4 FI 2 LAMP, ENCLOSED AND GASKETED NEMA 4X FIBERGLASS FIXTURE SHALL INCLUDE T8 USI-COLUMBIA LAMPS, ELECTRONIC BALLAST, STAINLESS STEEL LATCHES, AND FAST BLOW FUSES. 120V. LUN4-232-EB8120-SSL 1PH (i'x4') E TWO HEAD, 12 VOLT. 36 WATT, EMERGENCY LIGHT WITH LEAD CALCIUM BATTERIES, NEMA 4X EXIDE-LIGHT GUARD N4X12L36 GE P 175W. 480V, METAL HALIDE POLE MOUNTED FIXTURE WITH AUTOREG BALLAST, FUSED. P17M-17-M-5-A-2-A-MN3-BL-F BE 25' STEEL NON TAPERED POLE ARSS-25-3T-4511DB BE Pi 175W, 120V, METAL HALIDE POLE MOUNTED FIXTURE WITH AUTO REG BALLAST, FUSED. p17M-17-M-1-A-2-A-MN3-BL-F GE 20' STEEL NON TAPERED POLE ARSS-20-3T-4511DB PC PHOTO CELL REFER TO SPECIFIC FIXTURE FOR MODEL NUMBER. X NEMA 4X EMERGENCY EXIT LIGHT. WITH LEAD CALCIUM BATTERIES, 120V 1PH PRESCOLITE NEX-I-RW-I-EC r i A( qF' } .a f ':f tOKAIC SURFACE MOUNTED PANEL- LP1 SURFACE MOUNTED BFP BUILDING 200A MAIN BREAKER CIRCUIT SERVES C/B WIRE COND. 1 LIGHTS BELT FILTER PRESS BLDG 20A/1P #12 3/4"C 2 SPARE 20A/IP #12 3/4"C 3 LIGHTS BELT FILTER PRESS BLDG I 20A/IP #12 3/4"C 4 SPARE 20A/1P #12 3/4"C 5 LIGHTS ELECTRICAL RM 20A/IP #12 3/4"C 6 REC. BELT FILTER PRESS BLDG 20A/lP #12 3/4"C 7 BFP BLDG OUTDOOR REC 20A/1P #12 3/4"C 8 REC. BELT FILTER PRESS BLDG 20A/IP #12 3/4"C 9 EXIT LIGHTS 20A/1P #12 3/4"C 10 DIGESTED & THICKENED SLUDGE PUMPS RECPTACLES 20A/1P #12 3/4"C 11 i PIT-1105-01 & 02 20A/1P #12 3/4"C 12 PIT-1105-03 & 04 20A/IP #12 3/4"C 13 REC ELECTRICAL RM i 20/1P #12 3/4"C 14 BFP BUILDING EXTERIOR LTS ! 20A/IP #12 3/4"C 15 WIT-1140 i 20A/1P #12 3/4"C 16 FACP-01 I 20A/1P #12 3/4"C 17 PFP-301 20A/1P #12 3/4"C 18 PFP-302 20A/IP #12 3/4"C 19 SPARE 20A/1P 20 SPARE 20A/1P 21 SPARE 2OA/1P 22-42 SPACE ,F I �o z z GCB G A _.-I, VFD i A g �� ., Y�. -- M B C —b '— wX�" + C 0V TO 120E CPT CR_y JVFD FAILURE MANUFACTURER CABLE 12SIZE TO TO LINE 26 ACCOMMODATE ALL OPERATING CR-1 CR=y FAILURE DEVICES JVFD TO LINE 12 _ MANUAL CR-x VFD RUN - SPEED }TO LINE 26 YYYYR PUMP ON _ PTT PUMP OFF G PTT OL I� C R-Y CR-2 CR-A OL'S 1 I CR 6,110.26 1 SCH 2 120 VAC Ujif- 24 VAC FLYGT MINI -CAS 11 0 2 10 6 1 3 4 HIGH STATOR TEMPERATURE ('CR-A j (�T'DDE--1I CR-A CR-A CR-A R PTT 36 1 1 1 11 8 CR 12.26 (�9 LEAKAGE 2 RAS PUMP RAS PUMP WAS PUMP N0.1 N0.2 --------� Q SPARE TO SCH 1. THIS SHEET 5 TS j t 7 LK t LEVEL ALARM PANEL PUMP MOTOR a LIJ CD z cc C3 2 OVERLOAD A .. PTT OLX 10 STOP 12 14 16 18 20 CR-1 START F G H i I NOTES: 0 REFER TO SHEET E-I FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. 20 THE CONTROL SCHEMATIC IS BASED ON FLYGT PUMP MANUFACTURER REQUIREMENTS. FOR ANY OTHER PUMP MANUFACTURER REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE 70 MODIFY THE CONTROL SCHEMATIC AND INSTALL ALL REQUIRED DEVICES, TRANSFORMERS, RELAYS, ETC., IF NECESSARY, TO MEET THOSE REQUIREMENTS. THE MODIFICATIONS MUST NOT CHANGE THE CONTROL LOGIC AND SHALL BE APPROVED BY THE ENGINEER. 3 MOTOR T-STAT. THREE REQUIRED. ONE PER PHASE. ® CONTACT LOCATED IN FACP-02. n; H N 1 120VAC, ]PH FROM CPT ON SCH I/SHT EY-4 4T{ M 5 I STOP-LOQ O Q H R START CR-1 CR-2 OQ OLl ' ; X00 M 1.2,5,34. 7 40,44,40 ❑ 9 i OOX, FROM BFP CP-i CLOSES ON HIGH PRESSURE s Q CR �t1it' 18 1 � 18,36.36 CLOSES ON ® 36 LOW PRESSURE M 34 TO• I 2 L40 22,36 CR-2 M OLX M M _ 40 h - L l TO FUTURE SCADA SPARE J r15 BOOSTER PUMP sl. SCHEMATIC 3 22.34 EQUIPMENT NO. LOOP NO. LOCATION MCC 0 BP-301 1130-01 BFP BUILDING MCC-E I SHT E-4 BP-302 1130-02 BFP BUILDING MCC-E SHT E-4 2 H N 120 VAC IPH FROM CPT/SCH-1/SHT EY-4 M 5 STOP-LO Q tH 0AQFACP Q 3 START INTERLOCK 0�OL'S y2,5.9 7X00 ' M 30,3k30 OOXTHERMOSTATQ 1 `o �+ �. 1' W o m MANUFACTURER CABLE SCHEMATIC u J CR-1 CR-y CR-x CR-2 z- ; M h h h Kr' =V za 26 9 0 0 LC Z U) ¢ l pp -� Z a c SPARE M M M OLX h ; QZul o o - . NV lq�W n 30 Uj o RETURN AND WASTE ACTIVATED o K °—° a r SLUDGE PUMPS N ° a SCHEMATIC 1 a SPARE TO FUTURE SCADA u _ EXHAUST FAN SCHEMATIC K4 (Tv) TYP — a� l> iT in 4 t;a �E OF..% ;. gyp,. ; ..... 85159 3,x ALEXANDER NRO.. i , T w • 1 - I tit q PROJECT NO. 19863-31926 oestcNEO BY: M. HOWIE FILE NAME: EY-2.dwg / DRAWN BY: M. MAHANA C�� LITTLE CEDAR BAYOU WWTP ELECTRICAL SCHEMATICS I SHEET + ° m SHEET CHK-D BY: PJETROVIC - N consulting- engineering - construction - operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY: M. HOWIE 1! . APPRoveDBY, A. Ntzov I CITY OF LA PORTS, TEXAS EY-2i, i �V.,RWN CHKD REMARKS DATE; SEPTEMBER 2002 g i •''S" A" tri _ ' it t. EQUIP. NO. LOOP NO. LOCATION MCC MCC WASP-101 1000-01 RAS/WAS STATION SHT E-3 MCC-G RASP-101 1000-02 RAS/WAS STATION SHT E-3 MCC-0 RASP-102 1000-03 RAS/WAS STATION SHT E-3 EQUIP. NO. LOOP NO. LOCATION MCC EF-01 - BFP BUILDING MCC-E SHT E-4 01 MCC 02 EF-02 - BFP BUILDING SHT E-4 cc z ci Q 0 El z Z N 0 = m z z zQ • a to t-i i? or a 0 n 5 N I=w om Z E OLL mZU) R'aZ 0 m a¢ OZLU Q C) 8 a �L)LU >r J G ce U.1 j • o JO.rm O E Q N 0 OL 5 7 9 11 li 1'. 1' © PFR FUSE I 480V TO 120V 19 '� 11 M OFF 20 G PTT 0 MOTOR WIND HTR 22 M ON 24 R PTT 26 TM BCP START (7 O3 OLX 28 M SCH-3, THIS SHT OL 30 OLX OVERLOAD 32 A PTT M M M OLX OLX 60 kr Ir I n Y r � SPARE FUTURE TO BCP HI A j n • , m i REV. NO DATE DRWN CHKD TO BCP. SCHEMATIC .3 THIS SHEET NOTES: Ol REFER TO SHEET E-i FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O AUXILIARY CONTACT LOCATED ON DISCONNECT SWITCH MOUNTED IN FIELD. CONTACT IS OPEN WHEN SWITCH IS OPEN. Q3 MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. FUTURE PROVISIONS FOR AUTOMATIC CONTROL. O CONTROLS FOR BLOWER CONTROL PANEL SHALL BE PROVIDED AS PER SECTION 11370 AND LOOP 1130. © CONTACT CLOSED DURING NORMAL OPERATION. 1 G O CT SHALL BE LOCATED IN THE MOTOR POWER LEAD J-BOX. CT PROVIDED A -0MMCPP �M�P=11 BY BLOWER MANUFACTURER AND MOUNTED BY CONTRACTOR. --O I MCTO STARTER: SCHEMATIC 1 THIS SHEET 480 TO r----------- 120V --� H OI TRANSFORMER I BLOWER CONTROL -► OFROM PANEL "BCP" BLOWER HI TEMP MOTOR HEATER LINE 60 OLX BY BLOWER _ .