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HomeMy WebLinkAbout00-7201 WWTP - SOLIDS HANDLING FACILITIESz z Z N N N w � � a �z 0 z a 2 m m rr �0 o0 a 9 T� W J Q LL (D Z J z Q U) o� J w OW � o, R° wLO o O1 N U� M Is CITY OF LAPORTE, TEXAS • -. k" , , e "4 1 =1 - LITTL CEDAR BAYOU SOLI MAYOR NORMAN L. MALONE COUNCIL MEMBERS BARRY BEASLEY HOWARD EBOW CHUCK ENGELKEN PETER GRIFFITHS BRUCE MEISMER MIKE MOSTEIT JAMES WARREN CHARLIE YOUNG ROBERT T. HERRERA CITY MANAGER • • - LOCATION PLAN CDM Camp Dresser & McKee Inc. environmental engineers, scientists, planners, & management consultants DIRECTOR OF PLANNING DOUG KNEUPPER, P.E. DIRECTOR OF PUBLIC WORKS STEVE GILLETT THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NO," RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIO�1, WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." DATE RODNEY W. CHAPIN 5e._ 81014 THIS DRAWING WAS ORIGINALLY SIGNEI AND SEALED BY RODNEY W. CHAPIN P 81014 ON OCTOBER 18, 2002 RECORD DRAWIN A B C D E F G H N twn m w Q w i z Y m w - m w 's U cn W Wo a I_ Z o i =i J U� Z zN m LL Z as ti LU Z Ur = m ? 4 06 !, Z LU Z a '.- i. Q i U) — s '= � O 051 OZ a I N m nd6 to N rn � � '.. N N I i 4 I c DIZA�►�VING�-INDEX GENERAL DRAWING NO. STRUCTURAL DRAWING NO. GENERAL NOTES: CIVIL NOTES: BENCHMARK: COVER SHEET G-1 FILTER PRESS BUILDING - ROOF FRAMING PLAN S-9 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION 1. CONTRACTOR TO INSTALL ENTRY TO STAGING AREA AT PLANT BENCHMARK ELEVATION 15.31= DRAWING INDEX AND GENERAL NOTES G-2 FILTER PRESS BUILDING - SECTIONS S-10 OF EXISTING FACILITIES PRIOR OT CONSTRUCTION OF LOCATION SHOWN. DRAINAGE ALONG 4TH STREET MUST BE FAIRMONT PARKWAY RELIEF SANITARY PROPOSED FACILITY. MAINTAINED AT ALL TIMES. SEWER ELEVATION 14.14. PLANT GENERAL LEGENDS AND ABBREVIATIONS G-3 FILTER PRESS BUILDING - ELEVATIONS - CMU REINFORCEMENT S-11 2. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE 2. CONTRACTOR TO INSTALL AND MAINTAIN DURING BENCHMARK ELEVATION =15.31 TO BE USED AS REFERENCE FOR 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 S-12 ACCORDANCE WITH SPECIFICATIONS. GATE SHALL BE REMOVED 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES FOLLOWING FINAL COMPLETION AND INSPECTION. EQUIPMENT AND PIPING SYMBOLS G-5 FILTER PRESS BUILDING - ROOF PLAN S-13 AND IMPROVEMENTS ARE SHOWN IN AN APPROXIMATE WAY AS DETERMINED FROM AVAILABLE RECORDS AND 3. CONTRACTOR LAYDOWN AREA SHALL BE FENCED ALL FILTER PRESS BUILDING - ELEVATIONS S-14 ARE IN NO WAY TO BE CONSTRUED AS COMPLETE. AROUND. PROCESS PROCESS FLOW DIAGRAM P-1 FILTER PRESS BUILDING - BUILDING DETAILS S-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/WAS PUMP STATION STANDARD DETAILS 1 SD-1 5. SITE GRADING MUST DRAIN AWAY FROM ALL STRUCTURES PROCESS MECHANICAL AND INSTRUMENTATION DIAGRAM P-3 AND CAUSE NO PONDING WITHIN PROJECT AREA. ADEQUATE AEROBIC DIGESTER, DIGESTED SLUDGE PUMP STATION, BLOWERS AND GRAVITY THICKENER STANDARD DETAILS 2 SD-2 DRAINAGE SWALES SHALL BE PROVIDED TO ACCOMPLISH THIS. 6. CONTRACTOR TO PROVIDE ADEQUATE THRUST BLOCKING FOR PROCESS MECHANICAL AND INSTRUMENTATION DIAGRAM P-4 STANDARD DETAILS 3 SD-3 PIPING SYSTEM TO WITHSTAND TEST PRESSURE. THICKENED SLUDGE PUMPS, BELT FILTER PRESSES, CONVEYOR AND POLYMER FEED SYSTEM STANDARD DETAILS 4 SD-4 7. CONTRACTOR TO RESTORE ANY EXISTING PAVEMENT WHICH IS CIVIL DISTURBED BY CONSTRUCTION TO ITS ORIGINAL CONDITION. EXISTING SITE PLAN C-1 8. CONTRACTOR TO RESTORE ANY EXISTING FENCE SITE DEMOLITION PLAN C-2 HVAC WHICH IS DISTURBED BY CONSTRUCTION TO ITS SYMBOLS, ABBREVIATIONS AND GENERAL NOTES HVAC H-1 ORIGINAL CONDITION. YARD PIPING DEMOLITION PLAN - QUADRANT 1 C-3 BELT FILTER PRESS BUILDING HVAC PLAN H-2 YARD PIPING DEMOLITION PLAN - QUADRANT 2 C-4 YARD PIPING DEMOLITION PLAN - QUADRANT 3 C-5 ELECTRICAL ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES E-1 PROPOSED SITE PLAN AND STAGING AREA C-6 PROPOSED ELECTRICAL SITE PLAN E-2 PAVING AND GRADING PLAN C-7 OVERALL ELECTRICAL ONE -LINE DIAGRAM E-3 YARD PIPING - QUADRANT 1 C-8 MCC-E RISER DIAGRAM AND ELEVATION E-4 YARD PIPING - QUADRANT 2 C-9 C-10 PROPOSED RAS/WAS PUMP STATION PLANS AND SECTION ELECTRICAL MODIFICATIONS E-5 YARD PIPING - QUADRANT 3 CIVIL DETAILS I CZ-1 PROPOSED AEROBIC DIGESTER ELECTRICAL PLAN E-6 CIVIL DETAILS II CZ-2 DIGESTED SLUDGE PUMP ELECTRICAL PLAN E-7 CIVIL DETAILS III CZ-3 THICKENED SLUDGE PUMP ELECTRICAL PLAN E-8 CIVIL DETAILS IV CZ-4 EXISTING BLOWER BUILDING ONE LINE DIAGRAM DEMOLITION AND MODIFICATIONS E-9 MECHANICAL EXISTING BLOWER BUILDING ELECTRICAL DEMOLITION PLAN AND SECTION E-10 DEMOLITION RAS/WAS PUMP STATION PLANS AND SECTION M-1 PROPOSED BLOWER BUILDING ELECTRICAL PLAN AND SECTIONS E-11 PROPOSED RAS/WAS PUMP STATION PLANS AND SECTION MODIFICATIONS M-2 BELT FILTER PRESS BUILDING POWER AND INSTRUMENTATION PLAN E-12 AEROBIC DIGESTER PLAN I AND SECTION M-3 BELT FILTER PRESS BUILDING LIGHTING AND RECEPTACLE PLAN E-13 AEROBIC DIGESTER PLAN II M-4 ELECTRICAL ROOM PLAN E-14 PROPOSED AEROBIC DIGESTER PIPING SECTIONS M-5 ELECTRICAL PANEL AND FIXTURE SCHEDULES EY-1 AEROBIC DIGESTER PIPING SECTION, CROSS PAD PLANT AND SECTIONS M-6 .ELECTRICAL SCHEMATICS I EY-2 DIGESTED SLUDGE PUMPS PLAN AND SECTION M-7 ELECTRICAL SCHEMATICS II EY-3 DIGESTED SLUDGE PUMPS SECTIONS M-8 ELECTRICAL STANDARD SCHEMATICS III EY-4 THICKENED SLUDGE PUMPS PLAN AND SECTION M-9 ELECTRICAL BLOCK DIAGRAMS EY-5 BELT FILTER PRESS BUILDING PLAN M-10 ELECTRICAL SCHEMATICS V EY-6 BELT FILTER PRESS BUILDING SECTIONS M-11 ELECTRICAL STANDARD DETAILS I EZ-1 BELT FILTER PRESS BUILDING SECTIONS M-12 ELECTRICAL STANDARD DETAILS II EZ-2 BLOWER BUILDING DEMOLITION PLAN M-13 ELECTRICAL STANDARD DETAILS III EZ-3 BLOWER BUILDING PLAN AND SECTIONS M-14 STANDARD MECHANICAL DETAILS I MZ-1 STANDARD MECHANICAL DETAILS it MZ-2 INSTRUMENTATION STANDARD MECHANICAL DETAILS III MZ-3 INSTRUMENTATION LEGEND 1-1 STANDARD MECHANICAL DETAILS IV MZ-4 INSTRUMENTATION LOOP DIAGRAMS 1 1-2 STANDARD MECHANICAL DETAILS V MZ-5 INSTRUMENTATION LOOP DIAGRAMS II 1-3 STANDARD MECHANICAL DETAILS VI MZ-6 INSTRUMENTATION LOOP DIAGRAMS 111 1-4 STANDARD MECHANICAL DETAILS VII MZ-7 INSTRUMENTATION LOOP DIAGRAMS IV 1-5 r" tE 0 F T\�� ,. p.........Ek 1 STRUCTURAL DRAWING NO. INSTRUMENTATION LOOP DIAGRAMS V 1-6 5� qs�*I, STRUCTURAL NOTES KEYPLAN AND SHEET INDEX S-1 '* AEROBIC DIGESTER -BASE SLAB PLAN - RODNEY W. CHAPIN it.............................., AEROBIC DIGESTER - T STRUCTURE PLAN S-3 tdt 81014 �i 1 �''• �. /1\ c��STER�`��?�,► h AEROBIC DIGESTER - SECTIONS S-4 THIS RECORD DRAWING HAS BEEN PREPARED, AEROBIC DIGESTER -ENLARGED DETAILS s-s ENTIRELY OR IN PART ON THE BASIS OF UNVERIFIED THIS DRAWING WAS ORIGINALLY AEROBIC DIGESTER - MISCELLANEOUS DETAILS S-6 INFORMATION COMPILED AND FURNISHED BY OTHERS SIGNED AND SEALED BY TO THE PREPARER WHO IS NOT RESPONSIBLE FOR RODNEY W. CHAPIN PE 81014 FILTER PRESS BUILDING -FOUNDATION PLAN S-7 ANY INACCURACIES, ERROR OR OMMISIONS WHICH ON OCTOBER 18, 2002 FILTER PRESS BUILDING - BASE SLAB PLAN S-8 MAY HAVE BEEN INCORPORATED INTO THE RECORD DRAWING DOCUMENT AS A RESULT. i DESIGNED BY: C. SOWELLS PROJECT NO. 19863-31926 FILE NAME: GNXPLG01 DRAWN BY: P. BULOT LITTLE CEDAR BAYOU WWTPSHEET DRAWING INDEX ' CHK'D BY: C. SOWELLS SHEET os/os JMM cs REVISED FOR THE RECORD CROSS CHK'D BY: R. CHAPIN npPRovEO BY: consulting •engineering•construtton•operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS AND GENERAL NOTES G— 2 REV. NO. DATE DRWN CHKD REMARKS DATE: O 3 E A B C D E F G H ~ ti w In z N m S g r Z Z s z � z u • a m w 0 a a n. vai I fn z CO O W f- °a 1- Q =i W � z 2 Q LL_m Q w x U '6 z c,w = m o z �� zt z z W • a w g 2: 0LU fn J 0 N Cc M J O 8 O z LU W Of tin CD X L rn o 0 E o O co 0 0 N M O O z J a 0 L / UD N / r7 ED 00 Q_ CIVIL SYMBOLS ABBREVIATIONS SYMBOL FEATU R E SYMBOL FEATURE ABAND - ABANDONED E - EAST L - ANGLE [STEEL UNLESS NOTED] PJF - PREMOLDED JOINT FILLER NOTED] STIR - STIRRUP (S) STL - STEEL AB - ANCHOR BOLT EA - EACH LB - LAG BOLT PL - PLATE [STEEL UNLESS ABV - ABOVE EB - EXPANSION BOLT LF - LINEAR FEET PLAS LAS - PLASTIC LAMINATE SRUC - STRUCTURE (S, URAL) ADD'L - ADDITIONAL EF - EACH FACE LL - LIVE LOAD PLYWD - PLYWOOD SYM - SYMMETRICAL - S - - SIGNAL LINE ADJ - ADJUSTABLE EJ - EXPANSION JOINT LLH - LONG LEG HORIZONTAL POL - POLISHED T - TREAD AFC - VARIABLE FREQUENCY CONTROLLER EL - ELEVATION LLV - LONG LEG VERTICAL PRC - POINT OF REVERSE CURVATURE TEMP - TEMPERATURE REVISION -- --- CATV — - - UNDERGROUND CABLE TV AFF - ABOVE FINISHED FLOOR ELEV - ELEVATION LNDG - LANDING PRCST - PRECAST TF - TOP FACE - OTV OVERHEAD TV AGG - AGGREGATE ELEC - ELECTRIC (AL) LNTL - LINTEL PSF - POUND PER SQUARE FOOT THK - THICK (NESS) ALT - ALTERNATE ENGR - ENGINEER LOC - LOCATION/ LOCATED PSI - PER SQUARE INCH TO -TOP 0 -0 0—�- CHAIN LINK FENCE LP LIGHT POLE ALUM -ALUMINUM EQ -EQUAL LONG -LONGITUDINAL PT -POINT (OF TANGENCY) TOC - TOP OF CONCRETE GUARD RAIL ANOD -ANODIZED EQUIP - EQUIPMENT LP - LOW POINT PTO - PAINTED PUSH TO TEST LIGHT TOF - TOP OF FOOTING POWER POLE W/ GUY APPROX - APPROXIMATE ES - EXTRA STRONG STEEL PIPE LPT - LOW POINT OF TRENCH PTT - TOS -TOP OF STEEL OR SLAB fL PROPERTY LINE (e) Pp 0_� AR -ANCHOR ES -EACH SIDE LT - LEFT PVC - POLYVINYL CHLORIDE TOW - TOP OF WALL EASEMENT LINE , ARCH -ARCHITECT (URAL) (URE) ARND - AROUND EST -ESTIMATE (D) ETC - ETCETERA LW -LIGHTWEIGHT MAS-MASONARY PVMT -PAVEMENT R - RISER R EL - TRENCH ELEVATION TRANS- TRANSVERSE R/W RIGHT OF WAY (R/W) HEDGE ASPH - ASPHALT EW - EACH WAY MAT - MATERIAL RAD(R) - RADIUS TS - STRUCTURAL TUBING ASSOC - ASSOCIATION EWC - ELECTRIC WATER COOLER MAX - MAXIMUM RC - REINFORCED CONCRETE [STEEL UNLESS NOTED] IP IRON PIPE BOUNDARY MARKER AVAIL - AVAILABLE EXIST - EXISTING MB -MACHINE BOLTS RCP - REINFORCED CONCRETE PIPE TYP -TYPICAL RIVER AVE - AVENUE EXP - EXPANSION MC - STEEL MISCELLANEOUS CHANNEL RD - ROOF DRAIN T & B - TOP AND BOTTOM IR IRON ROD BOUNDARY MARKER -- �� AVG - AVERAGE EXT - EXTERIOR MC - MOMENT CONNECTION RDWD - REDWOOD MCJ - MASONRY CONTROL JOINT RECPT - RECEPTACLE UNO - UNLESS NOTED OTHERWISE MON CONCRETE MONUMEMT BOUNDARY MARKER BD - BOARD FAB - FABRICATE (OR, ED) MECH - MECHANICAL RED - REDUCER STREAM BEL - BELOW FD - FLOOR DRAIN MFR - MANUFACTURER REF - REFERENCE/REFER VERT - VERTICAL SB STONE MONUMEMT BOUNDARY MARKER BF - BOTTOM FACE FDN - FOUNDATION MH - MANHOLE REINF - REINFORCING VWC - VINYL WALL COVERING BLDG - BUILDING FEC - FIRE EXTINGUISHER CABINET MIN - MINIMUM REM - REMOVE VIO - VALVE INDICATION OPEN DIRECTION OF FLOW FOR STORMWATER BLK - BLOCK(ING) FF - FACE TO FACE MTL - METAL REQD - REQUIRED VIC - VALVE INDICATION CLOSED TP-1 TURNING POINT DIRECTION OF FLOW FOR SWALE BM - BEAM FHC - FIRE HOSE CABINET MO - MASONRY OPENING REV - REVISION VMS - VALVE MOTOR STOP M� _ ���- BOF - BOTTOM OF FOOTING FH - FIRE HYDRANT MISC - MISCELLANEOUS RM - ROOM VMO - VALVE MOTOR OPEN ATR-3 TRIANGULATION POINT BOP - BOTTOM OF PIPE FHMS -FLATHEAD MACHINE SCREW MI -MOTOR INDICATION RND -ROUND VMC -VALVE MOTOR CLOSE B-7 BORING BOT - BOTTOM FHWS - FLATHEAD WOOD SCREW MH - MANHOLE RO - ROUGH OPENING S-1 WEIR W/ WINGWALLS BOW - BOTTOM OF WALL FIN - FINISHED MOL - MOTOR OVERLOAD RR - RAILROAD W - STEEL WIDE FLANGE SOUNDING BRG - BEARING FIN GR - FINISHED GRADE MSS - MOTOR STARTER STOP RST - REINFORCING STEEL W/ - NTH BSMT - BASEMENT FL - FLOW LINE MSR - MOTOR STARTER RUN ROW - RIGHT OF WAY W/O - WITHOUT BM 8 BENCHMARK BTWN - BETWEEN FLR -FLOOR RT -RIGHT WP -WATERPROOFING BU -BACK UP FLASH - FLASHING N - NORTH WPT - WORKING POINT N. - COORDINATE 84 BUR - BUILT UP ROOF (ING) FLG - FLANGE NIC - NOT IN CONTRACT S - SLOPE WS - WATER SURFACE i� E. DEPRESSION CONTOUR BVL - BEVEL (ED) FLX - FLEXIBLE NO - NUMBER S - STEEL STD. SHAPE] WSR - WATERSTOP FRP - FIBER REINFORCED PLASTIC NOM - NOMINAL SCHED - SCHEDULE WT - STEEL T SHAPE B & M C - CHANNEL [STRUCTURAL] FT - FOOT/ FEET NSG - NON -SHRINK GROUT SCJ - SLAB CONTROL JOINT WT - WEIGHT f ' ' CAP - CAPACITY FTG - FOOTING NTS - NOT TO SCALE SEC - SECTION WW - WASHWATER n-r r� r n RAILROAD TRACKS EXISTING INTERMEDIATE CONTOUR CER -CERAMIC fC -CONCRETE COMPRESSION STRESS SEJ -SLAB EXPANSION JOINT WWF - WELDED WIRE FABRIC C & 0 84 LINE AND ELEVATION DESIGNATION CFT -CUBIC FOOT 28 DAYS UNLESS NOTED [ ] 0 TO 0 - OUT TO OUT SF -SQUARE FOOT DOUBLE TRACK RAILROAD CRAM -CHAMFER i f m -MASONRY PRISM STRESS OC - ON CENTER SFR -SYNTHETIC FIBER REINFORCED YH -YARD HYDRANT CHKD PL -CHECKERED PLATE f - STEEL YIELD STRESS Y OD - OUTSIDE DIAMETER SHT -SHEET EXISTING INDEX CONTOUR Cl -CAST IRON FVNR -FULL VOLTAGE NONREVERSING OF - OUTSIDE FACE SIM -SIMILAR & OR - AND UNIMPROVED DIRT ROAD OR GRAVELED ROADWAY 85 LINE AND ELEVATION DESIGNATION CIR -CIRCLE MOTOR STARTER OH - OPPOSITE HAND SP -SPACE S, ( ED) ®- AT / CIRC - CIRCUMFERENTIAL OPNG - OPENING SPEC -SPECIFICATION CENTERLINE �---� �--� CJ -CONSTRUCTION JOINT GA -GAGE OPT -OPTIONAL SPECD -SPECIFIED m -DIAMETER ASPHALT ROAD PROPOSED INTERMEDIATE CONTOUR CL -CENTERLINE GALV - GALVANIZED OVF - OVERFLOW SQ -SQUARE # - NUMBER / 84 LINE AND ELEVATION DESIGNATION CLG -CEILING G-GENERAL PC -POINT OF CURVATURE SS -STAINLESS STEEL d -PENNY CLR - CLEAR (ANCE) GI -GALVANIZED IRON PCC - PORTLAND CEMENT CONCRETE ST - STREET JL - PERPENDICULAR TO CONCRETE ROAD PROPOSED INDEX CONTOUR CMU - CONCRETE MASONRY UNITS - GLB GLASS BLOCK P - PILASTER STA - STATION % - PERCENT / 85 LINE AND ELEVATION DESIGNATION CO -CLEAN-OUT - GIO GATE INDICATION OPEN PI -POINT OF INTERSECTION STD -STANDARD FL- FLOW LINE COL - COLUMN - GIC GATE INDICATION CLOSED PCF - POUNDS PER CUBIC FOOT STIFF - STIFFENER = TUNNEL COMB - COMBINATION - GMS GATE MOTOR STOP 365.7 SPOT ELEVATION COMP -COMPRESSIBLE GMO - GATE MOTOR OPEN X GMC - GATE MOTOR CLOSE CONIC - CONCRETE GR -GRADE BRIDGE CONN - CONNECTION - GRATING GENERAL NOTE: CONST - CONSTRUCTIONGRTG GVL -GRAVEL ( EXISTING EMBANKMENT CONT - CONTINUOUS GYP 8D -GYPSUM BOARD SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON SHEETS BOX CULVERT (REVERSE SYMBOLS FOR CHANNEL) CONTR - CONTRACTOR G-02, G-03, & G-04 AND NOT BE UTILIZED ON THE PROJECT. - CDR - CORNER (S) CORR - CORRUGATED HAS - HEADED ANCHOR STUD CRS - COURSE (S) HDR - HEADER ® C TO C - CENTER TO CENTER HDWR - HARDWARE CULVERT, PIPE SIZES AND TYPE CT - CERAMIC TILE HES - HIGH EARLY STRENGTH PROPOSED EMBANKMENT CTGCOATINGHK - HOOK ® 2-36" RCP (REVERSE SYMBOLS FOR CHANNEL) CTJ - CONTROL JOINT HIM -HOLLOW METAL SINK HOR -HORIZONTAL �S SIGNS CTSCENTER K - COUNTERSINK HP -HIGH POINT CY - CUBIC YARD HPT - HIGH POINT OF TRENCH HR R MH-14 ® JB JUNCTION BOX HS - HIGH STRENGTH (STRUCTURAL) WEST INV 27.35 HS - HAND SWITCH MAINTENANCE POSITION (ELEC) EAST INV 32.50 SANITARY SEWER AND MANHOLE AND DES - DOUBLE EXTRA STRONG STEEL PIPE HT -HEIGHT 8" SS —� �— DIRECTION OF FLOW DET - DETAIL HVAC - HEATING/VENTILATING/AIR CONDITIONING ■ DI DRAIN INLET CB-1 DIAG-DIAMETER LAW - IN ACCORDANCE WITH INV 33.75 DIM - DIMENSION ID - INSIDE DIAMETER - �[— 8" SO �- STORM DRAIN AND CATCH BASIN AND FLOW GI GRATED INLET DIR - DIRECTION IF -INSIDE FACE DIRECTION OF DIV -DIVISION IG -INSULATED/ISOLATED GROUND CONDUCTOR DCU - DISTRIBUTED CONTROL UNIT INA - INSTRUMENT AIR FIL FIRE LINE W/ FIRE HYDRANT ASSEMBLY DL - DEAD LOAD INS - INSIDE (INCLUDES VALVE) ® WM WATER METER ON - DOWN INSUL - INSULATION TFH DO - DITTO WMB WATER METER BOX DS -DOWNSPOUT ITC - INSTRUMENTATION TERMINAL CABINET DWG - DRAWING INV - INVERT YH 0- YARD HYDRANT DWL -DOWEL -GM GAS METER CO 0 CLEANOUT JT FLR - JOINT FILLER ® EV ELECTRIC VAULT 6 FM — low- FORCE MAIN AND DIRECTION OF FLOW KO -KNOCKOUT KSI - KIPS (1000 POUNDS) PER SQUARE INCH 6 DRN-PVC — No PROCESS PIPELINE CALLOUT TE OF GENERAL LEGEND � PROCESS PIPELINE CALLOUT AND DIRECTION OF FLOW �* * ABBREVIATED PROCESS LINE DESCRIPTION SYMBOL DESCRIPTION � PIN ♦ RODNEY W. CHAPIN � ♦ (SEE LISTING SHT G-3) . ... 10. •�i EXISTING , 81014 PIPE DIAMETER 12" ELEC - UNDERGROUND ELECTRICAL CABLE/DUCT NEW / MODIFIED "THIS RECORD DRAWING HAS BEEN PREPARED, % ENTIRELY OR IN PART ON "THE BASIS OF — — OE -- OVERHEAD ELECTRIC C�—N—� NORTH ARROW UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED UNDERGROUND TELEPHONE FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN TEL NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OT OVERHEAD TELEPHONE OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING PROJECT NO. 19863-31926 DESIGNED BY: C. SOWELLS FILE NAME: GLGND003.dwg DRAWN BY: S. BAKER I� LITTLE CEDAR BAYOU WWTP GENERAL LEGENDS AND ABBREVIATIONS SHEET SHEET CHKD BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN consulting -engineering -construction -operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS G- 2/06 JHM CWS REVISED FOR THE RECORD REV. NO. DATE DRWN CHKD REMARKS DATE: J A 8 C D E F G H N m m m z � w m � o z z s m 0 w 's s uJ -i z Z_ N w Z w O UJ U' zLU m = m Y o 2Z z Q J 06 z ¢ ' a o Z Q0 m =Z w 4 co O J Q a O> E3 e— U) LU O I R' u m (N ndQ w O �h X N Ur cy 0 0 E u7 rn O 0 * r7 N \ i 0 0 0 0 0 z J a 0 L N r7 / n to b _) a SECTION AND DETAIL DESIGNATION EQUIPMENT IDENTIFICATION SYSTEM PIPE IDENTIFICATION SYSTEM VALVE IDENTIFICATION SYSTEM PIPE MATERIAL NOMINAL PIPE DIAMETER (INCHES) BB1 - BFV - 001 ABS ACRYLONITRILE - BUTADIENE - STYRENE SECTION IDENTIFICATION NUMBER ABC ASBESTOS CEMENT DB2 - PFP - 102 NUMERICAL INDICATOR PROCESS FLOW STREAM UNIQU UTO ALU ALUMINUM (SEE LIST THIS DRAWING) EACH VALVE USED B BRASS T NUMBER WHERE SECTION IS DRAWN PIPE MATERIAL BI BLACK IRON SEQUENTIAL NUMBER FOR (SEE LIST THIS DRAWING) ABBREVIATION INDICATING OR °-° IF SECTION IS DRAWN ON A TYPE OF EQUIPMENT TYPE OF VALVE, Le> GATE, SAME SHEET AS CALLOUT PIPE JOINT TYPE (SEE LIST THIS DRAWING) PLUG, BUTTERFLY, ETC. BR BRONZE SECTION CUT SYMBOL ABBREVIATION INDICATING TYPE OF EQUIPMENT VALVE LOCATION 0 CI CAST IRON (SEE LIST OF EQUIPMENT) 6— D R— D I/ M J CIGL CAST IRON -GLASS LINED CIPL CAST IRON - PLASTIC LINED SECTION NUMBER ABBREVIATION INDICATING LOCATION (SEE LIST OF — — — B B 1- B FV- 01 CPVC CHLORINATED POLYVINYL CHLORIDE CORRESPONDING TO STRUCTURES/EQUIPMENT) CS CARBON STEEL SECTION 1 SECTION CUT SYMBOL CSP CORRUGATED STEEL PIPE SCALE: 1 /4" = V-0" M — SHEET NUMBER WHERE DEPICTED IS A 6-INCH DIAMETER (DRAIN) VALVE TAG CSCL CARBON STEEL, CEMENT LINED SECTION WAS TAKEN DEPICTED IS DEWATERING BUILDING NO. 2, DUCTILE IRON PIPE WITH MECHANICAL JOINT CU COPPER OR POLYMER FEED PUMP NO. 2 1 DI DUCTILE IRON DEPICTED IS BUTTERFLY VALVE NO. 1 LOCATED IN BLOWER BUILDING NO. 1 DIGL DUCTILE IRON GLASS LINED DIPL DUCTILE IRON PLASTIC LINED FOR MULTIPLE SHEET EQUIPMENT / STRUCTURE / VALVE DESIGNATION PROCESS FLOW STREAM NOMENCLATURE DIUL DUCTILE IRON UNLINED CALLOUTS TITLE FOR SECTION FRP FIBER REINFORCED PLASTIC AD AEROBIC DIGESTER NE NEEDLE VALVE A AIR NAG NATURAL GAS ARV AIR RELEASE VALVE AA AERATION AIR NPW NON POTABLE WATER GS GALVANIZED CARBON STEEL AV ANGLE VALVE ABE AERATION BASIN EFFLUENT OVF OVERFLOW P PCV PUMP PRESSURE CONTROL VALVE ABI AERATION BASIN INFLUENT OWS OILY WATER SEPERATOR HOP HIGH DENSITY POLYETHYLENE B BLOWER PDM POLYMER DILUTION MIXER AD AEROBIC DIGESTER PA PLANT AIR DETAIL IDENTIFICATION LETTER BB BLOWER BUILDING PE PRESSURE ELEMENT (SENSOR) AL AIR LIFT PUMP AIR PCI PRIMARY CLARIFIER INFLUENT q DETAIL BCK BALL CHECK VALVE PFS POLYMER FEED SYSTEM AS ACTIVATED SLUDGE PCE PRIMARY CLARIFIER EFFLUENT MHS METAL HOSE Z_ BF BLIND FLANGE PFP POLYMER FEED PUMP PD PLANT DRAINS (FLOOR &EQUIP) SHEET NUMBER WHERE BFP BELT FILTER PRESS PI PRESSURE INDICATOR (GAUGE) BA BACKWASH AIR PE PLANT EFFLUENT PP POLYPROPYLENE DETAIL IS DRAWN OR "-" IF DETAIL IS BFV BUTTERFLY VALVE PDI PRESSURE DIFFERENTIAL INDICATOR PVC POLYVINYL CHLORIDE DRAWN ON SAME SHEET AS CALLOUT BP BOOSTER PUMP PIS PRESSURE INDICATING SWITCH BWW BACKWASH WATER POL POLYMER E FLUORIDE PVDF PRESTR BV BALL VALVE PIT PRESSURE INDICATING TRANSMITTER BYP BYPASS PLW PLANT WATER PCC PRESTRESSED CONCTRETE CYLINDER SSED DETAIL CALLOUT SYMBOL PIN PINCH VALVE PRD PROCESS DRAIN C COMPRESSOR PMT POLYMER MIXING TANK CA COMPRESSED AIR PS POLYMER SOLUTION CCV CUSHIONED CHECK VALVE PV PLUG VALVE CLG CHLORINE GAS UNDER PRESSURE PW POTABLE WATER RC REINFORCED CONCRETE 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 CMW CHEMICAL WASTE (FROM LAB) IRS RAW SEWAGE STL STEEL PSL/PAL LOW AIR DISCHARGE PRESSURE SWITCH W/ALARM DB DEWATERING BUILDING PWP PLANT WATER PUMP DHW DOMESTIC HOT WATER SAMP SAMPLE LINE SS STAINLESS STEEL DF DIFFUSER PWS PLANT WATER PUMP STATION DCW DOMESTIC COLD WATER SBS SODIUM BISULFITE DIG DIGESTER PT PRESSURE TAP CONNECTION FROM SC SCUM DSP DIGESTED SLUDGE PUMP LPC IN SEQUENCE PANEL DR DRAIN SCE SECONDARY CLARIFIER EFFLUENT DS DIGESTED SLUDGE SCI SECONDARY CLARIFIER INFLUENT DWS DEWATERED SLUDGE EF EXHAUST FAN RASP RETURN ACTIVATED SLUDGE PUMP SO STORM DRAIN RDT ROTARY DRUM THICKENER HCL HYDROGEN CHLORIDE GAS SDG SULFUR DIOXIDE GAS SOS SULFUR DIOXIDE SOLUTION FCV FLOW CONTROL VALVE FTD FILTRATE DRAIN SDV SULFUR DIOXIDE UNDER VACUUM FE FLOW ELEMENT SAP SAMPLE PUMP FG FLAP GATE SCRV SELF CONTAINED REGULATING VALVE FIW FIRE WATER SYSTEM SHC SODIUM HYPOCHLORITE FI FLOW INSTRUMENT SG SLUICE GATE FOR FUEL OIL RETURN SL SLUDGE FIT FLOW INDICATING TRANSMITTER SLG SLIDE GATE FOS FUEL OIL SUPPLY SMP SAMPLE POINT FSH FLOW SWITCH HIGH SMP SAMPLE WATER PUMP SN SUPERNATANT FSL FLOW SWITCH LOW SOL SOLENOID VALVE GR GRIT SR SLUDGE RETURN SP SUMP PUMP GW GROUNDWATER SSC SECONDARY SCUM SRV SURGE RELIEF VALVE GL GLOBE VALVE STIR STRAINER HPA HIGH PRESSURE AIR SSR SANITARY SEWER GV GATE VALVE SSL SECONDARY SLUDGE "THIS RECORD DRAWING HAS BEEN PREPARED, HWR HOT WATER RETURN cT GRAVITY THICKENER STS STORM SEWER ENTIRELY OR IN PART ON "THE BASIS OF T AUTOMATIC DRAIN VALVE HWS HOT WATER SUPPLY SU SUPERNATANT UNVERIFIED INFORMATION COMPILED AND TNK TANK INA INSTRUMENT AIR FURNISHED BY OTHERS TO THE PREPARER WHO IS H HOIST TS TEMPERATURE SWITCH rS THICKENED SLUDGE NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR HB SE BIB LOR LOBE OIL RETURN HPT HOYDRO (PNEUMATIC TANK TWAS THICKENED WASTE ACTIVATED SLUDGE OR OMMISIONS WHICH MAY HAVE BEEN HSP HIGH SERVICE PUMP UH UNIT HEATER LOS LUBE OIL SUPPLY INCORPORATED INTO THE DOCUMENT AS A RESULT." HV HAND VALVE ME METHANOL V VENT VS VIBRATION SWITCH ML MIXED LIQUOR VTR VENT THRU ROOF IAC INSTRUMENT AIR COMPRESSOR VRV VACUUM REGULATING VALVE WAS WASTE ACTIVATED SLUDGE OF . r gs�,t IACS INSTRUMENT AIR COMPRESSOR SKID IADD INSTRUMENT AIR DESICCANT DRYER WASP WASTE ACTIVATED SLUDGE PUMP ,'��PZE„ IAR INSTRUMENT AIR RECEIVER PIPE JOINT TYPE i...•••••^••• *� i RODNEY W. CHAPIN IFS INSTRUMENT FILTER SILENCER f .............................. BSM BELL & SPIGOT - MORTAR JOINT PE PLAIN END tj°�.• 81014 ��i tt� LE LEVEL ELEMENT BSO BELL & SPIGOT - RUBBER GASKET P PUSH ON JOINT �cG�STER�G�?�� �� S/ONAL�� LI LEVEL INSTRUMENT C COMPRESSION (TUBE FITTINGS) RMJ RESTRAINED MECHANICAL JOINTS ,����•�` LS LEVEL SWITCH F FLANGED S SOLDERED LSM LEAK SENSOR MONITOR G GROOVED SW SOCKET WELDED THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN H HEAT FUSION T THREADED PE 81014 ON SEPTEMBER 5, 2002 M MOTOR L POURED LEAD JOINT (BELL & SPIGOT) V SOLVENT CEMENTED MX MIXER MJ MECHANICAL JOINT W BUTT WELDED RECORD DRAWING DESIGNED BY: C. SOWELLS PROJECT NO. 19863-31926 FILE NAME: GLGND004.dwg DRAWN BY: S. BAKER LITTLE CEDAR BAYOU WWTP ABBREVIATIONS AND LEGENDS SHEET CHK'D BY: C. SOWELLS CROSS CHWD BY: R. DRIVER APPROVED BY: R. CHAPIN consulting • engineering • construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTS, TEXAS SHEET G- 4 2/06 JHM CWS REVISED FOR THE RECORD REV. NO. DATE DRWN CHKD REMARKS DATE: rel 3 r A B C D E F G H W m z z i 0 0 -I U m z G � N CD aO W O Zz = m z � IL z z � Q a m � g N W p N Oa a r7 J 8 CL LU c N C7 to O O E rn 0 0 0 N O to 0 0 0 z J / N O r7 / rn co O m _rn a EQUIPMENT SYMBOLS VALVE SYMBOLS PIPING SYMBOLS SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE DOUBLE LINE SYMBOL SINGLE LINE SYMBOL FEATURE CENTRIFUGAL PUMP- CONSTANT SPEED ' Y DRAIN M KNIFE VALVE �/ �--� WELDED JOINT K GATE SELF-CONTAINED CENTRIFUGAL PUMP- VARIABLE SPEED LIFTING HOOK ABOVE EQUIPMENT PINCH VALVE REGULATING VALVE FLANGED JOINT SIMPLIFIED REPRESENTATION PRESSURE RELIEF VALVE SEE NOTE 2C (SEE NOTE 1) T BLOWER OR FAN 0 ROTAMETER —�— BALL VALVE MECHANICAL JOINT _ Y-STRAINER DIAPHRAGM VALVE VACUUM RELIEF VALVE E SIMP(SEELIFIED NOTE REPRESENTATION _J I r-j RECIPROCATING COMPRESSOR —I BUTTERFLY VALVE EXTERNAL TAP IL PUMP CALIBRATION CYLINDER REGULATING VALVE MECHANICAL JOINT RESTRAINED ROTARY COMPRESSOR —�— GATE VALVE U PI THREE-WAY BALL VALVE PUSH ON JOINT OR CAULKED p j-i► ROTARY LOBE PUMP —�— CONE VALVE BELL &SPIGOT JOINT may( FOUR-WAY VALVE (EELIFIED NOTE REPRESENTATION PULSATION DAMPENER ASSEMBLY ��� PLUG VALVE PROGRESSING CAVITY PUMP �1 \ FLAP VALVE (GATE) PUSH ON JOINT OR CAULKED BELL &SPIGOT JOINT SWING CHECK VALVE RESTRAINED M _ INJECTOR —Kt�— BALL CHECK VALVE SHEAR GATE j--�d--� BALL JOINT VERTICAL WET PIT PUMP SIGHT GLASS GLOBE VALVE NEEDLE VALVE DIRECTION OF FLOW FLOAT ACTUATED VALVE ��(�—� I 'I M Ps PRESSURE SWITCH L RUPTURE DISK FOR VACUUM RELIEF �� PLAIN END x PLAIN END PIPE COUPLING DOUBLE DISK PUMP 1 � MUD VALVE RUPTURE DISK FOR PLAPIPE INEND x END PIS PRESSURE INDICATING SWITCH � AIR RELEASE/ VACUUM BREAKER PRESSURE RELIEF COUPLINGLAIN RESTR RESTRAINED HOSE PUMP ANGLE VALVE �.____. FLANGE x PLAIN END PIPE COUPLING -i BACKFLOW PREVENTER PI PRESSURE GAUGE VV AW FLEXIBLE COUPLING OR LIQUID OXYGEN VAPORIZER AIR AND VACUUM VALVE HOSE BIB _ A EXPANSION JOINT (SLEEVE TYPE STATIC MIXER PSL PRESSURE SWITCH -LOW m mB M MIXER PSH PRESSURE SWITCH -HIGH TYPE A IDENTIFICATION FLEXIBLE COUPLING OR EXPANSION JOINT (BELLOWS TYPE) FIS FLOW INDICATING SWITCH REFER TO SPECS. B FILTER OR STRAINER COUPLING FOR GROOVED END JOINTS: FIT FLOW INDICATING TRANSMITTER FO FLEXIBLE AIR SERVICE OIL OR MOISTURE TRAP LSL LEVEL SWITCH - LOW IEJ -' ® RIGID ACTUATOR SYMBOLS LSH LEVEL SWITCH - HIGH FLANGE GUARD FLEXIBLE HOSE F OR R 12 FLANGE FILLER LIT LEVEL INDICATING TRANSMITTER DESIG. PROCESS FLOW M O SUBMERSIBLE PUMP TI O TEMPERATURE INDICATOR Y DIAPHRAGM -SPRING CLOSED a III i UNION VI VACUUM INDICATOR p DIAPHRAGM - SPRING CLOSED W/ POSITIONER� QUICK CONNECT COUPLING LE LEVEL SENSOR - SONIC DIAPHRAGM - DOUBLE ACTING OR PRESSURE BALANCED (� HOSE COUPLING O ELECTRIC MOTOR (CONSTANT SPEED) A- LE LEVEL PROBE BLIND FLANGE ELECTRIC MOTOR (VARIABLE SPEED) CAPPED END, ® SLUICESLIDE OR WEIR GATE j� LI'J SOLENOID E _:I STOP PLATE --� FLOW METER -MAGNETIC T HAND —►{' ` VENTURI TYPE FLOWMETER AIR PIPE & FITTING SYMBOL NOTES 1. SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING SHOWN ON THE INTERIOR & EXTERIOR PIPING DRAWINGS. l PZEOFT�� 8 FLOW METER - TURBINE = .......... gslt 2. UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED ON THE LAYOUT i t � .......... �~ HYDRAULIC CYLINDER & SCHEMATIC DRAWINGS PIPE & FITTING JOINT REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE DEFINED IN THE SPECIFICATIONS. RODNEY W. CHAPIN CHEMICAL FEED POINT J- ., 81014 '�i tt� FGISTEBM�t ��?F�i `\�\\� `� n THIS RECORD DRAWING HAS BEEN PREPARED, QUICK DISCONNECT ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN AIR QUICK DISCONNECT NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN DIAPHRAM SEAL INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING STANDARD DESIGNED BY: C. SOWE PROJECT N0. 19863-31926 DRAWN BY: P. BULOT OT SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER qmw Iiiiiiiiiiiiiiiw md consulting • engineering • construction• operations LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS EQUIPMENT AND PIPING SYMBOLS FILE NAME: GLGNDOOS.d.dwq 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: R. CHAPIN CITY OF LA FORTE, TEXAS G— cj FSHEET REV. NO. DATE DRWN CHKD REMARKS DATE: O ©J w Mw _z cW G a � i z z � z ' a 0 o a 0 vQi rn W F W J U� i I Z N �m m Q w Z o xm o Q z x 00 ,a Q O m (n (n LL a o 3 a - co J a I) i.. a_. co I N N d- J U- Ld w x x O w O O O O N O O O O U- n d d U O i d Lo N O M M 00 00 (3) LU F- LL Q Z Q J ^ VF'J Q C 1 a.