► SCH 1 MANUFACTURER —► BLOWER OIL HI TEMP r+ M OFF G PTT DISCHARGE HI TEMP - - — S; G T LINE STA NEART28ER BCP START © IMPENDING SURGE PTT SCH 1 �q, M ON SURGE'y?; 2 R PTT COMMON SHUTDOWN V 0 —�► 2 - R PTT BLOWER OIL LOW PRESSURE ui — •- MOTOR r 3 SSOL-1 OLX OVERLOAD INLET H[ TEMP MOTOR —� 4 A OVERLOAD LOC/COMP SWITCH POSITION M PTT ► PROVISIONS L R 0� OL'S 12 —� BLOWER OUTLET HI VIBRATION FUTURE t. FOR 6 STOP-LO STOP [7 X Q START CR-1 CR-2 —► SCADA 8 1 XO _ M 33,30 I —� BLOWER INLET HI VIBRATION SYSTEM OX —� START SEQUENCE COMPLETE 10 1 0—a ® _ FUTURE a OX START/STOP CONTROL POWER ON 12 SPARE INLET VALVE READY INLET VALVE OPEN PSH 0 RESET J?s _ 111, 16 CR 818.30 INLET VALVE CLOSED ( r I VALVE POSITION -► CR-1 HIGH PRESSURE TO STARTER LOCATION OPEN 18 i LINE CT R ± PTT SCH VALVE POSITION O CONTROL CLOSE j R PROVISIONS FOR 3 PTT START FROM RIO-4 START/STOP PSL I FROM SCADA 20 2 24,28 CURRENT METER �► CURRENT kY'; CR-2 LOW SUCTION RELAY _- V rJ: 22 R—�► ti j�ij PTT ► BLOWER INLET VIBRATION R �- — ► 1 —® BLOWER OUTLET VIBRATION PTT —� _. M OLX ('�M� j M ('OLX� j j'�M�'j j'C�R-1�j j'C�R-2 INLET TEMP_��, BLOWER INLET BEARING TEMP +' 30� VIBRATION 1-2/Ca16TSW.3/4"C _® PROVISIONS y� BLOWER OUTLET BEARING TEMP FOR `v i r TEMP 4-20mA TO SPARE SPARE ® OUTLET µ +► BLOWER DISCHARGE TEMP - BFP CP 1-2/C#16TSW.3/4"C L—a VIBRATION DIGESTED SLUDGE PUMP MOTOR BEARING TEMP _►' BLOWER RVAT STARTER SCHEMATIC 2 46. ,BLOWER't-�� DISCHARGE PRESSURE SCHEMATIC 1 - t—+► INLET VALVE POSITION EQUIP. NO. LOOP NO. LOCATION MCC BLOWER NO.1 1200-Ot BLOWER BUILDING MCC-F SHT E-9 BLOWER NO.2 1200-02 BLOWER BUILDING MCC-F SHT E-9 BLOWER NO.3 1200-03 BLOWER BUILDING MCC-F SHT E-9 EQUIP. NO. LOOP NO. LOCATION MCC DSP-03 1110-01 DIGESTED SLUDGE MCC-D PUMP STATION SHT E-9 DSP-04 1110-02 DIGESTED SLUDGE MCC-D PUMP STATION SHT E-9 — — - — — — — — 4 5i BOWER CONTROL PANEL BCP-* hu, ( OF 'r SCHEMATIC 3 Ar: t - ALEXANDER NIZOV, s 85159.. CrOENS�� ........ { . , DESIGNED BYr M. HDWIE DRAWN BY, M. MAHANA SHEETCHK'DBY: PJETRDVIC CROSS CHK'D BY, M. HDWIE APPROVED BY: A. NIZOV DATE: SEPTEMBER 2002A' Gum consulting.°°9,°e°„°9.<°°,1,°«,°° °P°,°11°°= LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE. TEXAS - ELECTRICAL SCHEMATICS II - PROJECT NO. 19863-31926.' „ FILE NAMES _ 31926-EY3 ,:: , - ,1,.o ; SHEET EY-3 REMARKS 1 2 3 4 H G NOTES : ELECTRIC VALVE ACTUATOR ENCLOSURE — — 01 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. -oMCPff` M 0 02 MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. A 03 PROVIDE ONLY FOR BLOWER MOTORIZED VALVES. FOR AERATION BASIN M i —��- VALVES LEAVE THE CONTACTS AS SPARE FOR FUTURE USE. �--v M —oy M (� •---� vi (B e ' p M I G G 0 I A MCP LINE REACTOR tTYPI A LOAD REACTOR (TYP) 0— - - i C _0 ' _e 200 TO VARIABLE OL TRANSFORMER NEMA 4X 304 C OL'S — 01 .�Z FREQUENCY B ' M 1 STAINLESS STEEL DISCONNECT SWITCH C C U84 (VFD) C OL ( —� f 120 CR-2 VOLTS _ 4-20mA - PHASE 480 TO SIGNAL ENABLE _ Inc 200N EY-3 120V LINE 12 RELAY (PFR) I AUX TRANSFORMER LSC OPEN _ CR-X D FAILURE N N LSO SPEED SIGNAL SIGNAL CLOSE VFD D I FROM BFP-MCP{ ISOLATOR CR-Y RUN SCHEMATIC 1 TO BFP-MCP C 0 I LINE 30 MOTOR WDG. HTR. 0 1009b START SIGNAL f LINE 8 ll CR-1 THERMOSTAT MANUAL ENCLOSURE HTR. SPEED ADJUST SPEED FEEDBACK r VFD 4-20 MA j CR-X FAILURE TO BFP-MCP l LINE 8 PFR I r N (FAIL SAFE OPEN) C N 2 OFF 120VAC FROM VFD CRT ABOVE LOCAL REMOT STOP CLOSE LSC TSC 0 MOTOR ' X00 MOTOR I HEATER i OL'S THERMAL i SWITCHES CR-1 OFF FROM C( LSC 2 G VALVE POSITION VFD \ PTT OPEN LSO TSo C �� CLOSED MID OPEN I i p I 0 � G 0 I PTT CR-i ON i 4 R i PTT OOX� OPEN 0 I { 0 CLOSE FROM BCP 3Q ( CR-1 R PTT OR SPARE 6 STOP-LO L R HIGH LOW VFD LSC LSOB 8 STOP I XO START PRESS. SUC. FAIL O CR OL S VFD ,Z 4.6,30 OOX Lso-A i CR-4 CR-5 CR-X rio Ov] 1i 00x i - 00x� I 8 i CR-i 01 REMOTE CLOSED OPEN OPEN i L R - 3 i MODE Q STATUS STATUS STATUS �_ OX XO START 3 ' i TO BCP OR SPARE SPARE i t �— OX 10 H = m i START/STOP MOTOR OPERATED VALVE FROM BCP—CD Z i O U. a , mZ0 Qzw ¢o-o n' Z2 °• Z ou=W� �Wfn�W n . _I�W CL c�O�Q 19-20 0 OE— — -iX X 19-20 17-18 X XE— — —)0 O 17-18 a J 13-14 X XE---)0 0 13-14 11-12 0 0E----iX X 11-12 39-40 0 OE— — —1`X X 39-40 37-38 X Xf— — —40 0 3T-38 cn 33-34 X Xe— — —i0 0 33-34 31-32 0 0E=--iX X 31-32 (VALVE SHOWN IN THE CLOSED POSITION) 12 ! Ox OX1 CR 30 2 _ SCHEMATIC 2 PSH ® RESET _ 16 4 18 t is CR-4 i HIGH PRESSURE , EQUIP. NO. LOOP NO. LOCATION MCC/ PANELBOARD MOV-B-I 1200-01 I BLOWER BUILDING MCC-F SHT E-9 MOV-B-2 1200-02 BLOWER BUILDING MCC-F SHT E-9 MOV-B-3 1200-03 BLOWER BUILDING MCC-F SHT E-9 MOV-AD-I 1105-01 AEROBIC DIGESTER HDP SHT EY-1 MOV-AD-2 1105-02 AEROBIC DIGESTER HDP SHT EY-1 MOV-AD-3 1105-03 AEROBIC DIGESTER HOP SHT EY-1 MOV-AD-4 1105-04 AEROBIC DIGESTER SHT EY-) 18 R PTT ® - i R 0 a PSL [APTT 03 20 CR 5 22 i CR-5 LOW SUCTION yrfi;a 22 R PTT „- VFD VFD RUN FAIL CR-1 CR-2'( 30 R. PTT 4 �•„ VALVE LIMIT SWITCH LAYOUT /� p /� DIAGRAM TO B MCP TO B P CP SPARE 5: I EQUIP. NO. LOOP NO. I LOCATION MCC TSP-301 1120-01 THICHENED SLUDGE PS MCC-E SHT E-4 TSP-302 1120-02 THICHENED SLUDGE PS MCC-E SHT E-4 ALEXANDER NIZOV_ THICKENED SLUDGE PUMP ,•.ar8515 ...... si SCHEMATIC REF SCH _/SHT PROJECT 6 1 DRAWNEa , MM MAHANA' cam LITTLE CEDAR BAYOU WWTP ELECTRICAL STANDARD SCHEMATICS III FILE NAMEo 31926-EY4 M SHEET CHK'D BY: PJETRDVIC consulting a^9'^eP`'^9 construction operationsSLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET 1, CROSS CHK'D BY: M. HOWIE m APPROVED BY: A. NIZay CITY OF LA PORTE, TEXAS i N REV. NO. DATE =WNCHKD REMARKS DATE; SEPTEMBER 2002 EY-4 ' i �3js a i 9 w z z_ a om ?� J z Q = Q • a 0U. i' �¢ U ZCHI J azW im a wsw} .- NWtg0W oF�IL cO2Q' _�cnca N F G ; NOTES: 0 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O2 THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRES AND CONDUITS ar ? REQUIRED BETWEEN THE TWO PANELS. CONTRACTOR SHALL COORDINATE WITH THE BELT FILTER PRESS MANUFACTURER TO DETERMINE THE - NUMBER OF CONDUCTORS AND CONDUITS THAT ARE REQUIRED TO BE INSTALLED BETWEEN THE BELT FILTER PRESS MAIN CONTROL PANEL AND t) THE BELT FILTER PRESS LOCAL CONTROL PANEL. THE CONDUIT SIZE 1: BETWEEN THE TWO PANELS SHALL NOT BE SMALLER THAN 1'. O3 ALL CONDUIT AND WIRES SHOWN SHALL BE INSTALLED WHETHER SHOWN l 1 v j ON THE PLANS OR NOT. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT MANUFACTURE FOR EXACT SIZE AND QUANTITIES FOR nnKIMII O Alin UIIDCC - 2 o 'F MCE-111 , VR U (D-I"C SPARE it i, i N 3 ICI ;}.' U ? 1 BELT FILTER PRESS v (BFP-301) I; =- r— — — — — — — — — POWER J-BOX _ CONTROL J-BOX Jt J2 4{' ' t2(0#14,1"C SPARE 2 N - O CD N N i I w v U MCE-121 �. ,:. BELT FILTER BELT FILTER 10#141"C PRESS MAIN 0 PRESS LOCAL CONTROL PANEL CONTROL PANEL 10u14.1"C (302) (302) C-2001 BFPMCP-302 BFPMCP-302 a' POLYMER FEED # PUMP (301) —2001 4u12,2#12,1"C (EA) ti)-1"C SPARE ram' IYr . 3 BELT FILTER PRESS (BFP-302) 3 L% POWER J-BOX Ji J2 CONTROL J-BOX 20#14.1"C K , (3)-1"C. SPARE h 11 IS: i BELT FILTER PRESS RISER o. j 1s t DIAGRAM 1 , _ r N 0F. ,r o ALEXANDER. NIZOV ................................ r x 85159 �rCENS�� PROJECT NO. 19863-31926 ?, DESIGNED BY, M, HOWIE FILE NAME: 31926-EY5 w DRAWN BY, M. MAHANA rrC ,�` LITTLE CEDAR BAYOU WWTP ELECTRICAL BLOCK DIAGRAMS ..... xF SHEET 'r n. PJETROVIC SLUDGE HANDLING FACILITIES IMPROVEMENTS _ SHEET CHK'D BY= consulting - engineering - construction - operations CITY OF LA PORTE, TEXAS EY-5.