//O r CO O I CO N CL O � N N r7 J V7 L_ LJ or X .0 O w- O E LO LO 0 N O N O O O O L_ d Cl- 0 n N O 0) O 0 w Z MW cW G a S z Z 0 z 0 Q m 0: v� of U ZN, Q N LL ui m z - z =m Z z ?¢em¢s Z a }§ Q 6 CD Off' _ J LLJ w MO ¢ H OW i n Q C O Nd 00 t i i N N d' M J LLI W x X O O E 00 N C6 O M O M N \ 0 O M O O O O ti d 0_ V O L 0_ N 0) M M O co O V W_ � o w J Z_ U g� N Q LL W N a w ij z 'z z w Qz 0 Q ai fq z cl I: W a o=gI N � naz o `Y v °' N IL 6) 1 f Ei z MW W c c a Z Z ED Z 0 a 0 cc o � W v Q ZQz 0 J Z d Q LL Q (n J z Z 0 co cm 1 W to O . N U� L� d I 30 15 0 30 SCALE IN FEET 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS NO. DESIGNED BY: C. SOWELLS DRAWN BY: S. BAKER SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: consulting -engineering -construction -operations "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 81014 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 PROJECT NO. 19863-31926 FILE NAME: CSTPL001.dwg EXISTING SITE PLAN i SHEET C-1 10 H W m z z cn W a E_ J Z Z N ! Q Lj m m U- ( Z Lj a m = n Zg Z 4 J d Z � a Z a Y N _♦- m x T V)J vo J � cc W O 0 N e- N 1 1- ndcoin rn o w x X t O O N o 0 O N 0 N 0 o J I- Cn Cn / U N rn M / co ro rn a NOTES: —Z = 1. CONTRACTOR TO COORDINATE SEQUENCE OF WORK IN ACCORDANCE WITH SPECIFICATION SECTION 01014. 2. CONTRACTOR TO COORDINATE ALL EQUIPMENT DOWN TIMES WITH OWNER, AND IN ACCORDANCE WITH SPECIFICATIONS. SOLIDS HANDLING FACILITIES TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. 3. ALL REMOVED OR RELOCATED PIPING SHALL BE REPLACED WITH NEW PIPING OF MATERIALS AS SHOWN ON DRAWINGS. 4. ALL TREES TO BE RELOCATED WITH TREE SPADE. REMOVE A D REPLACE EXISTING — 4 NON -POT DEMOLISH EXISTING BLOWERS AND BLE WATER PUMPS ASSOCIATED APPURTENANCES BLOWER BUILDING X X X--__. x— x._ 4 6 DEMOLISH WAS PIPING, " 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— SEE SHEET C-8 x— x— x— x x— x— x— x— x—--x —x x x - 1 6 EXISTING AEROBIC g SLUDGE DIGESTER CLARIFIER 1 CLARIFIER 2 CLARIFIER 3 X BASIN NO. 1 CHLORINE CONTAC BASINS REMOVE ARSHALL FLUME LINER x AND FILL HANNEL WITH GROUT - O O O BASIN NO. 2 4 x x x� % I 5 no o° 0 ---' --'— o EXISTING FENCE---,,.,I 3 SLUDGE 6 3 e x I THICKENER HEADWORKS TI 0, REMOVE EXISTING RAS/WAS PUMPS CONCRETE DRIVE AND PARKING x AND ALL ASSOCIATED n PIPING x �DEWATER/NG BUl DING I o �� EMO PO XISTI 4G G 4" DIGESTED a a EXISTING SLUDGE LUD(E PIPING e DRYING BEDS SHOP BUILDINEl x v i DEMOLISH EXISTING SLUDGE DRYING BEDS CLARIFIER 4 x i v I 3 I AERA770N BASIN N0. 1 AERATION AS/N NO. 2 AERATION BASIN NO. 3 C CRETE DRIVE AND PARKING OPERATIONS BUILDING /NONT LIFT AT4)70N CONTRACTOR TO REL CATE ( _- - - - - - - - - - - - - - — -- O r-y EXISTING SIGN AS NECESSARY - _COVERED PARKING_ 0 -I ® ------ = HIGH BAL x— xL—= X_ x — x — x x— � HEADWORKS -- -- -- -- — -- — -- lI — B NK I H I GH A —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 DITCH -"LOW LINE DITCH FLO LINE H/GH A 4FH — -- I C-5 I NOT USED tEOFT��� DEMOLITION LEGEND,,,,,,,,,,,,,*„�� RODNEY i CHAPIN OTO BE REMOVED, SALVAGED AND STORED TO BE REMOVED AND REPLACED WITH NEW O r":....•....""""""":"'� ° 81014 �i AT LOCATION DESIGNATED BY OWNER EQUIPMENT, PIPING, ETC. t��. G/STEf;%.•G��r O2 TO BE ABANDONED O7 TO BE RELOCATED NOT USED �lss/ONAI.. O3 TO BE REMOVED AND DISPOSED OF OFFSITE O TO BE MODIFIED "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF O4 TO REMAIN IN SERVICE TO BE REMOVED, RENOVATED AND REUSED O UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED IN PROJECT (NOT USED) AND SEALED BY RODNEY W. CHAPIN 30 1 30 FURNISHED BY OTHERS TO THE PREPARER WHO IS SCALE IN FEET O5 TO BE REHABILITATED NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN RECORD DRAWING INCORPORATED INTO THE DOCUMENT AS A RESULT." DESIGNED BY: C. SOWELLS PROJECT NO. 19863-31926 FILE NAME: CSTPL002.dwg DRAWN BY: S. BAKER LITTLE CEDAR BAYOU WWTP SITE DEMOLITION PLAN SHEET CHK'DBY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN consulting - engineering•construction - operations SLUDGE HANDLING CITY OF FACILITIES IMPROVEMENTS LA PORTE, TEXAS SHEET C- 2 2/06 JHM CWS REVISED FOR THE RECORD REV. NO. DATE DRWN CHKD REMARKS DATE: rO A B C D E F G H N m m m m i= Z r a r � a ¢ ' o _ o LLI Q N H � N Z [a U I Q Z -m s L! a w � Ur Z a m =� Z m ti z Z LU r _ 0 N ¢ o x - N ' N pZ ow EL ¢ U) 0 a. � � 0 U N o N I ry ><- LO to d 6 0) � o N ri v U r w G_ _. 3 x 1 v - o E o o_ N O 0 0 0 d d r U U C9 N rn r) / 00 00 a NOTES:1. DEMOLITION LEGEND CONTRACTOR TO CONNECT EXISTING 2-INCH SCUM LINES (TWO) TO EXISTING 6-INCH WAS LINE DOWNSTREAM OF PROPOSED BLIND FLANGE. TO BE REMOVED, SALVAGED AND STOR TO BE REMOVED AND REPLACED WITH NEW 10 5 0 10 O AT LOCATION DESIGNATED; BY OWNER O EQUIPMENT, PIPING, ETC. 2. CONTRACTOR TO PERFORM DEMOLITION OPERATIONS AND/OR ANY SCALE IN FEET 2 TO BE ABANDONED O7 TO BE RELOCATED (NOT USED) OI PROCESS INTERRUPTION OF SERVICE WITH SPECIFICATION SECTION 01311 AND WITH PLANT OPERATIONS PERSONNEL. J�% 0; O TO BE REMOVED AND DISPOSED OF OFFSITE O TO BE MODIFIED'' 3. CONTRACTOR TO PROVIDE BYPASS PUMPING STATION IN ACCORDANCE WITH SPECIFICATION SECTION 02659. / i TO BE REMOVED, RENOVATED AND REUSED O TO REMAIN IN SERVICE O IN PROJECT (NOT USED) 4. CONTRACTOR TO PERFORM DEMOLITION OPERATIONS AND/OR ANY INTREEUP11ON OF SERVICE IN ACCORDANCE WITH SPECIFICATION SECTION O5 TO BE REHABILITATED 01311 AND WITH PLANT OPERATIONS PERSONNEL. 5. CONTRACTOR TO PROTECT ADJACENT PIPING, EQUIPMENT AND PROPERTY DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO 6" WAS REPLACE COMPONENTS DAMAGED BY PROPOSED WORK. II __ ____�___---- ________________________________________________________________________�________-_______________________________________________ _SE------------------------------------------------------------------------- `�------- `. 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N SHE 1 n i N �i i 0 ET M- I\ \ \ `----- \ _____ _________ _ ---------________________ __ ---- -------------------p- ----------------- I I -- -- \ \ I I I I 1•r n .` it 1 1 p FL. 14. 68 I i I i i i I I I I I .mJiy �I A 1 I I i 01 in it u I I FL. 12. 7 ___===�'1 F====i unn i = 1�=A == 8• A 3 I 1 1 S I I I I II - _-- - 1n �_________� _ I I _-- it - 18' AS FL. 13.60 t l I FL. 13.80 FL. \\ Qi i 11 CONCRETE DRIVE AND PARKING FL. 14.36�---------- I _-_-- 1 -------------------- -- u �1 18" AS ----------------------------------- I I I 1 1 ----I i - -__ �� aJ �J d i FL. 12.90 78" AS 12.95 \ \ 18" STM. SEW. \\ a i ii 30" ML FL. 6.5 11 .-�m-------------------------------------------------------------- ----------- u -- - _ I I (1 --_----_-- --- lit I �----�II�----------- - -- ----- ---------- I on I 7===r ' ' \\ 1' 1 I I _ 111'�- III II Iii`-�'At-------------------------------------------------------------- I I ii' 1 ___________________________________________________�______ S/ - n/i-.�-------------------�________= 11 - ii q it IINN FL. 1D.oD I I 1 I I I i I I Iil I Np II \ \ \ 8" TS II 01 I U---- ' I 30" RE FL. 6.5 ________ _ I______________________________________________________________ --------------- / in 1° ' I___________________-----------------_-----------_ ii y---------------------------- U __ o __------- I ________________________________________________________ __ 30 ML FL. 6.5 II ________________________________-------_-----------_____ I I ___ ____ III'�I 1 -------------------'°� I I p IQ.� .. 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DS I I u' I I 1 u l�j�'a jr1 I -- I ' '''------------ ---- ]I I -+--------� =J 1 I In I I n `I\ i I in JIL L':F----------.1��" -------------------- 1 t .m-�T== 1 .,o-.�;t----- 30" ML _FL._6.5 -------- I 1` --- III `\ - III / II III `\ 4 ------ I I Id �@� ' ..............................� EY W CHAPIN �i FL. 13.00 .l ill .' u m f__________________________________ --_ a ________________-___ dl ---_-_-__-- / ...... ....................y "1014 CLARIFIER 4 11P0•., "TIISII 11:Ss'I��' 0 o== 1 0 FL. Z7.50 0 1 1 0 0 RE D DRAWING HAS BEEN PREPARED, TNIS `` /0... ENS ��� tq I s" DR + 4--4 + DR Z (E�jTIR OR IN PART ON "THE BASIS OF THIS DRAWING WAS 0 NALLY SIGNED z z FL. 12.00 FL. 12.00 6" DR FL FL. 12.00 I UNV IFIED INFORMATION COMPILED AND FL. 1200 FL. 12.00 FURINI BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODN W. CHAPIN AERATION BASIN NO. 1 PE 81014 ON SEPTEM 5, 2002 NOT � S ONSIBLE FOR ANY INACCURACIES, ERROR FL. 12.00 AERATION AS/N NO. 2 AERATION BASIN NO. 3 j 1 OMMISIONS WHICH MAY HAVE BEEN RECORD DRA NG INC;OII RATED INTO THE DOCUMENT AS A RESULT." DESIGNED D. NICA S. DRAWN BY:: BAKER SHEET CHK'D BY. C. SOWELLS :�. 'I II'I LITTLE CEDAR BAYOU WWTP YARD PIPING PROJECT NO. 19863-31926 FILE NAME: CYPPL003.dwg SHEET CROSS CHWD BY: R. DRIVER consulting•engineering•construttion•ope2tions SLUDGE HANDLING FACILITIES IMPROVEMENTS DEMOLITION PLAN - QUADRANT 1 2/06 JHM CWS REVISED FOR THE RECORD APPROVED 8Y: R. CHAPIN CITY OF LA PORTE, TEXAS �- REV. NO. DATE DRWN CHKD REMARKS DATE: L© 3 Im N W Q J U 1 L Z (-9az o2 Q CO oa 0a �0 O ry, n�}LO O W cmU r 1 `.50 .9 Ix w LU Z cW G a z 0 Z Z Q O cc 6 ❑ a cl a m M Cf) 6 W Q J U I �g z z 05 = 0r^ V a Oa �U0 O 1 ly r d } LO O O N U� 0 cr w LU z_ cW G I S Z z 0 Z 0 a 0 c a O 2 A 0 ui Q j U J C1j z O Z N LLJ Q D w LLz w m z CL p w _ o N N -:3O p z Z LLI a o Qp =OCD m �Q v Z ❑ ¢ J O p r to pNv o Ld � n LL d N Of X 0) N U cam- p w O E N 9g 3 O 1 O I \ O N O O O O J a U / N M M co co a 0 w I Z Z N � w m = =m g o z is • a m � _ a o ¢' o' a Si I ?ri W S �- z J Z Z 2n w ag ow o CL _ 4 iD Z s T Z Z z Q) Z m n Q p 3 N ¢a n 0 Z Q J n (� r7 J 0 r O Z N I W x olZdU') x rn C14 0 0 N ro j O 91 \ O N O VJ N rn M / 0) rn 0 0 � x Lx 7 NOTES: x 7S 7S �� 6 66A 1. CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS. 76 a v D � 7S S2 66p 09 2. CONTRACTOR SHALL REGRADE AREA BETWEEN SWALE AND R9� x73 AEROBIC SLUDGE DIGESTER/DEWATERING BUILDING SO THAT x E 81.57 x 7sr �'S x ? RAINWATER DOES NOT REVERSE FLOW OR POND BETWEEN 7S I / x x , x 7S , D o j6 BETWEEN AEROBIC SLUDGE DIGESTER AND DEWATERING BUILDING. x x RCS XX o S ?� 3. PAVEMENT TO BE CONCRETE AS SHOWN ON SHEET 5-16. CONCRETE PAVEMENT TO BE 10—INCH SLAB WITH #5 AT 8" x S x , S D ., o 2 SLUDGE T&B, EACH WAY. CONSTRUCTION AND EXPANSION JOINTS / PROPOSED AEROBIC �'S x o . , THICKENER ARE PER STANDARD DETAILS. x / SLUDGE DIGESTER •1-10 477.47 PROPOSED SLUDGE I / 1 E 161.17 I REHABILITATION, 10 5 0 10 / 1 1 i R 3p 00 s O` SEE SPECIFICATION NO. 11215 SCALE IN FEET I 1 I x 2 x I 1 I CURB �> �'0 �d j RR 7 1 EPUMP 7S x sr9 BASIN NO. 3 N 528.80 i E 151.57 SRODGE STATION O stjx I I p 1 � x, S`S 7)�s x 13.0 I Ix 7 x, ,P 7S6 x �<? x, �� 22 x 266 x> x s Sp 769 x O > j I �---I ----------------------� I 76�5 •26 EDGE PAVEMENT x II -------------------------------------------- i I I i 6" CURB AG 60 I ( I i i N 523.13 546'0� SEE DETAIL x CZ-1 's 's7 PROPOSED THICKENED SLUDGE x II E 135.17 E N 488.47 x BELT FILTER PRESS FEED PUMPSX P E 147.17 OPOSED SLUDGEs > > VALVE STATION 6x 27 x I I BASIN NO. 4 j 6�S 16, `95r 7s� I I I I 6x x I J xR6S I X, x 72 I x7) -:00 I I ?S2 `SO x x 7.) 2A •SS i � o o PIPE BOLLARD (TY )x 76 9 SHOP BUILDING I I � SEE DETAIL AF 6 xi7 X 7, ? x76 x7s, R=15.0' O S CZ-1 (I I a N 517.13 E 127.17 x7s '146, 4'-0" (TYP) iI I x I I N 533.25x, SLOPE 1 /4" I I SEE NOTE 3 E 111.07 eS PER FT (MIN) �S, x i 12.0 I I �� FLOW,u, x ,S CONCRETE PAVING x Sp �j �FLOW `�,S S p D ® x ,�, n, P _-- j ( .7 -' X ►—_ x x x 1 x 7R 1 I I 2S 6" CONCRETE PAVING ?s N 548.25 2 SSs x 76' ?� 90 OS x,) SLOPE VARIES SEE PLAN CL SWALE ( ) 5r x E 101.07 7s ,77 c' �) 1 6i)' 69 ��, S �? hS x PROPOSED , CONVEYOR 7j 7)0 .00 9S SECTION 1 x 7x x 7S8 S ® ® 1 / NTS _ 1 / 16 7) 1 \ T q x7R p J, , oS 3� r CANOPY SUPPORT 6' 76 `90 O) 6C99 9S 7 O s9 / M TCH EDGE OF 9� O 7 x COLUMNS i \ / sr •60 7R •69 7S x 7a (TYP) '>6 EXISTING SEE CONCRETE, DETAIL c 190 x \ / 3 O 6S AA e x S I x \ / PROPOSED L, CZ-1 7j7 x SEE NOTE 2 7 S> R7s — x DEWATERING BUILDING 76S x 7? RS 7 x ?� 7� 7J 'S x >> x 7R , S sr '6S PROPOSED HANDRAIL •7 O 76 z r X 76p 69 7 j 6 98 00 x 7 x PROPOSED 566. 76 w w RETAINING WALL o p '190 R>> x , R9p U x �66 x 7R 70 O 0 77) 7 x I 6 CONCRETE o D' 7 �O• x I 7 PAVING x7 x S 7R 2 x X 1� A sr X , .8� ), 7� 'O R R2 x 7 7s s 79 "THIS RECORD DRAWING HAS BEEN PREPARED, �S 7 D 7 39 ENTIRELY OR IN PART ON "THE BASIS OF x ( N 620.25 E 50.40 S 0 �� o., ,� UNVERIFIED INFORMATION COMPILED AND ,R p 9.9 FURNISHED BY OTHERS TO THE PREPARER WHO IS /D c2o7� 60 x I NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN PIPE BOLLARD AH x I SEE DETAIL GZ_ INCORPORATED INTO THE DOCUMENT AS A (TYP) RESULT. x7S p� PROPOSED CONCRETE PAVEMENT —z OPERATIONS BUILDING JA 7 x �0 MATCH EDGE OF EXIST CONCRETE ♦ 79 x x 7 P'C t i y r S 'O —_--------- --------.--------------------------------- �* ?S W. CHAPIN EXISTING CONCRETE DRIVE AND PARKING _ _ _ i _RODNEY 81014 .�i ,tp- �%IONAL Gars S6xx —_ x 7 THIS DRAWING WAS ORIGINALLY I , _ _ _ _ o SIGNED AND SEALED BY RODNEY W. ___ I CHAPIN PE 81014 ON SEPTEMBER 5, 7 2 _ ----------- --------------------� x 7 z' — — x 7� ----_-7,S _ _ x �9 2002 7? x ?, �B S r sr RECORD DRAWING X X- x- x- X- X�- x- x- x- X X- x- X- X- X- x- x-7x X,X- x- X- ?S 6S X- x- , X- ?9 X- x- ,�� X- X- x X- %—X, d, � x,� .3 ' R R DESIGNED BY: C. SOWELLS PROJECT NO. 19863-31926 FILE NAME: CPGPL007.dwg DRAWN BY: S. BAKER LITTLE CEDAR BAYOU WWTP PAVING AND GRADING PLAN SHEET CHK'D BY: CROSS CHK'D BY: APPROVED BY: C. SOWELLS R. DRIVER R. CHAPIN consulting • engineering • construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS SHEET C- 2/06 JHM CWS REVISED FOR THE RECORD EV RN.O. . DATE DRWN CHKD REMARKS DATE; SEPTEMBER 2002 `© O NOTES: 1. CONTRACTOR TO CONNECT EXISTING 2-INCH SCUM LINES (TWO) TO EXISTING 6-INCH WAS LINE DOWNSTREAM OF PROPOSED BLIND FLANGE. to W_ J U Q ILL _ Z 0 J z c� =I co _Z - d J oCIL �Q O I IY n a}to rn N U a R w w Z Z m m 0 = i o Z Z � L a a o m 'a =a0 El CC ¢ a m Qv '... N N T co L _ N N M J U) J_ w x x s 0 0 t rn 0 0 0 N 0 00 0 0 n0_ 0 U 0 0 N M M 0 Ib -------------------------------- 6_'_WAS _ FL. 14.25-------------------- ------------- -------------------------------------------------------------------------------------------------- 30" SE ----_------------------------------------------------------------------------------------------ FL.9.T424fFL. 9. It ` `FL. 9.92 i n 1 n �24" SE FL. 8.92 1 u IW ptD \\ I� n. F A' Icp pN I� p 1 n In I I n I n I p I II I II I II I n I 11 I n I n I n 1 n n -FL. 8.98 raAm CLARIFIER 1 FL. tl -------------------- --------------- FL. 9.98 I I P FL. 8.5 24" SE 6" DRESSER COUPLING ----------------------------------- ----------------------------------- CONTRACTOR TO REMOVE EXISTING 45' BEND AND CONNECT PROPOSED WAS PIPING AS SHOWN CLARIFIER 2 N 152.09 E 267.25 �6" WYE (DI/P/RJ) 6" DRESSER COUPLING ----------------- --------------------------------6" WAS_DI/P/RJ----------------------------- -------------------------- -1p------"r--------------------------------------- 0 30" SE iiu �- 30" SE FL. 9.83 ---------------------------------------------------.111--------------------------------------- 6" WAS FL. 14.25 SEE NOTE 1 INSTALL 16" BLIND FLANGE ON 16" TEE AND 6" BLIND FLANGE ON 6" WAS LINE CLARIFIER 3 N 0.74 E-267.25- II II II II 1 it II n n =11111111#1 2'-0" 1 I 1 I 1 I 1 I 1 I 1 1 I L4" DR FL. 15.00 ii i ' s l " --- FL. 10.50 30'_p . 1 i11 er I I f \ ' \N N i I I I FL. 15.00 ^\ In '{l 10" AS u I f yyk-- 1 1---Ar-' II I I �� X 4�1-m-'R\�\ I 1 ,r2,i" 4 I 1 f u I X a a\ FL. 10.50 i i -- W \ FL. 7.32 I n I I X ---- In .�'�/ . 1 1 n el 31 0 ° FL. 10.50 �i J I 'rt J J----- --------------------------------------------------- 30 ML \ di an -________________________ II 1_________}- ^I ^1 III II I I \III III i I 1 „____ o T� Y / \ 1 I 8" AS n' nl - 11� I I ------------------------------------- ----- IA la i----41---IA--30_ML-411l- FL. 10.50 1 I 30 ML ° ol. f -- " / \ �u -'-------------------------------- ---------------------------------------- -- ----- -+A'- �--_ nl i I =��--- I e®C `�' 3 4 PW I --------------------------------�______________ ---------------------------- II - _-------=F----------------------------------- =F-- I i ul ul � ���' -�-----J 1--"''J - '\ / I 1 C- �'� �____= II r_=---------------------�.�___-_---__- \ --- m III ill I 1 QO.A. I I S \�����r�//// Ae._ ______________________I C=F__=,=____ _ _______________ _ ___ _ ` 11 II I I -_-_ I _;�___�I @ \ ®o�?� 1 1 I 2>0>>>> I I�1 I I kk �r ] 11 [_r -____-'__________________________________..+ 11 It 11 I I -Ar--ur___-___._ I 1 I 1 �'�`�•` I I >> I I III __________________p-�_________--_-_--__--_____ l w t� u 4" PA \` 1D" AS u U u u I I _ I I I I 1==T W'�`: ___===='1 lmo-'6 p I 1 III ------- l U---------------------------------------------- -----' `�----------------------__°�--------1-------------------------------------------------- °& + SEE SHEET M-2 -------$_=====r---------------------------------------------------------------------------------- a--------T--------------________-------------_----------------------ol I=====__-____________j`{ 1 I ` A ENLARGED PLAN qn n ` II 1 11 11 11 11 it I I II 1 1 I I p ,� ` I I FOR CONNECTION11 I 1 QII I I • n n n 11 n I I n ` I I u SEE SHEET M-2 3n I - I I I ` DETAIL I I II i t 1 1 I I I I I I I I II - n 1 ` u . I I I 1 I 5. D9 I � ❑ I I I I I I I I I I I I � I I -- --�- -- I I IJ 36" ML II I 36' ML U tJ lJ u U I I 36"" ML tf I `n I I I A / ` ° I I oil ------------------ ------------- II_---_-_-_-t-_____________-_-_-____--_--_____________________________ 1 1 I 1 1 I p i `� I I ,a4 I I It II I I I I I I p -------------------------------------------------------------------------------------------------------------�ii----------------------------------- �i i---------------------- i i i i� vo a� `. a° 5 •____--_________________________________________________________________________�_--__--__-__-=--=II=------------_--=====s'•===_________-------------------------------- I I I I. 