�' j CROSS CHK'D BY= M. HOWIE - ' r t w A. , ao APPROVED BY, NIZDV m REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 NO. I„I E. J t I BOOSTER BOOSTER DEWATER THICKENED THICKENED PUMP-302 PUMP 301 SLUDGE SLUDGE SLUDGE CONVEYOR PUMP 302 PUMP 301 B � ` I w z C N a F-W om J w z Q a , to Qom 16o ^ m-� �ow 0- ¢ .. 1z C1 W 0 LL � W x LIJ NWv)'pW W9 o O 2 Q E F G H NOTES: rr REFER N O TO E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND H GENERANO ES 120 VAC 1PH FROM CPT/SCH-1/SHT EY-4 Q MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. 5 FACP 0 ON OFF INTERLOCK 0 OL'S D 1 2,5 Q CONTACT LOCATED IN FACP-01. QM Q BY FIRE ALARM SYSTEM MANUFACTURE. rt.. 7 - 30,M30 _ H N €: r„ M M M OLX — — — - 120VAC FROM STARTER CPT /SCH-1/SHT EY-4 1 1 r' 30 i Y J I _ H N POWER ON Q 2' SPARE TO FUTURE SCADA 120VAC FROM STARTER CPT / SCH-1/SHT EY-4 3 t EXHAUST FAN FACP-01 O3 i - FIRE INDICATOR SCHEMATIC 1 M 2 % _ R 5 CORD STOP-LO L R LOCATED IN FLASHING LIGHT 4 0 START OL'S BFP BLDG. ALARM HORN 4 E (TYP) _ C7 0 X0 0 TDE-I Qu M 12.5. Q 8,22, 7 I M 30,30 3 . I 30,30,30 EQUIP. NO. LOOP NO. LOCATION MCC 8 M BFP START MCC-E �— OX XO — — — — — NEMA 1 ENCLOSURE EF-03 - BFP BUILDING SHT E-4 10 ; I — — (3R START/STOP BELT FILTER PRESS BUILDING FIRE ANNUNCIATOR PANEL 1Q r S l0A i I FROM BFPCP-1f" SCHEMATIC H N 4 OX 11 i i i START/STOP FROM BFPCP-2 120VAC FROM STARTER. CPT / SCH-i/SHT E-4 I i OX OX CR M 12 m 0 0 i 30 I------------------- 2 5 STOP-LOO FiASTART QD OL'S I2 REMOTE MODE M )'1 5,9,20. 13 I R i 4-2OmA 7 22,30, Q, i PTT I FROM ---------- t 4-2OmA 30 1 LINE 11.5�--------- ------ -�j TO I I CONTROLS BY --------- -1�BFP PULL CORD TRIPPED i MANUFACTURER 14 R ON OFF 0 SEAL WATER i PTT I 1 SOLENOID ® i OX CR 120V.1,0 I M 20 15 2 30 I a LSLL 0 M RESETO 22 Di 24,30 0 I TO R=0-30 SEC 20 ZERO LINE 16 S=20 SEC SPEED RESET O i---------- SWITCH M D 1 a; TDE-I 22 I 7 24, 24 R=0-30 SEC 24.30 I M ON S=20 SEC ; 2 R LSH CR ZERO SPEED L R I - 26 1 24 TDE-1 TDE-1 ' B I TDE-I � TDEI XO OL'S M POLYMER PTT 1 4 I 161 HIGH LEVEL 27 R I POLYMER MIXER (6 SCH 2 THIS SHEET START/STOP PTT M M M OLX TDE-1 CR-1 CR-2 M OLX I 3 LSL 0 30 i 8 —�—oX 26 C2rICI' IF FROM BFPMCP ;.>. � POLYMER I {t LOW LEVEL l SPARE , TO FUTURE SCADA ` T_OX O BFPCP-1 2. 29 R I10 i °__° TO PTT M OLX Ei BFPMCP I ) 30 I I _ ii i _1_OX jIa M M M OLX CR-1 CR-2 � � 111 i ; I/I 4-20mA I ��' TDE-1 }jnI'-- 1 30 1 Y ® r 'J i L_ TO 1 z TO BFPCP-2 _ I i CONTROLS 111.5 BFPMCP •� ABOVE - 4 20mA PSL 104 * -�y DEWATERED SLUDGE CONVEYOR PRESSURE SWITCH M RESET SPARE TO POLYMER FEED TO FUTURE SCADAdD METERING PUMP-* 112 16 SCHEMATIC 3 I FROM R=0-60SEC 141 DC CONTROLLER 9=15SEC r _ TDEI FAIL TDEI rrr POLYMER MIXER 114 R i I REV. ( DATE I DRWN I CHKD SCHEMATIC 2 EQUIPMENT NO. LOOP NO. LOCATION MCC PM-301 1035-01 BFP BUILDING MCC-E SHT E-4 301 PM-302 1035-02 BFP BUILDING MCC-E SHT E-4 302 EQUIP. NO. LOOP NO. LOCATION MCC 1140 BFP BUILDING MCCDSC-01 SHT E SHT E-4 TDEI M 16 i I 754. TO FTO BFPMCP BFPMCP a 4 CHEMCAL FEED PUMP �F `Q(E..... , l SCHEMATIC 5 (TYPICAL OF 6) _ ALEXANDER NIZOV Y' ...... jiu (I 85159 sip. �rOENS.... K PROJECTNO. 19863-31926 DESIGNED BYt M. HOWIE' FILE NAME: EY-2.dwg DRAWN BY, M. MAHANA LITTLE CEDAR BAYOU WWTP ELECTRICAL SCHEMATICS V SHEET SHEET CHK'D BY: PJETROVIc: consultingSLUDGE HANDLING FACILITIES IMPROVEMENTS i f •engineering •conshu<tion•operations CROSS CHK'D BY: M. HOWIE' APPROVED BYr A. NIZOVI CITY OF. LA PORTE. TEXAS REMARKS DATEt SEPTEMBER 2002-. -ee ` , EQUIPMENT NO. LOOP NO. LOCATION PANEL * PFP-301 1040-01 BFP BUILDING l SHT EY-1 O1 PFP-302 1040-02 BFP BUILDING SHT I 02 s m Uj w z CCD C � a z U 0 0 c00 LL m w I m z ¢ a m' ¢ O a I. I • r 0 u Z F LU O a ¢ � z Q O LL i a 0 ... m N m - -_ Q. -1'Z 0 0 0LUa E ¢ W Q � V 0 .N (n o J 0 W IL aoK0 CA - - 1 I, a c S 11 ILL � cv I M M l m 5" MIN. 8'-0.. MIN. SEALANT AROUND t AND SIDES OF JOINT 4 —GALVANIZED STEEL ROUGHEN ALL JOINT CONCRETE DRT47 /- SURFACES AND APPLY CHANNEL FOR CONCRETE ENCASEMENT MASONRY WALL 1 EPDXY BONDING AGENT j - - CABLE SUPPORT e : IMMEDIATELY PRIOR To C - e o �� CHANNEL, z (TYP) REBARS • :>. POUR. (TYP.) cO 6 9 CONDUIT UNISTRUT P1000T —SEALANT AROUND I - -C- AS REQOR AD LENGTH — -END BELL JOINT__ PERIMETER CONDUIT _--•._.-1, CAST IRON MONUMENT CASE WITH 36" OPENING .> FORM SQUARE COVER NEENAH CAT. No. R-1978-B Z FOR M.H. FRAME ALL AROUND 6" ( I OR EQUAL. PROVIDE IDENTIFICATION c� o AND COVER BOND ALL STEEL CONDUIT \ \ \ d T SHOWN 2.0, 100 MILS a CONDUIT CLAMP, ' I WITH tt4 BARE COPPER CABLE TO M.H. GROUND FINISHED GRADE NEOPRENE rn i NUMBER AND BUSHING (TYP.) +, TYPE I HIGH VOLTAGE ¢ : - SIZE As REQUIRED ROUGHEN ALL JOINT 12" ° CONCRETE ALL AROUND (TYP.)' SURFACES AND APPLY d - I I . :. I pcf EPDXY BONDING AGENT _ SEALANT AROUND IMMEDIATELY PRIOR TO - !— GROUND CLAMP ( CLAMP a - 'lI in? AND SIDES OF JOINT I POUR. ° �• v C (SIZE AS I 1' (TYP.) _ r TYP. ELECTRICAL[ V SEALANT AROUND `� • : CONTINUOUS BARE: REQUIRED) " INSTALL GALVANIZED DUCT BANK. SEE CONCRETE ENCASEMENT I JOINT PERIMETER a ,� COPPER GROUND l STEEL PULLING IRON SITE PLAN FOR DUCT BANK GROUND �,� �.•` CABLE. SIZE AS `-12 GAGE ALUMINUM ff3-MIN. I OPPOSITE CENTER LINE ACTUAL LAYOUT WIRE (WHERE REO'D.) a INSULATED BUSHING WITH INDICATED ON PLANS TYPE 316SS UNISTRUT CHANNEL OF EACH INCOMING -a GROUND Luc (TYP) - DUCT (TYPICAL) SEE DETAIL C CONDUIT AS '° ; ADHESIVE E FOR TYP- DUCT GROUND ROD — CAPSULE - PENETRATION — — _ -� ANCHOR o PVC COATED / ZTY PLAN /- — — --_.GRAVEL SEE DETAIL I ON THIS SHEET STEEL CONDUITFOR MANHOLE FRAME AND COVER s FACE ELEVATIONFILL IINSTALLATION DETAIL. REBARS / MULTIPLE CONDUITS 316SS ADHESIVE (TYP.) - �\ '�\ . • ° • --- 4 INCH SQUARE ENGRAVED BRASS i o FINISHED BOND ALL COND. W/ IDENTIFICATION TAG. DRILL AND CAPSULE ANCHOR END BELLS 00 GRADE TO M.H. GROUND tt4 BARE COPPER CABLE - { GROUND TAP COVER AND FASTEN WITH STAIN-�? OR BUSHINGS 2" CHAMFER M.H. STEPS TYPE II LESS STEEL SCREWS. e 16" O.C. EXPOSED CONDUIT INSTALLATION ` V�SjL APPLY SEALANT WEATHERTIGHT DUCT PENETATION GROUND ROD AND WELL CONDUIT RACK wBETWEEN JOINTS DETAIL E WREUNDPULLING z DETAIL B DETAIL D DIETAIL ALL IRON 1" PVC DRAIN PIPE(TYPJ FROM [NSTR. AT MANHOLES _ NTS _ WALL MOUNTED FLOAT MANHOLE SWITCH SLOPE —GALVANIZED STEEL CHANNELS ao Z FOR CABLE RACKS, SPACED AT APPROX. " ' 2-6INTERVALS- - - I a- tt5 REBAR (TYP) TYPICAL FREE STANDING EQUIP. BOND ALL CONDUITS TO C = w ON EACH WALL TO PROVIDE MID -SUPPORT WHERE GROUND CLEAR DUCT CAULK ALL AROUND EQUIPMENT GROUND BUS PVC OR STEEL CONDUITS REQUIRED BY MANUFACTURER ROD 3/4" DIA. COPPER OPENINGS n •, WITH SEALANT INSIDE WITH tt4 AWG BONDING 1/4" STEEL PLATE AND OUT. - JUMPER ROUND EDGES CLAD STEEL "Z" BAR CONC.ENCASEMENT INSULATED BUSHING WITH SIZED AS NEEDED FOR GROUNDING tt4/0 \ .•' .'