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SEW. In --------------------------------- I I I I I �---�' r� � II 1 11 III--------1(I I I ep \ I I t V II 112`_ m-----------------------------------------------------------------------------------� i \\ \ 11 II-------------------------------------------------------------------m---------I I \ i I� Cn -') n ii-��------------------- \ t 1 1 III I I I FL. 10.5D II II I i i i I 1 1 I In 1 1 1 Np II y I e N 0i i 30" RS FL. 6.5 uY--------------------p---------�$__3�------------�-� -- i i i` / 6' 90iBEND i I 1 I 1 -AI. I p 1 Q --- -] N 4.24 _= i i t u DI RJ TYP I, I I I I I -r---? I I I I I , 8 TSF i iii �- i i t ll l i 30' ML FL. 6.5 ull i 1 1 I i i^ \ /----------- '---------'42� %m0--------------------------- i----------------------------------------------------------------------------------------------------------------------------------- -urn.. I I I I I 1 1 1 '� ' n I I I ---- �-------- I I 1 I I FL. 12.98� - - - - - - � � � 148.55 ------------,`--------1r ^1-------- i i--------------------------------------------------------------------------------------------------------------------------I i------ --------------- 1 I I i ym'------u------------------ I I---------------------------------------- ID ---------'-------------------------------------------Ill's=\ i I V ""1 11 =_ ------ ------------------------------------------------ ' i 1 (}{'" ��1{ ; in nl I1nl i I Inll Ir I 1 I i l` S/ lu u /nl _30"' RS -----� I I 1� ---4 lu I 1 I 1 + \ \ \\-------------=S-_____-___- i I___________-_-_-_-____________________-_.p�---_-___TT------_____-____--___--_----_--------__-__ .�_/�ylr __- I 1 lL---5----------n___-_______--___-_-__- $== n nam n FL. 6.5 ----------- 30 RS ----- -- • FL. 12.25 i in i i ► FL 6.5 p°d li i I - ------------------------ \\ �J i i ii I I ------------------------------------------------ I , rd t\ I I yI I I I III I I I 11 i I 11 "+---- - 8- CIS ---- \J-�� u i _ I I I u ,( ` 11 -- 11 I I ' __�_� 30" ML__ _ 30" ML FL 65 ss *------------------�' I I -*---- n In `\ I -'4Il"`=.---------------------------------- 1 f -m' 4 I k'A�`.-.�--------------'------------------ r 1 I I nl I\ =_ III , N ni 11 / I IA 0 13.DD N --- III In ,1 1 A tJI I II -UYs= 11--tltt�f'---------------------------------- 1 I ----III-"' n-9to�f-------------------------------- 1 i n I I 11 1 0__ FL. 21.50 i o 4__� + "THIS ENTIR6LY0'�OR DRAWING PART ON "THE N BASS OF PREPARED, z i �' 6" DR z �6" DR t\ �' FL.�2.00 Z UNVE IF'IED INFORMATION COMPILED AND CLARIFIER 4 Z FL. 12.00 FL. 12.00 FL. 12.00 � AERA170N BASIN N0. 1 FL. 12.00 FURNISHE4 IJY OTHERS TO THE PREPARER WHO IS FL. 12.00 NOT RESP,'OIISIBLE FOR ANY INACCURACIES, ERROR AERATION BASIN NO. 2 AERATION BASIN NO. 3 OR 1OMMISIONS WHICH MAY HAVE BEEN 10 5 0 10 SCALE IN FEET INCORPORIATD INTO THE DOCUMENT AS A RESULT." 2/06 JHM CWS REV. DATE DRWN CHKD NO. REVISED FOR THE RECORD REMARKS DESIGNED BY: D. NICA DRAWN BY: S. BAKER SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: consulting • engineering • construction • operations LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS •IEOFT��� ;i„y�PIgs'� * I g0; ' � ............................ ....................... 81014� RODN Y W.CHAPIN 0 THIS DRAWING WAS ORIGINALLY SIGNED z AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING YARD PIPING - QUADRANT 1 PROJECT NO. 19863-31926 FILE NAME: CYPPL008.dwg SHEET • p7 0 0 c w W z ca G a z M z z Q a m Q a a y U) W_ I ~ U Q tl � N z6 J z U' 0z CL p CL c r,n_}U-) I cr o rn N U co � w LU z cW G a Z Z ❑ Z Q a ❑ Qu O O O W a a CD a Z ! v U w o � V M p w _g� i W O Z Q �i z N Z �E > = �" cn (D r O¢ h w fn z Io s 4 N d J :a ¢ 00 3 M J Q N C14 n CL > Lo Ni w rn � o cr N 6 O N N M co O \ O N O O O n n r v i 1+ � N m m m w w m - o 'o z aw x o w 6 I9 3 � LLI ¢ H o J w U gLL LL iw z =� _I z a q a °• In 2 -1 {{{nnn m w op 0 W o _... Jp U) 0.�� > N N N I ll�r0-0to a I N p i N U N W x o _ I 0 E M O 0 a o 0 1- N N U N r� r7 00 rn i 0_ A B C D E F G H CONC SAW CUT EX ASPHALT, PROVIDE KEYWAY AND APPLY TACK COAT �SURFACEEUCOURSE �° BEFORE PLACEMENT OF NEW BITUMINOUS CONC STRUCTURE SLOPE EXIST SURFACE ASPHALT SURFACE COURSE WHERE OCCURS COURSE 4'-0" 1/2" PREMOLDED JT BLDG OR STRUCT CONC WALL FILLER & SEALANT 50' MAX SPACING BETWEEN 6" MIN NEW BASE 1 L & SUBBASE ONC WALKWAY W / n BASE COURSE ¢ PRIME COAT o SEAL EDGES W/ TACK COAT 1/2" EXPANSION JOINTS SET BACK 1 COURSE FIN WIRE FABRIC GRADE ::W�ELDED o � oo �'�'�" 4" THICK CONCRETE WALK \ SLOPE ?„/FT Z a o o O $ 0 1 �� X--- U w o� o EXIST BASE COURSE 4 \ \� X - - X Oppp ��\ D oo SUBBASE COURSE ono CONTRACTION JOINT CUT 1/3 DEPTH) PRIME COAT USE TRANSITION SLOPE 1: 4 ppp>D �p pvC�p pp o (SAW �p p p p p 0 0 EXIST PAVING NEW PAVING BASE COURSE pCpO ®R �\ x \. �i�:\L 1/2" EXPANSION JOINT ,, �O REQUIRED WHEN WALK ABUTS RIGID STRUCTURES PAVEMENT TRANSITION BETWEEN NEW PAVEMENT ADJACENT TO AND EXISTING ASPHALT PAVEMENTS CONCRETE WALKWAY NEXT TO STRUCTURE BUILDING OR STRUCTURES CONCRETE WALK DETAIL AA DETAIL AB DETAIL AC DETAIL AD NTS - NTS - NTS - NTS - GRIND SMOOTH ALL ROUGH AREAS SEE NOTE 1 AND EDGES OF PIPE. FILL WITH CONCRETE AND ROUND OFF TOP WHERE EMENT WITH GROUT NORMALTRENCH WIDTH REPAIR IS REQUIRED FINISHED GRADE TYP SEE SHEET C-14 4" SCHED. 40 STEEL �- ^ PIPE. PAINT - OSHA 2 TRENCH BACKFILL I� o YELLOW BAKED ENAMEL. 0 F MATERIAL PERll P� sy I TOP OF FINISH GRADE 2 ADDITIONAL SPECIFICATIONS I I ��4 SLOPE OR SURFACE MATERIAL J 1/4" #4 x 2'-0' J�- + I 10" MIN. SEWER PIPE PLUG > ¢ ( v V. CONCRETE ENCASEMENT IN RUBBER GASKETED PIPE BELL u_ I _ 10 vi CONCRETE SLAB TEXISTING v v' . 1/2 x 2' FLANGE � m ALL AROUND PL. 1/2% 12% 12" z n 1 /4„ z 12" EXISTING SERVICE LINE GROUND N J V. V. N MI IN I I 1'-6" (MIN. DIA.) '/ MIN SPECIFIED ADAPTER COUPLING PIPE BOLLARD B1" OTTOMONLY 6" MIN PLAN DETAIL c Ar 45* STREET i ELBOW (TYP) NTS - BUILDING LATERAL 6" MIN CRUSHED STONE ASTM C-33, SIZE No2 OR No3 VERTICAL STACK FILL W/ CONC & 50' MINIMUM PUBLIC EMBEDMENT AS EXISTING GROUND ROW STANDARD ROUND OFF TOP REQUIRED FOR SEWER 180 DEGREE HOOK SADDLE I • TOOL EDGE CORNERS 6" DIA SCHED 40 LINER /\�T RIV ,�` PL 1/2x10x10 L PIPE, PAINT / NOTES: #5©12" #3@12" _ FIELD PAINT OSHAYELLOW BAKED PROFILE b UNCOATED SUR- J FACES W/ EPDXY ENAMEL, EXCEPT BOT 3" OF PIPE SANITARY 1. REPLACE EXISTING SERVICE LINE TO EXTENT SHOWN ON NOTE: PAINT SEWER OR PLAN AND PROFILE DRAWINGS, OR AS SPECIFIED.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE "CARRIER PIPE" 2. EXCAVATE & REMOVE EXISTING SEWER LATERAL AS AND PUBLIC RIGHT-OF-WAY CONC SLAB 12" REQUIRED TO ALLOW RECONSTRUCTION. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 1/4 FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY THIS MAY REQUIRE PERIODIC TOP 3. ABANDON &GROUT EXISTING STACK PER SPECIFIED DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND SECTION 02051. REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED, 12" E0F� ' DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY ;�c�qP qy I SANITARY SEWER CROSS-SECTION OF SEWER AT SERVICE CONNECTION #1 SEE PLANS FOR CURB DIMENSIONS . '..:' `:. ' . ,............................... USING FULL BODIED TEE FITTING i RODNEY W. CHAPIN f STABILIZED CONSTRUCTION ENTRANCE 4- 3/4"0 HAS W/ 8" �.. ...0 1•0. 81014 ei AI ,��l�c/STER�r��?�ri 1-1/4 MIN EMBEDMENT DETAIL �� DETAIL AE TYP „ %�*/ONAI �G CURB BOLLARD AT SLAB THIS RECORD DRAWING HAS BEEN PREPARED, `"`•�` NTS - TS ENTIRELY OR IN PART ON THE BASIS OFF DETAIL AG DETAIL AP UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN NTS - NTS - NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN RECORD DRAWING INCORPORATED INTO THE DOCUMENT AS A RESULT." DESIGNED C. SOW LLSBAKER PROJECT : ZSTDT 1926 Ol.d FILE NAME: CZSTDT001.dwg DRAWN BY. S. BAKER . SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: consulting •engineering •construction •operations SLUDGE LITTLE CEDAR BAYOU WWTP HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS CIVIL DETAILS I SHEET CZ-1 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS N0. O Eel a w Z Q a LL o m - U z o Z Z Z R -1 a z-_ m ZQ U) C-3 w ¢ a Q o 0 8 �F- a O� oCn> r aZs N N > U N A 8 C D E F G H GATE POST, 4" NOMOD PAVED SURFACES UNIMPROVED SURFACES STEEL OR EQUAL BAR BANDS 3 STRAND TRUSS ROD EXPANSION SLEEVE LINE POST 1/2 TRENCH BARBED WIRE 5/8" ROUND LATCH ROD TOP RAIL 3 STRAND WIDTH - CROWN TRENCH TURNBUCKLE TOP OF CHAIN UNK BARBED WIRE WEARING SURFACE 18" MIN (TYP) BACKFILL 3" MIN (3" TAKEUP) PREPARE DEMOLISHED SURFACE BY " BRACE TUBE FOR OPENINGS UP TO 18 0 METHOD BAND PACK W/ NON- PROVIDE 5 BARS AT SAME CORNER POST OR SHRINK GROUT # ORIGINAL � TERMINAL POST SPACING AS EXISTING PAVEMENT /\/\\/\\ \ EXPOSED REINF EXIST REINF TO BE MAINTAINED THICKNESS BAR BANDS AT� > PAVEMENT 12" INTERVALS - BASE U) 1" Cv:: :+: :: .. ::_. :.o:, "::'.,.. COURSE(S) TRENCH WIDTH VARIES \\� BRACE TUBE ADDITIONAL BASE j� W/ SIZE OF PIPE \�/\ V) COURSE MIN w czi z x THICKNESS EQUAL \/ a z p w' TO ORIGINAL �/\ \%\� ' LJ 0 BASE COURSE \// \\//\ o m 0 00 STRETCHER BAR �/j * PIPE OD REMOVE CONC ALL ARND AS REQD EXIST OPNG REMOVE CONC AT 2:1 00 ECD �CRUPOTO $XISMAXIPE, CASTING, 18"0 MAX SLOPE IN HORIZ SLAB SELECTED COMMON FILL \// \j\\ N o 12„ (SEE NOTE 1) �/ / \ \ wr SHEETING (IF READ). \// \ \ PVC PIPE 0 a IF ORDERED TO BE �// / / / z � U)i BOTTOM TENSION WIRE SEE "MODIFICATION AND REPAIR TO CONCRETE NOTES" LEFT IN PLACE, p 0 a ° 0 CCUTE0w w OFF " BELOW , \�\\/ V) m `8 m to 2" FINISHED GRADE, 12" \// / \//\ � x a 0 r a I d REMOVAL OF EXISTING PIPE PENETRATION ABOVE TOP OF PIPE \ /\�� z a - U I IH /� (SEE NOTE 7) �/\ \ /\ ww 6 DIA I ( 10'- 0" OODRAINP OF FOOTING DETAIL BC UNDISTRURBED EARTH-�„�\�/\ \\//\ a mp 12 DIA STRECHER BAR `(' NTS SLOPE TOP OF FOOTING WIRE FASTENERS AT 18" ((( 12" DIA TO DRAIN INTERVALS, TOP AND BOTTOM *SEE NOTE 4 NOTE: CONFIRM SPECIFICATION REFERENCES. 1. PIPE BEDDING & TRENCH BACKFILL - COMMON FILL OR SELECTED COMMON FILL MATERIAL 2 CHAIN LINK FENCE —GATE CHAIN LINK FENCE COMPACTED IN LAYERS TO 95% MAXIMUM DENSITY AS PER AASHTO T180 & 98% UNDER PAVED AREAS. SEE SPECIFICATION SECTION 02230S DETAIL BA DETAIL BB 2. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS NECESSARY. NTS - NTS - 3. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW. 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. 5. 4" MIN FOR PIPE 24" DIA & LESS; 6" MIN FOR PIPE 30" DIA & LARGER OF COMPACTED SELECTED CONCRETE SLAB STL TROWEL SURFACE & COMMON FILL, PROVIDED STABLE FOUNDATION IS ENCOUNTERED. ON GRADE PLACE 10 MIL POLY- ETHYLENE SHEET UNDER 6. IF UNSUITABLE FOUNDATION IS ENCOUNTERED REMOVE UNSUITABLE MATERIAL TO REACH SUITABLE SLAB FOUNDATION, OR TO A DEPTH OF 3 FEET MAX CONFIRM WITH GEOTECHNICAL REPLACE MATERIAL EXTEND ENCASEMENT PIPE O.D. STABILIZING FILL DESIRED SEE SPECIFICATION 02230. UP TO UNDERSIDE OF SLAB IF ANY OVERLAP FILTER FABRIC 8" 8" FILTER FABRIC 7, SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE POINT IS WITHIN 12" 1 PIPE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN OF 12" OF SLAB LION HYDROSEED ABOVE TOP OF PIPE OR HIGHER, AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE 10" STONE 4" TOPSOIL 1 I H 3 BELOW SURFACE GRADE UNLESS SPECIFICALLY _ SHALL SHEETING LEFT N PLACE EXTEND HIGHER THAN 0 it z . . . . . . . NOTE: APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. 44 @ 18' 4" MINIMUM DEPTH OVER PIPE TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE 8. BACKFILL MATERIALS SHALL BE EITHER OF THE SAME TYPE & COMPOSITION AS THE MATERIALS REMOVED, #4 @ 12 \ \ 10" WITH OSHA REQUIREMENTS BEGIN SIDE SLOPE, IF USED, WIDE 40 MIL OR GREATER STRUCTURAL ADEQUACY. EXCAVATED MATERIALS MIXED WITH DELETERIOUS SUBSTANCES 8" MIN F0 PIP VLDPE LINER ALL AROUND LD COMMON APPROX 18" ABOVE TOP OF PIPE (TYPICAL ALL DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING. R E FILL BEDDING TYPES < 4„ RUB PAD_ WELDED , .:. :. ) 12� 24 OFOR PIPE @ 10' O.C. \ \\ O \ \\ LINER 1/2 S 9 WEARINGFOR TSURFA�ESIN SHALI BEMSAMEALL TYPEXISTING PAVEMENT AND THICKNESS ASHALL BE THE EXISTIUNGSQUARELY PAVEMENTWITH A SAW, FOR ASPHALT PAVEMENT NOTE: 3' WIDE 40 MIL _"'"""""""""-LINER BEDDING OVER CONCRETE FOR ASPHALT PAVEMENT CONCRETE ENCASEMENT SHALL BE TERMINATED VLDPE LINER 3 AT PIPE JOINTS ONLY RUB PAD WELDED SEXIST. ASPHALT - MATCH 10' O.C. INTERMEDIATE /— PVC PIPE BEDDING COVER CONCRETE -MATCH EXIST 2 1/4" MIN EXIST PAVEMENT ° ° Q EXIST 6' MINIMUM / PIPE ENCASEMENT HDPE SDR 17 40°00 4Q o'REFUSE4� O� O° °4 0 - DETAIL BH 2" SELECT FILL STONE BASE - MATCH STONE BASE - MATCH NTS DETAIL BD LOWER QUADRANT EXIST 6" MINIMUM EXIST 8" MINIMUM COMPACTED 95% NTS - MODIFIED PROCTOR PIPE COVER SEED W PIPE O.D j/ MODIFICATION AND REPAIR TO CONCRETE NOTES OVERLAP FILTER FABRIC 8" 8" FILTER FABRIC / \ 1 PIPE CONNECTION METHODS: ORIGINN W GRADE ''1" SOD g J METHOD A - BONDING TO SATURATED SURFACE USING 10" STONE UfY ','/ cai COMPACTED \ CEMENT PASTE -� 7" MINIMUM DEPTH o a j BACKFILL OVER PIPE METHOD B - BONDING BY USING BONDING AGENT WIDE 40 MIL \ t0" \ METHOD C - DRILLED DOWELS OR BOLTS USING / VLDPE LINER COMMON V COMPACTED BACKFIL` 7 \ \ FILL \ EPDXY PASTE x / \ / \ RUB PAD WELDED \ / ®10' O.C. \\\ O \ LINER I v METHOD D •��-COMBINATION OF METHODS B AND C o `y ��*�••♦�'"'" \"\"\ Z METHOD E - DRILLED DOWELS OR BOLTS USING 3' WIDE 40 MIL ............... .. '."'"'"— -LINER BEDDING CAPSULE ANCHORS SANDBAGS VLDPE LINER E CONTR OPTION RUB PAD WELDED �-EXIST. SEE CONCRETE SPECIFICATIONS DIVISION 3 FOR EXPLANATION OF CONCRETE REMOVAL METHODS, 0 10' O.C. INTERMEDIATE CONNECTION METHODS AND MATERIALS USED O COVER NOTE: CONCRETE HOPE SDR 17 40° ° 4 ° � Cl REE4� O� Q° 4 ° SEE PIPE BEDDING s' MIN ALL n 0 O p Fusn 0 ° DETAILS FOR SPECIFIC PIPE "THIS RECORD DRAWING HAS BEEN PREPARED, � g AROUND PIPE 2" SELECT FILL BEDDING REQUIREMENTS ENTIRELY OR IN PART ON "THE BASIS OF 4 LOWER QUADRANT UNVERIFIED INFORMATION COMPILED AND p COMPACTED 95% PIPE COVER SOD MODIFIED PROCTOR FURNISHED BY OTHERS TO THE PREPARER WHO IS o NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR '^y,P�EOFT�gs�'' PIPE BEDDING OR OMMISIONS WHICH MAY HAVE BEEN •. N CONCRETE ENCASEMENT WITH MINIMUM COVER TRENCH o INCORPORATED INTO THE DOCUMENT AS A RESULT." X. ' � DETAIL BE DETAIL BF DETAIL BG THIS DRAWING WAS ORIGINALLY SIGNED ............................... 0 RODNEY W. CHAPIN J 10 v NTS - NTS - NTS ,I--p% p ').. AND SEALED BY RODNEY W. CHAPIN �� 81014 �; - PE 81014 ON SEPTEMBER 5, 2002 ss�isr� RECORD DRAWING N DESIGNED BY: C. SOWELLS M DRAWN BY: P. BULOT PROJECT : ZSTDT 2.dw LITTLE CEDAR BAYOU WWTP FILE NAME: CZSTDT02.dw9 00 SHEET CHK'D BY: C. SOWELLS consulting • engineering •tonrtruaion•operations CIVIL DETAILS II SHEET j 2/06 JHM CWS REVISED FOR THE RECORD GROSS °"K'D BY: R. DRIVER SLUDGE HANDLING FACILITIES IMPROVEMENTS REV. APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS EV DATE DRWN CHKD REMARKS DATE: CZ- ■ R ■ W ' J Q C7 Z J p=_ Q� U) � p W p O % I nCL0Lo rn N Ci N N N d- M J 6i w x 0 0 0 E r" 0 0 0 N O 0 0 0 V) N N v / v LO N 0) M M 00 OJ rn R A B C D E F G H HEAVY DUTY CLEANOU HOUSING CLEANOUT FERRULE W RAISED OR COUNTER U K BLIND FLANGE HEAD) FINISHED CONCRETE PAD PAVEMENT OR ���\\\ CONCRETE PAD GRADE FLANGE OD.+6" FINISHED GRADE \ PIPE OD +6' 4" THICK MIN \ 12' THICK MIN WELDED WIRE NOTE �\ FABRIC ALL JOINTS TO BE No 3 REBARS NOTE 2'-0" x 2'-0" (TYP) ALL JOINTS TO BE HARNESSED SQUARE CONC. PAD SHARNESSED SEE SPEC �' c• 4" DI RISER PIPE FOR DETAILS SEE SPEC I ALL LETTERS SHALL BE 2" HIGH AND 4" DI RISER PIPE FOR DETAILS VALVE BOX TOP SECTION 1 SHALL BE RAISED ?" 45 ELBOW i WITH COVER Ir LINE WIDTH FOR LETTERS SHALL ELBOW 45 ELBOW _ _ MACHINE BE ?" WIDE. ELBOW N BEARING ?" SURFACE MIN 454 WYE BRANCH NOTE: RESTRAINED 454 WYE BRANCH // �F I qp 23?" MANHOLE COVER CAN BE USED PLUG OR LINE RESTRAINED PLUG OR LINE SECTION OF COVER O ONLY:FOR REPLACEMENT OF-E�CIS'7fNG""" CONTINUATION CONTINUATION THRU RECESS \ /p� MANHOLE COVER. Ll 1_1 3/4" CHAMFER ALL AROUND DRAIN LINE A DIAMETER VARIES DRAIN LINE ENTER SECTION T DIAMETER VARIES (LENGTH AS READ) c.T PIPE LINE CLEANOUT PIPE LINE CLEANOUT VALVE BOX PAD ?" x 2?"RECESS \ WORD "STORM" OR "SANITARY" DETAIL CA DETAIL C- DETAIL CC (SEE SECTION OF �\ FOR APPROPRIATE APPLICATION COVER THRU RECESS) y 2 NTS - NTS - NTS - GROOVES ?" DIA X ?" DEEP APPROX ?" TO 1" SPACES ?" DIA HOLES (TYP) PLAN VALVE CASING RING TOP OF CASING 23?" AND 32" MANHOLE COVER WITH FRAME AND LID LID TO BE FLUSH WITH SURFACE (11 2:- MIN MIN 3'-0" MAX 6" DIP ?rr N c CENTERED ON c. VALVE STEM VALVE L 16?" 18?11 _.I I__ CASING POST SECTION STANDARD VALVE A STEM EXTENSION (FASTEN TO 23?" MANHOLE COVER WITH FRAME 3 4x4-W1.4XW1.4 WWF OPERATING NUT) & FILTER FABRIC Z (BURLAP) -BURY TOE - F FABRIC A MINIMUM ?" g?" 16?" 16?" 3?" ?" OF s" o VALVE CASING 16 ?" N DETAIL CD d' An \m o- 3? 1?rr ?" MIN 15" 15" III- —� O w ? it 20?r. 20?rr 3"0 TREATED WOOD -III SECTION OR STEEL POST N 2' MIN 1 4' 24' 432" MANHOLE COVER WITH FRAME 10'-0" MAX $"-12" SHOULDER SHOULDER MANHOLE COVER AND FRAME ELEVATION SECTION SURFIACEINOUS COUR EONC GRASS TYP DETAIL AG NTS - 2 Mq 1rr:1' / o0 08 0000 `mom .. \\ \�\/i\\y�PCE„OFTcU�gsl1 SILT FENCE DETAIL C E RODNEY W. CHAPIN f 4 .. Z J* 12' f q: 81014 'Qi NTS - DITCH 6" BASE COURSE GUARDRAIL WHERE /��D,, -p GIST � SHOWN ON THE PLANS r,�.h,.s /g7t;R,.G��� 9" SUB -BASE MATERIAL THIS RECORD DRAWING HAS BEEN PREPARED, ��� %ON*** ,\\NNA^ ENTIRELY OR IN PART ON "THE BASIS OF SUPERELEVATED ROAD CROSS SECTION UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED DETAIL AF FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR AND SEALED BY RODNEY W. CHAPIN NTS — OR OMMISIONS WHICH MAY HAVE BEEN PE 81014 ON SEPTEMBER 5, 2002 INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING DESIGNED BY: C. SOWELLS PROJECT N0. 19563-31926 DRAWN BY: P. BULOT FILE NAME: CZSTDT03.dwg SHEET CHK'D BY: C. SOWELLS M,w mom LITTLE CEDAR BAYOU WWTP CIVIL DETAILS III SHEET 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHWD BY: consulting • engineering • construction •operations R. DRIVER SLUDGE HANDLING FACILITIES IMPROVEMENTS REV APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS NO. DATE DRWN CHKD REMARKS DATE: �— W Cm G z z Q C S N U N O N O O O N O 0 O F H m N U U O N O) (D 00 O) HANDRAIL (TYP) .......... .... NOTES: 1. PROVIDE BY-PASS PUMPING PER SPECIFICATION SECTION 02659. 0 LU Z cW G a z � Z Z Q 0 m a a 0 i Wo I0 �Q w I z Q CD U_ ELm i 4 w CD � � m z_ JEL W Z z z Q a m 8 �t ¢ o<o0 El J i wEL � 0 0) LL 306 N nILOZrn o i o fig,. N cG IL N j 1 N N d r7 J Ld W x x 0 0 0 E r7 O 0 0 0 C N O 0 0 J n d V N V7 N M QO 00 td d i �n CONC STAIRS AT ELEVATION 18.50' PLAN 3/8"=1 "-0" I I i i iUI (I i I i I Ii I I i I DESIGNED D. NICA DRAWN BY: P. BULOT SHEET CHWD BY: R. GERLArm compow w consulting • engineering • construction • operations CROSS CHK'D BY: R. CHAPIN 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: R. CHAPIN ZEV. DATE DRWN CHKD REMARKS N0. DATE: 6" VENT (TYP) AT ELEVATION 21.00' PLAN 3/8"=1 "-0", E E 0 _I DEMOLITION LEGEND 10" AS AIR CELL - 10" AS / HANDRAIL (TYP) TOC EL 21.. 4 d d. 'd d dT S d. Q.