. GROUND LUG (TYP) BARE COPPER CABLE COUPLING fTYP) REMOVE NUT. CUT BOLT FLUSH WELDED AT EACH END. a• J — fiv - EQUIPMENT CHANNEL AND PLUG WELD TO STEEL PRIOR TO SETTING EQUIPMENT (TYP) SECTION -I — - — — r n — — -I PAD HIGH CONCRETECHAMFER FULL LENGTH 4" GALVANIZED NOTES: _ _ _ — —� — STEEL CHANNELS LAID LEVEL ALL AROUND r II II II II TYP 3/1s III I14 1/2" RAD, TYP II II II II II p q II ; 1. BOND ALL METALLIC ITEMS INSIDE IO FT. LENGTH OF ALONG ENTIRE LENGTH AND WITH iva v •• PVC COATED RIGID EACH OTHER. DRILL AND TAP C4x5.4, TYP MH TO GROUND BAR W/MIN. STEEL CONDUIT FINISHED FLOOR FOR EQUIPMENT ANCHOR BOLTS. I I I I tt4 AWG BARE COPPER CABLE. IN, 3/16(TYP.) I I I I 1/2"/b X 6"GONG 2• MANHOLES SHALL BE REINFORCED APPLY BEAD of CAULKI I " I I EXPANSION ANCHORS ' FOR H2O WHEEL LOAD. TO BOTTOM BEFORE PREMOLDED JOINT 8 x8 x3/8" POUR L FILLER ALL AROUND ' ' < I I STEEL PLATE I I w/LEVELING NUTS 3. CABLES SHALL BE RACKED ON MN STRUCTURAL FLOOR I I ( I ( I 1" NON -SHRINK ' PORCELAIN INSULATION CLAMPS. 2 GROUT 4. DIMENSIONS SHALL BE AS SHOWN NOTE: UNLESS OTHERWISE INDICATED ON THE DRAWINGS. SEE STRUCTURAL DRAWINGS FOR DETAIL ON f �'• i�~r • v :ems CUTS THROUGH EXISTING STRUCTURES. BOX OUT CONCRETE NOTES: 5. DEPTH SHALL DEPEND UPON SURROUNDING AS REQUIRED. FILL 1/2" ANCHOR BOLTS AT 24" O.C. y PIPES AND GRADE. MINIMUM 6'. VOIDS WITH FIRE WITH LEVELING NUTS (TYP.) 1. USE 316 STAINLESS STEEL 2. HOT -DIP GALVANIZE ASSEMBLY RETARDANT FILLER HARDWARE. USE WASHERS AND AFTER FABRICATION. AFTER CONDUIT SPLIT -LOCK WASHERS UNDER 3. DIMENSIONS SHALL BE AS SHOWN INSTALLATION Is EQUIPMENT PAD ALL NUTS AND BOLTS. ON THE DRAWINGS OR As REQUIRED. ELECTRICAL MANHOLE WEATHERTIGHT DUCT PENETATION DETAIL A DETAIL F DETAIL Cj ELECTRICAL EQUIPMENT SUPPORT DETAIL I PRE -CAST OR CAST IN PLACE BELOW GRADE -EXISTING OR NEW STRUCTURE _ NTS _ DETAIL H14 CEILING MOUNTED _ ) �y SE. TO TRANSFORMER 1 It SUB BASE OF RESTORATION SWITCHBOARD YELLOW POLYETHYLENE OR NEW SURFACE NOTES: WARNING TAPE FINISHED GRADE TRANSFORMER - - : l 1. INSTALL GROUND WIRE IN COMMUNICATION DUCT BANKS ONLY. ; 2. PROVIDE MIN. 3 INCHES CONCRETE COVER OVER 'LB' CONDUIT 3' PAVED AREAS UNPAVED AREAS BODY (TYP.) REINFORCEMENT. ' ' BRICK CHIMNEY WITH FULL - ; BEARING UNDER FRAME. CAST IRON MANHOLE FRAME I o _ 1/2'0 BOLT AND DR AND COVER AS SPECIFIED CONCRETE INSERT -" HEIGHT VARIES TO SUIT FIELD CONDITIONS ----- tt4/0 BARE COPPER SELECT FILL - --- -- • : - - FSAIL) UARE CONCRETE APRON GROUND WIRE RUN COMPACTED IN 1/2" LIFTS HOT DIP GALVANIZED L AROUND STEEL CHANNEL SUPPORT, ALONG ENTIRE LENGTH i CONDUIT MOUNTING t MOP ENTIRE SURFACE 0 tt5 a 6" TOP CHANNEL AND CLAMPS _ WITH COAL TAR BITUMEN 2'-6" _ NOTE 1) BANK. N (TYP.) BRACING BRACKETS AND KNEE 4 BEFORE PAVING — FINISHED SLOPE SLOPE GRADE tt4 AT 12"O.C. TRANSVERSE CONCRETE ENCASEMENT. b4'' REINFORCEMENT MAINTAIN 2" MIN. COVER 1/2'Wx4' EXPANSION (SPACE A ENCASEMENT MIX IN RED DYE FOR / BOLTS (TYPJ HEIGHT OVER FILLS OR I f ALL DUCTS. PIPES) 7`Fil ' n PLASTIC DUCT SPACERS /120/208V w AT 6 FT. INTERVALS `G RECEPTACLE •CLASS "A" D 0�t� PANELPAVEMENT CONCRETE FILL m CONDUIT AS NDICATEDAS SPECIFIED MANHOLE OR HANDHOLE ON PLANS AND IN SPECS. AS REQUIRED FINISH FLOOR_ " MINIMUM 6OF WELL -GRADED i NOTE: GRAVELF/7// FINAL GRADING SHALL PROVIDE ADEQUATE DRAINAGE AWAY FROM MANHOLE COVER IN ALL DIRECTIONS. 4..' 2" (TYP) (TYP) UNDISTURBED EARTH. PROVIDE WELL COMPACTED FILL IN AREAS f� OF j tt5 a 6" BOT.-TYP. WHICH HAVE BEEN UNDERCUT. P� MANHOLE OR HANDHOLE FRAME AND COVER FRONT VIEW SIDE VIEW (tt8 to 6" BOT. OVER PIPELINES OR FILL) DETAIL I ALEXANDER NIZOV LIGHTING PANEL AND TRANSFORMER INSTALLATION REINFORCED CONCRETE ENCASED CONDUIT DUCT BANK `.• 5 NTS 8159 i DETAIL ,ENS•.. , , • DETAIL NTS _ TRANSFORMER MAY BE INSTALLED ON THE FLOOR AND IN NEMA-1 LOCATIONS 2QO „.t DESIGNED BY, M. HOWIEPROJECT NO. 19863-31926•` 1 If �1 DRAWN BY, M. MAHANA +C�� FILE NAME: 31926-I=Z1 ` LITTLE CEDAR BAYOU WWTP ELECTRICAL STANDARD DETAILS I 3'x SHEET CHK'D BY, PJETROVIC - SHEET ' * 1 •�,'P ' ,:5{ consulting engineering CO"S"u`"0" operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY: M. HOWIE APPROVED BY, A. NIZOV CITY OF LA PORTE, TEXAS ' REV. DATE DRWN CHKD REMARKS EZ 1 DATE: SEPTEMBER 2002 — NO. g� z cn w 0 z s 0 LL z (1) 0 Z 00-0 O_j Uj ❑ z 2 < U L> u x LU U) 0 _j w w 0 IL fND a 4 :3 (n . fA, B"x8"x3/8. STEEL PLA 1/2- RAD, TYP C4x5.4 MOUNTING PLATE 3/4' DIA. TYPE 316SS k . S.S.TRUT MOUNTING SIZED AS NEEDED ADHESIVE CAPSULE BRACKET (TYP.) #4/0 3/4'xI0'-0' COPPER 9/16" DIA, TYP ANCHOR WELD GROUND ROD PLAN MOUNTING PLATE RAD, OUTSIDE OF ------- SECTION "A" "A" SIZED AS NEEDED 1/2 TYP CONCRETE STRUCTURE 01 FINISH GRADE STEEL REINFORCED dl� I --- - 11 1 :2 I CONCRETE DUCTBANK I Ila PVC COATED RG XZ AV Z 1V S CONDUIT : WITH THREADED PVC COATED V3' MINIMUM �0 CAPS. EXPOSED THREADS SHALL ZE) "A" "A" C4x5.4 - BE COVERED WITH MANUFACTURER CONCRETE FLOOR OR SLABCONDUIT AS SPECIFIED rl) .. . v 3 RECOMMENDED PVC COMPOUND. 7-17 1 6 1/2-/0 X 6- CONC PVC COATED COUPLING r EXPANSION ANCHORS <TYP,) ... .. CONDUITS AS SPEC x8"x3 8 P;8 /LEVELING NUTS STEEL LATE PVC COATED RIGID STEEL El 31-0" #4 ELBOW (TYPICAL) GROUT /0 3/4'x10'-0' COPPER - - - - - - - . . . . . . . . . . 1 1/2 WELD GROUND ROD . . . - V: - NOTE ELECTRICAL EQUIPMENT CADWEL ELEVATION AT GRADE LEVEL ABOVE CONDUIT TERMINATIONS -- - - - --------- - - - - - - - - - - - - - - -- NOTES: PLACE A CONCRETE MARKER IDENTIFYING THE DEPTH AND DESIGNATION OF THE DUCTBANK NOTEj DOUBLE UNISTRUT WHEN ENCLOSURE 1. HOT -DIP GALVANIZE ASSEMBLY AFTER FABRICATION. BELOW. IS MOUNTED TO STRUCTURE WITH WATER 2. USE 316 STAINLESS STEEL HARDWARE. USE WASHERS ON OTHER SIDE, AND SPLIT -LOCK WASHERS UNDER ALL NUTS AND BOLTS. TYPICAL CONCEALED CONDUIT INSTALLATION ELECTRICAL EQUIPMENT PEDESTAL DETAIL UNDERGROUND DUCTBANK TERMINATION ELECTRICAL EQUIPMENT MOUNTING DETAIL GROUND BUS CONNECTION TO GROUND ROD DETAIL L DETAIL M DETAIL N DETAIL 0 DETAIL NTS NTS NTS CONCRETE SLAB - INTERIOR OR EXTERIOR - - - - - - INTERIOR EXTERIOR M M APPLETON TYPE ac - - - - - - - -CAULK ALL AROUND WITH m 'FHSH' CONDUIT w SUSPENSION HANGER, FLANGED TYPE SEALING . . . SEALANT PRIOR TO x H.D. GALVANIZED STEEL z INSTALLING BUSHING V: 'EFHF' SAFETY BUSHING AS SPECIFIED SLEEVE, DIAMETER AS CONCRETE SUPPORT HOOK - - - - - FILL VOID WITH 'CHASE FOAM' REQUIRED BY SEAL INSERT (TYP.) A - - V'A OR EQUAL MANUFACTURER, CONDUIT AFTER INSTALLATION OPENING IN BRICK OR CM CONDUIT ..... . . n FILL V v v SHALL HAVE EDGES AS STAINLESS STEEL DID WITH 'CHASE AS SMOPOSSND STRAIGHT WALL COLLAR FOAM' AFTEROTH LE. INSTALLATION. GALVANIZED STE SPACER AND CEILING CORE DRILLED HOLE WATERTIGHT SEAL A FITTING WITH FLEXIBLE CLAMP <TYP.) STRUCTURE - - - - - - SPECIFIED ------- ------- VAPOR TIGHT HA:Nl!3E!R,/ CONDUIT RUN CONCRETE WALL OR . . . . . . . BRICK OR CMU 1/2' RIGID S' LIGHTING FIXTURE TYPE BETWEEN FIXTURE FOUNDATION . . . . . . U CONDUIT STEM (lir ------ C AS INDICATED ON THE DRAWINGS WATERTIGHT SEALY' . . . . . . \—LIGHTING FIXTURE, CONDUIT AS SPECIFIED H.D. GALV. STEEL SLEEVE COND -------- WITH WATER STOP. TYPE AS INDICATED ON THE DRAWINGS CEILING MOUNTED WATERTIGHT CONDUIT PENETRATION H.D. GALV, STEEL SLEEVE WITH GROUT SLEEVE IN A NEAT LIGHTING FIXTURE INSTALLATION LIGHTING FIXTURE INSTALLATION WATER STOP, SLEEVE DIAMETER AS AS AND WORKMANLIKE MANNER CONCRETE WALE - REQUIRED BY SEAL MANUFACTURER, WITH SMOOTH SURFACES, DETAIL 0 DETAIL 'rR DETAIL rs v NTS NTS STRUCTURES ABOVE OR BELOW GRADE CONCEALED CONDUIT INSTALLATION CONCEALED CONDUIT INSTALLATION DETAIL rTDETAIL EXTERIOR BLOCK OR BRICK WALL CONCRETE SLAB - INTERIOR OR EXTERIOR IN'. MATERIAL LIST 2 TAG QUANI DESCRIPTION STAGGER HOLES GROUND BRAID I A/R HEAT TRACE, PER SPEC. SHEET DRILL EXISTING STRUCTURE AS REQUIRED HALFWAY AND GROUT IN M 2 1 END KIT, NELSON #ALT-DC 3 DUCT BANK REBARS. LT 3 A/R GLASS TAPE 4 1 PIL13T LIGHT, 120V, RED, CROUSE-HINDS #Ef4P009-J 3 CORE DRILLED HOLE A A (TYPICAL) - - - ..- - . . CONDUIT PLUG 5 1 ADAPTER COUPLING, 3/4' NPT (M) X 3/4' NPS (F) ... ... - - - - - - CONCRETE FLOOR OR SLAB PVC COATED COUPLING x 3 1/8' LG, NELSON ELECTRIC SUPPLY CAT APPLY CAULKING SEALANT (TYP.) G) 120V PILOT LIGHT 5 1 #A75NPTMX75NPSF ALL AROUND INSIDE LIP, CONDUITS AS SPEC--] PVC COATED RIGID STEEL FLANGED TYPE SEALING t _ELBOW (TYPICAL) BUSHING AS SPECIFIED. - - - - - - -- B-1 METAL ASHER CONDUIT - - - - - - - - - - - - - - - - - . . . . CABLE SEALING ER . . . . . . . . . . . . . . . . . . . . . . FILL WITH 'CHASE FOAM' - - - - BOX SE ING ®191 -4 Lo— GAS CONCRETE WALL OR - - - - - - - - - - - - - - - - - FOUNDATION (INTERIOR) o CONCRETE DUCT BANK . . . . . . ENCASEMENT . . . . . . N=1 CONDUIT TERMINATION 1) SEE HEAT TRACE SCHEDULE CONCEALED IN A FINISHED FLOOR FOR HEAT TRACE TYPE, OF j 2\ 51K 2 FRONT VIEW DETAIL ....................... CONCRETE SLAB INTERIOR OR EXTERIOR ALEXANDER NIZOV WATERTIGHT CONDUIT PENETRATION 3 .. ...................... HEAT TRACE KIT W/PILOT (12OV) 85159 DETAIL rx DETAIL ry M. HOWIE PROJECT NO. 19863-31926 DESIGNED BYt FILE NAME: 31.926-EZ2 M. MAHANA DRAWN BYt LITTLE CEDAR BAYOU WWTP D Cm ELECTRICAL STANDARD DETAILS II SHEET SHEET CHK-D BY, P 'FTRnVTr consulting engineering -construction -operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY, M. HOWIE A CITY OF LA PORTE, TEXAS ROVED BY% A. NIZOV EZ-2 PP REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 A NO. a m 0 w z N ' m a w o m 2x� f„ z z6 • a as 0 0 0 a uc 0 a n w z Z N d F- O u. ce a_ m - �o — m I Ix z 00 ¢ - oZlu IC 'N e-W=W NMN NWU)0 J tipwW c _j[L0 orOn< E F G H Y; A B C p n CONDUIT FEED FROM ABOVE r, II OPTIONAL WHEN NEAR WALL) ' POLE HEIGHT DIMENSION 'A' 10'-0' 4' 6' 20'-0' 4'-6' 30'-0' 6'-6' 40'-0' 6'-6' 4' STAINLESS STEEL (C5,4 TYP,) 3/8' RADIUS (TYP.)' INSTALL NEMA-4X *{ 1/4' STAINLESS S.S. DISCONNECT DIMENSIONS AS REQ'D. 4' i,t ra' STAINLESS STEEL (C5.4 TYP.) NAMEPLATE y r (TYP.) LIQUID TITE FLEXIBLE CONDUITS MOUNTING STAND 2,_0, MOTOR OPERATOR FOR POWER AND CONTROL (TYPJ 2 I/2' AND STARTER CONTROL GATE 3/16' (TYPJ 1/2'x8'x8' MIN, STAINLES STEEL LETTER STROKES TO BE PLATE WITH FOUR 1/' S.S. 1/2' WIDE AND 1/4' DEEP BOND CIRCUIT GROUNDING POLE WITH HANDHOLE AND NEMA 4X SS z ANCHOR BOLTS, LEVELLINGGNUTS IMPRESSED IN CONCRETE, CONDUCTOR TO POLE INTERNAL GROUNDING STUD JUNCTION BOX � AND WASHERS LETTERS SCRATCHED INTOSURFACE NOT BE -UNION (TYP d Fr GROUT ACCEPTEDWILL INSULATED GROUNDING BOLT COVER 4' '�— COUPLING (TYP, BUSHINGS BONDED TO v POLE (TYP.) 2' GROUT WITH 2' CHAMFER 2' _. FINISH FLOO '=- :-'.:'__ 04 z o W _I_I m _III w—I Q ID — N 0 fr w w w z Q 0 z w E A 3 '3 '3 '3"3'3 "2 1/2' I I i i BL ` : °� o , 4' , FINISH GRADE CONDUIT FEED FROM BELOW I ( I PLAN U' f U BASE PLATE REFER TO u NUMBER AND SIZE AS INDICATED TYPICAL DETAIL H ON PLANS I 1/4' RADIUS CONCRETE #4 BARE COPPER GROUNDING THIS SHEET CONDUCTOR END VIEW SIDE VIEW PVC COATED STEEL /� } CONDUIT TRANSITION NOTE, PER SPECIFICATIONS 1, MOUNTING STAND MAY BE OMITTED IF MOTOR IS LOCATED WITHIN 3'-0' OF GROUND ROD AND CLAMP A WALL OR HANDRAIL, IN WHICH CASE THE DISCONNECT AND CONTROL STATION ELEVATION SHALL BE MOUNTED ON THE WALL OR HANDRAIL. CABLE MARKER DETAIL ANCHOR BOLTS WITH LEVELING TYPICAL MOTORIZED GATE OR VALVE OPERATOR INSTALLATION TYPICAL BASE DETAIL - NUTS BY POLE MANUFACTURER DETAIL Z DETAIL AA DETAIL AB ' 1 NTS - NTS - — SELECT COMMON FILL NTS COMPACTED IN 12' LIFTS d #4 HOOPS AT 12' ON CENTER #5 BARS EQUALLY SPACED X. GALVANIZED STEEL CABLE 5" y' SUPPORT CHANNEL WITH MIN MIN PORCELAIN INSULATION BRACKETS CONCRETE BASE 48 3 GROUND ROD 36" DIA OPENING FOR MANHOLE FRAME AND COVER EZ-1 z t�- III-1 I i_I I � g #4 AWG SYNTHETIC RUBBER CAULK (TYP) TRANSFORMER CONDUIT s,1 BONDIN WIR /� WATERTIGHT PACKING (TYP) LIQUIDTITE FLEXIBLE UNDISTURBED EART 2'-0' SQUARE 00 CONDUI CONDUIT _ — Its, \\ BODY �/ (TYP) 4" CLEAR ITYP) LIGHTING STANDARD BASE DETAIL Box OUT-coNoulT CONC. ENCASED DUCT (TYP)' 11 - VIBRATION ISOLATORS DETAIL Y z 10 FT. LENGTH OF PVC (TYP) to COATED RIGID STEEL 1/2" X 6" J-BOLT OR NTS - INSULATED THROAT CONDUIT (TYP) TO DISCONNECT 1/2"0 BOLT AND . CONCRETE INSERT } GROUNDING BUSHINGS 1/2" DIA. TYPE 316SS HOOK. INSTALL OR MOTOR STARTER R (TYP.) CORE DRILLED AS PART OF NEW CONSTRUCTION AS SPECIFIED OR USE CONCRETE ANCHOR ON ON PLAN LIOUIDTITE HOT DIP GALVANIZED ' ELAN HOLE EXISTING CONSTRUCTION. FLEXIBLE / CONDUIT STEEL BRACKETS, AND KNEE BRACING + GFI/WP RECEPTACLE X 4" EXPANSION 2'• SEE DETAIL I ON THIS SHEET o BOLTS (TYP) BOLT CHAMFER EZ-1 FOR M.H. FRAME AND tD COVER INSTALLATION DETAIL PANELBOARD I" CLEAR GALVANIZED STEEL WITH MAIN CB E PULL BOX ❑R TERMINAL REFER TO APPLICABLE WALL PENETRATION DETAILS SHT EZ-3 CHANNEL STRUTS FOR CABLE FINISHED FLOOR CONDUIT MOUNTING` CABINET AS IN➢ICATED SUPPORTS CORE DRILL OR PROVIDE CHANNEL AND 1 ON THE DRAWINGS — APPLY SEALANT D LEAVE OUT ON NEW CLAMPS (TYP) BETWEEN JOINTS-04 CONSTRUCTION, 4 DIAMETERS LARGER THEN CABLE. PROVIDE ° '• ° ° 94 { LB AND RISER MATERIAL I CABLE.LE SEAL AROUND °. ° ° a" °° °; .° t ' AS SPECIFIED BOND ALL ' E ° METALLIC ITEMS INSIDE M.H. WITH u4 - PULLING IRON (TYP) STRAIN RELIEF 24" X 12" BOX OUT [ o -- PVC- COATED STEEL CONCRETE SLOPED AWAY FROM AWG BARE COPPER --"-- ' --- - CONDUIT BLDG.. 1' CHAMFER ALL AROUND WIRE (TYP) t a, �•. SET HOOK USING ADHESIVE CAPSULE CABLE SUPPLIED BY PUMP FRONT SIDE EXPANSION FITTING ITCONCRETE ENCASEMENT AS _ ANCHOR MANUFACTURER f` INDICATED ON PLANS IDSTONE 12" MIN. CRUSHED • '.. ._ RACEWAY MATERIAL < "= - ' e' DUCT BANK COMPRESSIBLE JOINT FILLE :- . - e in AS SPECIFIED GROUND ROD GROUND (WHERE REQUIRED) WELD — _ -- AND CLAMP SECTION To GROUND Roo To PUMP WALL -MOUNTED TRANSFORMER AND PANFLBOARD n EXISTING/NEW FOOTING \� �/ DETAIL Arc r OR FOUNDATION e NOTES: NTS 1. HANDHOLE SHALL BE REINFORCED FOR H2O WHEEL LOAD. PVC COATED GALVANIZED RIGID STEEL SWEEP ELB❑ _ s 2. DUCT BANK ENTRANCE SHALL SUIT PARTICULAR APPLICATION. SUBMERSIBLE CABLE APPLICATION —{- 3. DIMENSIONS SHALL BE AS SHOWN UNLESS OTHERWISE INDICATED ON DRAWINGS. 4r DETAIL AE NTS �</I�\N�x�\�\l\ 3t ABOVE GRADE CONDUIT BUILDING PENETRATION ELECTRICAL HANDHOLE 5 DETAIL ............................N�zovDETAIL NTS - PRE -CAST OR CAST IN PLACE - ( 851590 10ENS� �a • �3 ;pp x.I °t PROJECT NO.'� 19863-31926 i", DESIGNED BY, M. HOWIE FILE NAME[ 3026 EZ3 DRAWN BYt M. MAHANA ` LITTLE CEDAR BAYOU WWTP ELECTRICAL STANDARD DETAILS III- sHEET x, T: m SHEET CHK'D BY: PJETROVIG consulting•engineering - construction - operations SLUDGE HANDLING FACILITIES IMPROVEMENTS , = , T€„W s rr CROSS CHK'D BYt M. HOWIE CITY OF LA PORTE, TEXAS +./�— to m APPROVED BY: A, Nlzov REV. DATE DRWN CHKD REMARKS DATE= SEPTEMBER 2002 �xt t, Aet�Yrp�f,Yi t cc w m D z Q cc d F- W �v O Lai. mZF J QOW aQa ;cWix>� V J.O (iJ JaC9 02Q V J U) := • GENERAL INSTRUMENT OR FUNCTION SYMBOLS PROCESS DEVICE SYMBOLS 7 REGULATED SIDE PRIMARY LOCATION AUXILIARY LOCATION THREADED SELF CONTAINED NORMALLY ACCESSIBLE NORMALLY ACCESSIBLE DIAPHRAGM SEAL - PRESSURE REGULATING VALVE ' FIELD MOUNTED , TO OPERATOR TO OPERATOR �CONCENTRIC FLANGE --�a'- GENERAL VALVE MOUNTED DIAPHRAGM PINCH VALVE DISCRETE INSSTRUMENTS O e SEAL - Q BUBBLER SYSTEM aQ GLOBE VALVE I SHARED DISPLSHARED AY, OMPUTER FUNOCTION © DEVGCE OR FLUSHING -(-- BALL VALVE 0 LOGIC RCONTRBOL -- INLIINERVENTURI TUBE � BUTTERFLY VALVE NORMALLY INACCESSIBLE OR BEHIND -THE -PANEL DEVICES OR FUNCTIONS PRIMARY ELEMENT -- CHECK VALVE MAY BE DEPICTED BY USING THE SAME SYMBOL BUT WITH DASHED INSERT VENTURI TUBE HORIZONTAL BARS, I.E.: M PRIMARY ELEMENT �Q PLUG VALVE KZ MAGNETIC FLOWMETER UNCLASSIFIED INSTRUMENTS SHARING COMMON HOUSING GATE RUPTURE DISK �- (PRESSURE RELIEF) j DENOTES EQUIPMENT SPECIFIED OR MODIFIED UNDER OTHER POSITIVE DISPLACEMENT PUMP SECTIONS OF THIS CONTRACT s PRIMARY ELEMENT Q ULTRASONIC FLOWMETER O AIR COMPRESSOR z N DENOTES EXISTING EQUIPMENT OR EQUIPMENT PROVIDED PRIMARY ELEMENT u BY OTHERS UNDER A SEPARATE CONTRACT PARSHALL FLUME OR USED FOR ALL CENTRIFUGAL, 0 ¢ TRAPEZOIDAL FLUME Lo /-� DIAPHRAGM, ROTARY LOBE, OR Z z FUTURE EQUIPMENT PRIMARY ELEMENT PROGRESSIVE CAVITY PUMP TYPES. / ORIFICE PLATE M o CONTROL INTERLOCK FUNCTION, SOFTWARE OR HARDWIRED. PRIMARY ELEMENT SEE DESCRIPTION PROVIDED, ELECTRICAL SCHEMATIC, AND/OR WEIR FLOWMETER I2 SYSTEM SPECIFICATIONS FOR SPECIFIC FUNCTION. j i DETAIL NUMBER, IF USED ��p-�� PRIMARY ELEMENT VERTICAL WET PIT n -Lf> f TURBINE OR PROPELLER DIGITAL SYSTEM I/O INTERFACE. DIRECTION OF TRIANGLE TYPE METER DENOTES WHETHER INPUT OR OUTPUT __-NOTE: THERMAL MASS SUBMERSIBLE PUMP QUANTITY OF INPUTS AND OUTPUTS IS DEPENDENT UPON THE FLOWMETER NUMBER OF DEVICES OR PIECES OF EQUIPMENT THAT ARE BEING PRIMARY ELEMENT CONTROLLED AND/OR MONITORED. THIS QUANTITY SHALL BE ULTRASONIC FLOW MIXER DETERMINED BY THE SUFFIX OF THE LOOP NUMBER. FOR EXAMPLE, OR LEVEL METER LOOP NO. 1100-01,02,03 REQUIRES 3 ANALOG INPUTS (1 INPUT FOR EACH FLOW METER). � DC MOTOR FLOAT SWITCH MOTOR - MAY BE ELECTRIC, I I= TTFR nPMnTFC CV-`.KIAI TYPE TWP I FTTPP "A" nPK1 ITPC i hA : IV Mrs A t u rn nn ne:r�t ILIA rrn 0 zz N to a,¢o om z zE • a or 0 m 0 n m 0 0 0 0 0 TYPICAL LOOP NUMBER U WHEN USED, LETTER DISTINGUISHES BETWEEN MULTIPLE, AE SIMILAR DEVICES IN THE SAME INSTRUMENT LOOP. *A ADDITIONAL INSTRUMENT IDENTIFICATION L2� SEE FUNCTION SYMBOLS AND ABBREVIATIONS WHEN- USED, NUMBER DENOTES DEVICES IN IDENTICAL DUPLICATE SYSTEMS. VALVE ACTUATOR SYMBOLS f T OR NO SYMBOL NO. I DATE I DRWN I CHKD )MATIC POSITIONER VALVE OR GATE ACTUATOR WITH * DEFINED AS FOLLOWS: P: AIR CYLINDER S: SOLENOID P/O:AIR/OIL CYLINDER E: ELECTRIC MOTOR H: HYDRAULIC CYLINDER EH: ELECTROHYDRAULIC Z: POSITIONER FOR PRESSURE RELIEF OR SAFETY VALVES ONLY MANUALLY (HAND) OPERATED REMARKS GENERAL NOTES 1. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND ABBREVIATIONS MAY NOT APPLY TO THIS SPECIFIC PROJECT. - 2. THIS LEGEND APPLIES TO INSTRUMENTATION DIAGRAMS ONLY AND MAY DIFFER FROM LEGENDS FOR OTHER SHEETS. 3. IN GENERAL THIS LEGEND SHEET AND THE INSTRUMENTATION DIAGRAMS ARE BASED ON INSTRUMENT SOCIETY OF AMERICA, STANDARDS FOR PRACTICES FOR INSTRUMENTATION. SOME MODIFICATIONS, ADDITIONS AND ALTERATIONS HAVE BEEN MADE AS REQUIRED TO ACCOMMODATE THE PROJECT REQUIREMENTS. 4. SOME PROCESS ITEMS. SUCH AS EQUIPMENT ISOLATION VALVES, BYPASS LINES. ETC., WHICH ARE NOT CRITICAL FOR AN UNDERSTANDING OF THE INSTRUMENTATION FUNCTIONS ARE NOT SHOWN ON THE INSTRUMENTATION SHEETS. AN 5. SEE ELECTRICAL SHEETS D SPECIFICATIONS FOR ADDITIONAL CONTROL AND INTERLOCK REQUIREMENTS FOR EQUIPMENT NOT SHOWN OR NOT PROVIDED BY THE INSTRUMENTATION SUPPLIER. 6. IN THE EVENT OF DISCREPANCY BETWEEN THE PROCESS AND INSTRUMENTATION DIAGRAMS AND THE LOOP DIAGRAMS, THE INFORMATION FROM THE LOOP DIAGRAMS SHALL BE USED. 7. IN THE EVENT OF DISCREPANCIES BETWEEN THE PROCESS AND INSTRUMENTATION DIAGRAMS, THE LOOP DIAGRAMS, AND THE SPECS, THE MORE EXPENSIVE SOLUTION OR ALTERNATIVE SHALL BE USED FOR PRICING PURPOSES. THE ENGINEER SHALL MAKE FINAL DETERMINATION OF WHICH SOLUTION SHALL BE USED TO IMPLEMENT THE PROJECT. DESIGNED BY, CDM DRAWN BY, CDM tm SHEET CHK'D BY: CDM consulting - engineering • construction •operations CROSS CHK'D BY: CDM APPROVED BY, CDM DATE: SEPTEMBER 2002 LINE SYMBOLS —1•►— MAJOR PROCESS PIPING, FLOW CHANNEL OR DATA HIGHWAY WITH FLOW OR SIGNAL DIRECTION AS SHOWN. —00-- MINOR PROCESS PIPING WITH FLOW DIRECTION AS SHOWN —1i--- MISCELLANEOUS PIPINGWITH FLOW DIRECTION AS SHOWN EXISTING PIPING OR EXISTING EQUIPMENT ------- BUILDING OR ENCLOSURE - - - - - - FUTURE PIPING OR FUTURE EQUIPMENT ----------► ELECTRIC OR ELECTRONIC SIGNAL WITH SIGNAL DIRECTION AS SHOWN EXISTING ELECTRIC OR ELECTRONIC SIGNAL WITH SIGNAL DIRECTION AS SHOWN -•-•-•-•► SOFTWARE SIGNAL LINK (LOOP DWGS) 10 MBPS ETHERNET CABLE CONNECTION (SYS ARCH DWG) — --► 100 MBPS ETHERNET CABLE CONNECTION FO--► FIBER OPTIC CABLE (FOE - FIBER ETHERNET) RADIO/TELEPHONE LINK HYDRAULIC SIGNAL —= 7izf� PNEUMATIC SIGNAL PROCESS OR SIGNAL LINE CONTINUED PROC A AT / FROM ANOTHER LOCATION (MATCH LETTERS) T-* COMBINATION FIBER OPTIC TRANSCEIVER/ RJ-45 ETHERNET PORT * - TRANSCEIVER ID # a RJ-45 ETHERNET PORT MEANING OF IDENTIFICATION LETTERS THIS TABLE APPLIES ONLY TO THE FUNCTIONAL IDENTIFICATION OF INSTRUMENTS. FUNCTION SYMBOLS"AND ABBREVIATIONS 7 61, u i tt. k PROPORTIONAL GAIN OR ATTENUATE (INPUT:OUTPUT) —k REVERSE PROPORTIONAL GAIN OR ATTENUATE (INPUT:OUTPUT) -c x SUMMING �/n AVERAGING 0 SUBTRACTING ff �- EXTRACT SQUARE ROOT - - DIVIDE X MULTIPLY ){, S INTEGRATE + BIAS POSITIVE r - BIAS NEGATIVE - FW NONLINEAR OR UNSPECIFIED FUNCTION > HIGH SELECT < LOW SELECT b HIGH LIMIT LOW LIMIT / SIGNAL TRANSDUCER OR CONVERTER (INPUT/OUTPUT) * DEFINED AS FOLLOWS: E - VOLTAGE H - HYDRAULIC w I -CURRENT 0 - ELECTROMAGNETIC, SONIC P - PNEUMATIC R - RESISTANCE (ELECTRIC) PD - PULSE DURATION r} CHEMICAL ABBREVIATIONS - STANDARD CHEMICAL FORMULAS ARE USED. 4 2 GENERAL ABBREVIATIONS A/M AUTO/MANUAL OWS OPERATOR WORKSTATION - AS AIR SUPPLY PC PERSONAL COMPUTER ASC AIR SCOUR pH HYDROGEN ION BW BACKWASH CONCENTRATION COND CONDUCTIVITY PLC PROGRAMMABLE LOGIC CPU CENTRAL PROCESSOR UNIT ' DCU DISTRIBUTED CONTROL UNIT CONTROLLER DO DISSOLVED OXYGEN PMU POWER MONITOR UNIT F DUR DURATION POS POSITION EFF EFFLUENT PS POWER SUPPLY 4, ES ELECTRIC SUPPLY RAS RETURN ACTIVATED FC FAIL CLOSED SLUDGE ! '` FCC FILTER CONTROL CONSOLE RCP RELAY CONTROL PANEL FCP FILTER CONTROL PANEL RIO REMOTE I/O RACK FOC FIBER OPTIC CABLE RIOD REMOTE I/O DROP MODULE _) FOM FIBER OPTIC MODEM RIOH REMOTE I/O HEAD MODULE', FLP FAIL LAST POSITION RTU REMOTE TERMINAL UNIT E. FIRST LETTER SUCCEEDING LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS ALARM B BURNER, COMBUSTION EMERGENCY USER'S CHOICE USER'S CHOICE C USER'S CHOICE CONTROL D DENSITY (MASS) OR SPECIFIC GRAVITY DIFFERENTIAL E VOLTAGE (EMF) PRIMARY ELEMENT F FLOW RATE RATIO (FRACTION) G USER'S CHOICE GLASS H HAND (MANUALLY INITIATED) HIGH OR OPEN I CURRENT (ELECTRICAL) INDICATE J POWER ___ _ SCAN K TIME OR TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT (PILOT) LOW OR CLOSED M MOTOR MOMENTARY MIDDLE OR INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE 0 USER'S CHOICE ORIFICE (RESTRICTION) P PRESSURE OR VACUUM POINT (TEST CONNECTION) 0 OUANTITY INTEGRATE OR TOTALIZE R RUN / RADIATION RECORD S SPEED OR FREOUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VISCOSITY, VIBRATION VALVE, DAMPER OR LOUVER W WEIGHT OR FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE OR PRESENCE Y AXIS RELAY. COMPUTE. CONVERT Z POSITION. DIMENSION Z AXIS DRIVE, ACTUATE OR UNCLASSIFIED CONTROL ELEMENT EXAMPLES OF TABLE USE, LEVEL ALARM HIGH L A H AUCCEEDING LETTER MODIFIER UCCEEDING LETTER (EITHER FIRST COLUMN OR SECOND) RST LETTER FNIC FIBER NETWORK RW RAW WATER i INTERFACE CARD SCFM STANDARD CUBIC are FO FAIL OPEN FEET PER MINUTE r ,r FREQ FREQUENCY SP SETPOINT FW FILTER WATER S/S START/STOP a. ;Yr HMI HUMAN MACHINE INTERFACE ST STORAGE HSTDBY HOT STANDBY TURB TURBIDITY I/O INPUT/OUTPUT UP MICROPROCESSOR INF INFLUENT UPS UNINTERRUPTIBLE LIO LOCAL INPUT/OUTPUT RACK POWER SUPPLY MC MOTOR CONTROLLER VFD VARIABLE FREQUENCY „Y MCC MOTOR CONTROL CENTER DRIVE ML MIXED LIQUOR VSD VARIABLE SPEED DRIVE NC NORMALLY CLOSED WAS WASTE ACTIVATED NO NORMALLY OPEN SLUDGE J rfY OL OVERLOAD WBW WASTE BACK WASH Y si HAND SWITCH ABBREVIATIONS H/O/A HAND/OFF/AUTO :j'` L/O/C LOCAL/OFF/COMPUTER L/O/R LOCAL/OFF/REMOTE O/C/S OPEN/CLOSE/STOP ' R/S/L RAISE/STOP/LOWER — L/C LOCAL/COMPUTER L/R LOCAL/REMOTE O/C OPEN/CLOSE S/S START/STOP(MOMENTARY) Of ON/OFF (MAINTAINED) 0/H/C OPEN/HOLD/CLOSE A/H AUTO/HAND 4r L/A LOCAL/AUTO �E OF p Ytt O/C/S/C OPEN/CLOSE/STOP/COMPUTER O/O/A ON/OFF/AUTO O/0/C ON/OFF/COMPUTER.* .........................:.*... PRESSURE 0/C/LOS OPEN/CLOSE/LOCK—OUT—STOP ANTHONY V. SCUD)ERI DIFFERENTIAL N/B NORMAL/BYPASS 89088 Fr INDICATING �TCEhl P D I T TRANSMITTER �•` L- SUCCEEDING LETTER MODIFIER (EITHER FIRST COLUMN OR SECOND) 4' b SUCCEEDING LETTER (EITHER FIRST COLUMN OR SECOND) FIRST LETTER MODIFIER 1/ FIRST LETTER LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE. TEXAS PROJECT NO. 19863-31926 n.I> IKl.u+rha FILE NAME: 198633192601 r{i SHEET INSTRUMENTATION LEGEND lid a �' nl1 H 5 in ITEM DESCRIPTION CRITERIA RANGE/SETPOINTS OTY RAS/WAS PUMP STATION LEVEL PRESSURE TRANSDUCER WITH LEVEL RANGE: 20 FEET I PE/LIT SENSOR AND INDICATING READOUT ON CONTROL PANEL. LEVEL RELAYS - TRANSMITTER. SHALL BE FIELD ADJUSTED RAS/WAS PUMP DISCHARGE BOURDON TUBE RANGE: 0-75 PSI 3 PI PRESSURE INDICATOR LEVEL INDICATING CHART CIRCULAR CHART I RANGE: 0-20 FEET I LIR RECORDER RECORDER t(D MAIN OPERATIONS BLDG ELECTRICAL ROOM FIELD r MCC-G — --------- ES RAS/WAS PUMP STATION RAS/WAS PUMP STATION LEVEL v LOOP NO. DESCRIPTION 1000-01 WAS PUMP NO. 1 1000-02 RAS PUMP NO. 1 1000-03 RAS PUMP NO. 2 NOTES: THE CIRCULAR CHART RECORDER SHALL BE FOXBORO 1 740R SERIES WITH A 120 VAC POWER SUPPLY AND A 4 TO 20 rnA DC INPUT WITH A PEN FOR ONE CHANNEL. THE CIRCULAR CHART RECORDER SHALL HAVE TWO RELAY OUTPUTS i I , REV. N0. DATE DRWN CHKD REMARKS • r LOOP NO. 1000 DESIGNED BY: A V. SCUDIERI DRAWN BY: B. SHADID A V SCUDIERI Cm ITEM DESCRIPTION CRITERIA RANGE/SETPOINT OTY FE/ RAS FLOW ELEMENT AND INDICATING MAGNETIC RANGE: 0-5000 GPM 1 FIT TRANSMITTER FIELD ES _ — FIT FROM RAS/ WAS I M TO RAS SPLITTER DISCHARGE HEADER BOX FE RAS FLOW LOOP NO. 1010 ITEM DESCRIPTION CRITERIA RANGE/SETPOINT OTY FE/ WAS FLOW ELEMENT AND INDICATING MAGNETIC RANGE: 0-5000 GPM 1 FIT TRANSMITTER FIELD ES — — FIT FROM RAS/ WAS I M TO WAS SPLITTER DISCHARGE HEADER BOX FE WAS FLOW LOOP NO. 1015 LITTLE CEDAR BAYOU WWTP SHEET CHK'D BY: .consulting - engineering•construction - operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CROSS CHK'D BY: A V. SCUDIERI APPROVED BY: A V. SCUDIERI - CITY OF LA PORTE. TEXAS DATE; SEPTEMBER 2002 f+ i e0tr1 u i g n .tit t •t Yy�lfi�' r-. t L ' u� it "! *7 t t , 'Pf is >s `r , e Ify t I, +rr r �1iI,$abti 4 r f�n 4,. } �Q'(E OF •T� ,,la.� t. ANTHONY V. SCUDERI"a"° . 89088 �v �rOENS� , r PROJECT NO. 19863-31926 t FILE NAME: 198633192602,„' fj ias 11tr SHEET INSTRUMENTATION LOOP DIAGRAMS I3t *+ I-2 t A g , m � w xm z z z • a to cc m ❑O m 2 2 t— n u Z Z N m W w P x m J z z � Q z a 0 LL i m 0 U 17 Q Q 0 W a W Q r LLl O Q _ > M Q N nJOww o�O�Q N . 1 U) 0. ITEM DESCRIPTION TYPE CRITERIA NAMETAG/FUNCTION OTY FIELD POLYMER FEED TANK _ DISCRETE SIGNALS FROM/TO LOOP NO, 1040 LOOP NO. DESCRIPTION 1035-01 POLYMER FEED TANK NO. 1 1035-02 POLYMER FEED TANK NO. 2 LOOP NO. 1035 ITEM DESCRIPTION CRITERIA RANGE/ SETPOINT OTY PSL/ BFP POLYMER FEED SYSTEM ELECTRONIC PRESSURE CELL RANGE: 0-20 PSI 4 PSH PRESSURE SWITCH LOW/NIGH -REFER TO SPEC SECTION 16191 PE BFP POLYMER FEED SYSTEM CONCENTRIC DIAPHRAGM RANGE: 0-20 PSI 4 PRESSURE ELEMENT REFER TO SPEC SECTION 16191 PI BFP POLYMER FEED SYSTEM 13OURDON TUBE RANGE: 0-20 PSI 4 PRESSURE INDICATOR REFER TO SPEC SECTION 16191 i I FIELD ANALOG SIGNALS _ — FROM/TO BFP CO PANEL r BFP POLYMER FEED METERING PUMP CONTROL PANEL ---�DESCRETE SIGNAL LOW LEVEL LOCK OUT FROM/TO BFP COI SIGNAL FROML00P PANEL NO_J035. (POLYMER *A PL a I PSL FEED SYSTEM) PE M aq PE aA FROM POLYMER FEED TANK TO BELT FILTER PRE LOOP NO. DESCRIPTION 1040-01 BELT FILTER PRESS POLYMER FEED METERING PUMP NO. 1 1040-02 BELT FILTER PRESS POLYMER FEED METERING PUMP NO. 2 BELT FILTER PRESS POLYMER FEED METERING PUMP LOOP NO. 1040 ITEM DESCRIPTION TYPE CRITERIA NAMETAG/FUNCTION OTY LE ULTRASONIC ELEMENT ULTRASONIC SEE SPEC 13315 1 LIT CONTINUOUS LEVEL MICROPROCESSOR SEE SPEC 13315 WASTE SLUDGE TRANSMITTER RANGE:0-20 FT BLANKET LEVEL 1 FIELD ES ----- LIT LE GRAVITY THICKENER FROM DSP TO THICKENED WIN SLUDGE PUMPS GRAVITY THICKENER SLUDGE BLANKET DETECTOR LOOP NO. 1045 h. ' l4 V - ha 00 ,r l R(1'R kt s: i� yr1, 5, •,.aY ' 2 y` l' r, �t ( � f -- i a 3 .d i it i Ir...i - i p , �i _ �E OF T{. y�. { ," .< ANTHONY V. SCUDIERI 8908871 rOENS , " E !r ..1Lid Al- F , �R.`• DESIGNED BY: A V. SCUDIERI ? B. SHADID PROJECT N0. 19863-31926 t11 DRAWN BY: ' LITTLE CEDAR BAYOU WWTP FILE NAME: 1986331s2so3 SHEET CHK'D BY: A V. SCUDIERI A V. SCUDIERI consultingengineering construction operations e 9� SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET ,hn ��• • CROSS CHK'D BY: INSTRUMENTATIONLOOP DIAGRAMS 11 By: A V. SCUDIER DAATE: CITY OF LA PORTE. TEXAS I-3 NO. DATE DRWN CHKD REMARKS SEPTEMBER 2002I i. t3w"1i n T .il B C D E F G H m 1ng o: N 1- w = Q 0 LL mZF J Z CQUj � CM oU=» � J a w U JCLC 0�05; NJU)=0 ITEM DESCRIPTION CRITERIA RANGE / SETPOINT OTY PI/ AEROBIC DIGESTER INLET ELECTRONIC PRESSURE RANGE: 4 PIT PRESSURE INDICATOR AND SENSOR 50 PSI TRANSMITTER REFER TO SPEC SECTION 16191 FIELD FROM BLOWERS AEROBIC DIGESTER NO. 1 AND NO. 2 ALREADY EXIST TO AEROBIC DIGESTERS LOOP NO. DESCRIPTION 1105-01 AEROBIC DIGESTER NO. I AIR INLET VALVE 1105-02 AEROBIC DIGESTER NO. 2 AIR INLET VALVE 1105-03 AEROBIC DIGESTER NO. 3 AIR INLET VALVE 1105-04 AEROBIC DIGESTER NO. 4 AIR INLET VALVE AEROBIC DIGESTERS AIR INLET CONTROL VALVE LOOP NO. 1105 ITEM DESCRIPTION CRITERIA NAMETAG/FUNCTION OTY PSL/ i DIGESTED SLUDGE PRESSURE ELECTRONIC PRESSURE CELL RANGE: 0-20 PSI 4 PSH SWITCH LOW/HIGH REFER TO SPEC SECTION 16191 PE DIGESTED SLUDGE PRESSURE CONCENTRIC DIAPHRAGM RANGE: 0-20 PSI 4 ELEMENT REFER TO SPEC SECTION 16191 pI DIGESTED SLUDGE PRESSURE INDICATOR BOURDON TUBE REFER TO SPEC SECTION 16191 RANGE: 0-20 PSI 4 I FIELD ANALOG SIGNAL i FROM/TO BFP CONTROL MCC—D PANEL —► DESCRETE SIGNALS FROM/TO BFP I CONTROL PANEL FROM AEROBIC DIGESTERS DIGESTED SLUDGE PUMPS ry 1 ► TO GRAVITY THICKENERS LOOP NO. DESCRIPTION 1110-01 DIGESTED SLUDGE PUMP NO. 3 1110-02 DIGESTED SLUDGE PUMP NO. 4 ITEM DESCRIPTION CRITERIA NAMETAG/FUNCTION OTY }`'t, Tt'�fi d : FE/ THICKENED SLUDGE FLOW METER MAGNETIC RANGE: 0-175 GPM 2'- FIT AND INDICATING TRANSMITTER REFER TO SPEC SECTION 16191r, _ -t'`: li za 's t PSL/ PSH THICKENED SLUDGE PRESSURE SWITCH LOW/HIGH ELECTRONIC PRESSURE CELL REFER TO SPEC SECTION 16191 RANGE: 0-20 PSI 4 rxi 'a Sil: �s 7 PE THICKENED SLUDGE PRESSURE CONCENTRIC DIAPHRAGM RANGE: 0-20 PS[ 4 1' }°' "'• ELEMENT REFER TO SPEC SECTION 16191 PI THICKENED SLUDGE PRESSURE BOURDON TUBE RANGE: 0-20 PSI 4 1 e` INDICATOR REFER TO SPEC SECTION 16191 !. . r - ^r3,'. Will it 4 1 , 414 E�7 FIELD ANALOG SIGNAL lit_ t, FROM/TO BFP n —►CONTROL PANEL, MCC—E }� —►DESCRETE SIGNALS FROM/TO BFP CONTROL PANEL 01 PI PSL PI PSH !A # I !g ! L Z,; FIT ! ---ES r' M +. PE !A #g —� M � ct FROM POLYMER FEED TANK TO BELT FILTER PRESS, FE LOOP NO. DESCRIPTION s 1120-01 THICKENED SLUDGE PUMP NO. 1 1120-02 THICKENED SLUDGE PUMP NO. 2 i� J r s" 43 THICKENED SLUDGE PUMP LOOP NO. 1120 ..' I 1� , r, u s (E OF 1„ 7r * : ..................... s a ANTHONY V. SCUDIERI ..........:... ' 89088 £} °•.lrOENs��� �* z � F1� r'i • A V. SCUDIERI DESIGNED BY, PROJECT NO.,—ADI19863 31926 4 DRAWN BY: B. SHD s A V. SCUDIERI LITTLE CEDAR BAYOU WWTP FILE NAME: 198633192604 I1' -i! SHEET CHK'D BY: consulting - engineering• construction• operations SHEET a i vtc i+' ii., SLUDGE HANDLING FACILITIES IMPROVEMENTS INSTRUMENTATION LOOP DIAGRAMS III I CROSSCHK'D BY: A V. SCUDIERI APPROVED BY, A V. SCUDIERI I CITY OF LA PORTE, TEXAS REV. I q �4I EV DATE I DRWN I CHKD , REMARKS DATE;. SEPTEMBER 2002� � 1 + F 7• 1 p. 'a H cc /U W z Q cc I a 0 m w z Z_ N LLi Up H W 0 m >S �U zz a a OLL m �Q Zo ate-- . �pZU) o0 J Z a ¢ �ZLLI W a L>U n o 0 �JpWW ITEM DESCRIPTION. TYPE CRITERIA NAMETAG/FUNCTION OTY FIELD DISCRETE SIGNALS I —►FROM/TO BFP CONTROL PANEL M PLANT WATER FI BELT FLTER PRESS BELT FILTER PRESS BOOSTER PUMP LOOP NO. DESCRIPTION 1130-01 BELT FILTER PRESS BOOSTER PUMP PUMP NO. 1 1130-02 BELT FILTER PRESS BOOSTER PUMP PUMP NO. 2 LOOP NO. 1130 ITEM DESCRIPTION TYPE CRITERIA NAMETAG/FUNCTION OTY i I I FIELD ANALOG SIGNALS FROM/TO L SIGNALS f BELT FILTER PRESS CONTROL PANEL —i.- FROM/TO LOOP NO. 1140 FROOM/TO LOOP N0.;1130 AND 1040 AND 1040 ' FROM BFP BOOSTER PUMP NO. M BELT FILTER PRESS FROM THICKENED DEWATERING SLUDGE CONVEYOR SLUDGE PUMP LOOP NO. DESCRIPTION I 1135-01 BFP NO. 301 1135-02 BFP NO. 302 i BELT FILTER PRESS LOOP NO. 1135 FC TO TRUCK YA o -I (L Ti (E OF III ... .... .. h I{ ANTHONY V. SCUDIERI s, a 89088 1 t7� Y A l ( PROJECT NO. 19863-31926 , DESIGNED BY, A V. SCUDIERI FILENAME:198633192605 am DRAWN BY: B. SHADID LITTLE CEDAR BAYOU WWTP { ' ' SHEET . SHEET 'D BYAV SCUDIERI consulting engineering construction �Pe�a7i^^� , ���.SLUDGE HANDLING FACILITIES IMPROVEMENTS INSTRUMENTATION LOOP DIAGRAMS IV CHK SCUDIERI V. S` u cRoss cHK'D BY, A CITY OF LA PORTE, TEXAS I-5 ' APPROVED BY, A V. SCUDIERI - - ,,� REV. DATE DRWN CHKD REMARKS SEPTEMBER 2002 NO. _ SATE ,a - H 1 t. , _ 3.•� a4 j}1� ' I - 1 � 1 0 R Z N i IL Ld f2-cn W =. Z z ¢ i O LL N Q �¢ R�Jz 3 LLI O L W Q'LLI m 00 > ao t: Jpa,W c�JILC9 o—O5;Q I :. r� Y ( i YY 1� ��trf 1 1�A t� 4 Ja 'it ! �L Sat y.r(rx ? x' . i,A L ,tJ rka tft` t Z}. ` r et � X - ( '..` v ar ..tP.. t* r t fi rw� fib. r Z 1 IE as ro llt rF r - F . 4Y t I OF " T�cL � ANTHONY V. SCUDIERI ....... ?1, _ 890880 r% 11 7 ��.J,' ,.� a�JEJ s r'. ( 5 }k4: Ma A VSCUDIERI PROJECT NO. 19863-31926 DESIGNED BY: V. FILENAME: 198633192606 k� DRAWN BY: B. SHADID y SHEET }1 SHEET CHK'D BY: A V. SCUDIERI C LITTLE CEDAR BAYOU WWTP V. SCUDIERI consulting engineering constructionoperations SLUDGE HANDLING FACILITIES IMPROVEMENTS INSTRUMENTATION LOOP DIAGRAMS V t. A V CROSS CHK'D BY: V. SCUDIERI CITY OF LA PORTE. TEXAS A v APPROVED BYe I _ REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 NO. r y`¢r LOOP NO. DESCRIPTION 1200-01 BLOWER NO. 1 1200-02 BLOWER NO. 2 1200-03 BLOWER .NO. 3