° ° d d GUIDE RAILS (TYP) PRESSURE GAUGE (TIP) LF-4 3 SECTION 1 OTO BE REMOVED, SLAVAGED AND STORED TO BE REMOVED AND REPLACED WITH NEW AT LOCATION DESIGNATED BY OWNER 6 EQUIPMENT, PIPING, ETC. O2 TO BE ABANDONED O7 TO BE RELOCATED (NOT USED) O3 TO BE REMOVED AND DISPOSED OF OFFSITE O8 TO BE MODIFIED 4O TO REMAIN IN SERVICE O TO BE REMOVED, RENOVATED AND REUSED IN PROJECT (NOT USED) O5 TO BE REHABILITATED 10 HATCHES P-1 AND P-3 ARE NEW LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 2. COORDINATE DEMOLITION OPERATIONS IN ACCORDANCE WITH SPECIFICATION SECTION 01014. 3. ALL REMOVED OR RELOCATED PIPING SHALL BE REPLACED WITH NEW PIPING OF MATERIALS AS SHOWN ON DRAWINGS. 14" AS TOC EL 16.00' a FG EL 15.17' PIPE SUPPORT (TYP) ° d :: a n LEGEND AS = ACTIVATED SLUDGE RAS = RETURN ACTIVATED SLUDGE "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." :Z�llP 1 � ■ri'�y: L11I �'' %. 81014 - 4F5 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME:MWPPL001.dwg DEMOLITION RAS/WAS PUMP STATION SHEET PLANS AND SECTION M-1 cn W a o � w -� Z z N U O <OE- m ¢ CD U ow `s o ZQLL. 2 cuz p a ` 0 Qa2E ¢ w �aa 0 oo w S Tp O I CO od nU) gm ; N n- N w w x x 6 O E 0 N 0 O o_ N 0 N O O D_ EL s U N N rn r� 0) rn IIN 16" RAS 5" RESTRAINED FCA ----------------------------------------------------------------------------------------------lir/4'----- 16" RAS-DI/P/RJ, FL EL 14.25 ——— ———— ————— —— — -- — —— --- II°d 45' EL-DI/F 16" 45' EL-DI/F 16" 45' EL-DI/F N- I I 10" OPNG h 7" OPNG 0 1 18" AS --A I ADJUSTABLE PIPE SUPPORT, SEE DETAIL CA MZ- �- 8" BAFFLE WALL d 4. d 16" 90' EL-DI/F \ ° 16" CV 12'-3" RAS-01 ` 16" RAS 6" 45 EL- I/F �16" RESTRAINED FCA WAS-01 6" 90' EL- 1/F/ \ RESTRAINED FCA 6" CV l\ —ir— AIR CELL 16" RESTRAINED FCA I M RAS-02 n 16" CV II uF_ _JI'IL_ c r ffn / Q�, U _ i7 10" OPNG d 5 I 16" 90' EL-DI/F 16" MAGNETIC FLOW METER 0 i� - 16" TEE-DI/F r � AIR RELEASE VALVE I 1 6" MAGMETER PROPOSED 6" WAS TO AEROBIC DIGESTERS 6" 45' EL-DI/F SEE SHEETS C-8 AND C-9 FOR ROUTING -Jill- - - r—�—tr= 6" 45' EL-DI/P � 6" PV CONC PIPE SUPPORT, "-- 6" TEE-DI/F SEE DETAIL CF MZ-3 16" TEE-DI/F I 16" 90' EL-DI/F a. 16" SEE NOTE 1 RAS I I ^ n v dv AF 10"-11'" 16" BLIND FLANGE WALL PIPE-DI/F,WC,F (TYP), SEE DETAIL MZ-1 AT ELEVATION 18.50' DI SPOOL DFLG/FLG PIECE (TYP) PLAN o 3/8"=V-0" HANDRAIL (TYP) PRESSURE GAUGE 6" TEE-DI/F6" 6" RESTRAINED FCA PV AIR RELEASE VALVE (TYP) 6" CV 6" MAGMETER 6"-45' EL DI/F (TYP )-\ TOC EL 21.00' \\ 6 WAS jJ _ 6" 45' EL-DI/F CL EL 20.80't 16" 90' EL-DI/F - Q. 6" 16' PV PV 3'-0" 3'-0" _ 6" 90' EL-DI/F- 16" CV ° r ' ° ° CL EL 18.00' CL EL 19.25' TOC EL 17.32' '° 4. _ 16% 6" TEE-DI/F GUIDE RAILS n ' 44 8" BAFFLE WALL (TYP) ' ° TOC EL 16.00' d d / /y//,. 6" WAS 16" RAS n. 16" RESTRAINED FCA < 7 a c Q .4$ DJUSTABLE PIPE d '' 6" `45'-ELSUPPORT (TYP), CA CONC STAIRS c" nn• '. " /p L 6" VENT (TYP) AT ELEVATION 21.00' PLAN 3/8"=V-0" NOTES: 11111004 lift Lmw:m:ml[rtl<I , 2. CORE DRILL, GROUT AND SEAL AS REQUIRED TO INSTALL PROPOSED WALL PIPE. USE NON -SHRINK GROUT OR DETAIL AF, SHEET MZ-1. 3. CONTRACTOR TO PROVIDE BY-PASS PUMPING STATION IN ACCORDANCE WITH SPECIFICATIONS AND COORDINATE LOCATION OF SUCTION AND DISCHARGE PIPING LOCATIONS WITH OWNER. 4. AN ASTERISK (*) DENOTES "OR TO FIT EQUIPMENT FURNISHED". i I SEE NOTE 2 \- 16" RAS -SEE NOTE 2 6" WAS AIR CELL -SEE NOTE 2 o EL 13.00' it SEE DETAIL h RAS-Ot AND RAS-02 '" 6" 45' EL-DI/P ON, EL 12.00' = 16" RAS d z 18" AS, INV EL 12.50' a CONC PIPE SUPPORT, PROPOSED SUBMERSIBLE SEE DETAIL CF a PUMP (TYP) MZ-3 ALL PUMPS OFF REDUCER DI/F 30" SE, FL EL 9.83'i '^ y�PjEOFTr�gstt,, EL 9.00' — LOW WATER ALARM % REDUCER jar• •• '* a ° %4" CON C NC EL 8.00' \ — W. HAPIN ° ° F * ODNEY W C ° d .. yJq MOUNT PUMPS PER d 81014 n MANUFACTURER'S /� (°p; INSTRUCTIONS r "THIS RECORD DRAWING HAS BEEN PREPARED,�/ONA TOC EL 5.00' d' ° d ENTIRELY OR IN PART ON THE BASIS OF ° ` 4 d d UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN w \���\' d SECTION NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN 3/8"=1'-0" _ INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING DESIGNED BY: D. NICA ' PROJECT N0. 19863-31926 DRAWN BY: P. BULOT FILE NAME: MWPPL002.dwg SHEET CHK'D BY: C. SOWELLS LITTLE CEDAR BAYOU WWTP PROPOSED RAS/WAS PUMP STATION SHEET 2/06 JHM CWS REVISED FOR THE RECORD cRoss CHK'D BY: R. DRIVER consulting •engineering• construction •opemdons SLUDGE HANDLING FACILITIES IMPROVEMENTS PLANS AND SECTION MODIFICATIONS APPROVED BY: R. CHAPIN CITY OF LA PORTS, TEXAS M-2 NO. DATE DRWN CHKD REMARKS PATE: SEPTEMBER 2002 w z Z N ' m La w Ili m s _ � z a z a m m m w 0 0 08 a 2 N z O U U W W U) � 025 J � Uz .L V z J Uj � W H = W CD co F) J m 0 0 I 0 nCLQAn rn N N O Ld w 0 i N T N V) N o_ J 0 c� a U N N It M J !n w w D_ x t 0 0 E 0) N co 0 0 N 0 W) 0 0 / s U U) / N 00 On ---------------------------------------------- it-�A---------------------------------------------- 11 II II I II II II II II x— x— x— x—I �— x— x— x— x— x— x— x— x— x— I 11 II II i I 1 1 I I I I I I I I I I i I I I I I I I I I I I I I I I 1 I I I I I I I I I I � I � I n ! II II II II II II II II II II 11 II II 11 I I I I I I I I I� I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I VAN 6" WYE CONTRACTOR TO ROUTE 6" WAS LINE 2 FT DEEP FROM NATURAL GRADE TO TOP OF PIPE I 2 I -6 6" PLUG VALVE (TYP) 1 T -----------------------------------------6" WAS _DVP,RJ --------------------------------------------- ----- 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 EX/STING AEROBIC SLUDGE DIGESTER BASIN NO. 1 WALL PENETRATION SEE DETAIL AF SEE NOTE 2 6" PV-DI/PJ (TYP) 6%6%6" p TEE DI/F Uj U 0 BASIN NO. 2 In 0 SEE NOTE 2 ADJUSTABLE PIPE SUPPORT, PROVIDE SIMLAR PIPE SUPPORTS IN INTERIOR OF NEW AEROBIC Cq DIGESTERS, SEE NOTE 5 AND DETAIL MZ-3 6" WALL PENETRATION, 6" DS-DI/F o SEE DETAIL AF MZ-1 TT I III ' I I III � I II - ------------ ------ II II II II II II II II II II II II _ II I II I I I --------------- 6" PLW-DI/F 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD NO. WALL PENETRATION, SEE DETAIL MZ-AE 1 6" DS-DI/F REMARKS GONG �TD�INALK DOWN ---------------------------------------------------------------- 6"-DS _DI/P----- PROPOSED AEROBIC SLUDGE DIGESTER BASIN NO. 3 DESIGNED DRAWN BY:: D. NICA Gum P. BULOT SHEET CHK'D BY: C. SOWELLS consulting • engineering • construction • operations CROSS CHK'0 BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: SEPTEMBER 2002 PLAN 3/16"=V-0" WALL PENETRATION, SEE DETAIL AE MZ-1 x6"x6" TEE 6" FCA RESTRAINED (TYP) --------------- 11 I x— z— x— x— x— x— x— x—+A x— II II II Ill 11 I I I I 1 I I I I I I I I I i i u of I I I I I I I I I I I I I I I I I I I I I m _ _ _ _EL 12.83_ W t-d �1I __lam n Pl I 1 1 1 I I I I I I I I I I 1 1 I I I I 1 1 I I I I 1 1 I I I I I I I I I I I I I I I II I I I I i i I I i i I I i i I I I I I I I I I I I I 1 I I I I I I M-6 u EL 1_1.0_0 �I --------------------- Amy 1 r,9 lr ) I I i t j I I I I I I I I I I 6" FCA RESTRAINED i l i I I I I I 1 1 I I r6"x4 UCER FLG. 1 I I l i"x4" TEE NOTE1II I I I Irn II I I o 11 I I --- I 1 II I I CL i IU II I I 11 I I i li 1 1 I 10 II I I ------- -------- I 1 �- I I_ 0 ) EXISTIN AEROBIC SLUDGE Lj a u i i i i t DICE TER BASIN NO. 1 A I I I I I e'A--------------------311--------------- A DEMOLITION A i i i i i i 6" PLW A I I II I I I A I I I I I I I u ii i i i VALVE OPERATOR W/EXTENDED HANDWHEEL I I I 1 I it I PAI 1 I 001 I ^ I I i t H I I l l I I I W I I v (D J I I I I it I UI I r7 I mI I l I mi i TOC EL 25.5' SEE NOTE 3 6" PV x— x— x— x— SEE NOTE 4 NOTES: 1. CONTRACTOR TO REMOVE EXISTING 4" 90 BEND AND INSTALL 4%4"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 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. 5. ALL SUBMERGED PIPE SUPPORTS TO BE PROVIDED WITH A HOT DIPPED GALVANIZED FINISH. SECTION �2 1/4" = V-0' CUT GRATING AND SUPPORT MEMBERS TO ACCOMMODATE PROPOSED WAS INFLUENT BOX CONC WALL CLOSURE TOC EL 25.5' TOC EL 24.0' Pop ����.Fn..A.rr.I /nQAF k1��.� ;fR11/>I 000 • • II i t CONTR CTOR TO I I I d i I if CONNE T TO EXISTING I i i o 11 I MANH E USING j I j TOC EL 24.0' n TOC EL 24.0' 11 1 1 RESILIENTLIBIEND CTOR d l I u l i 6" 45P)J I I 8„ PD ;;— i i�----------w �i i�------------ IT— I 11 II _*4 ii i VBOX WAS INFLUENT 6" PV-DI CRETE WALL CLOSURE (TYP OF 2) 1 1 n 11 1 1 I I 11 11 I I I I l l i l i i i i EXIS77NG AEROBIC SLUDGE 1 DIGESTER BASIN NO. 1 �12" PA I I r I I I I �••���� PROPOSED : y�PtEOFrgS�' ---m&�$"�-6„x6"x6° It i i TEE U A 6%3" SECTION RODNEY W. CHAPIN A REDUCING o r.............................� u BUSHING III Lit 3/8"=1'-0" _ 11°?.: p 81014� ��i i 3%1" 3 I i i (i i i to FG/STER N?>r� ® REDUCING tl, I I I I I l tp I/ ���•�••••� BUSHING I ; ;THIS RECORD DRAWING HAS BEEN PREPARED, a 1" PLW-GS/T ENTIRELY OR IN PART ON "THE BASIS OF a k i i UNVERIFI D INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED FUFNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: MADPL003.DWG LITTLE CEDAR BAYOU WWTP AEROBIC DIGESTER SHEET SLUDGE HANDLING FACILITIES IMPROVEMENTS PLAN I AND SECTION CITY OF LA PORTE, TEXAS M — 3 c w WM z W a z z z 0 a O cc a ❑ a E CD W Uz LL 0a z� J � � W h o� �U CD c U 0 n Ci- u CD N N J Q � W � N N 1 ¢ > _� a(N z Z a z ifo O_ o6 C¢ a 4u N N M � J N d Ld W K X L_ O w- O E N N O O O N O d� O O _I d Q / S U N O N n / co co 0) 01 d Fa- 2 Cm G a 0 Z a o Cc Cc O g U) w 1- W J U) Qw 12 0 ZU r)0 Q U) LZ ❑w0 JOOU Wa.w 10U) i EL ( LO I r Z a 1 2 0. N N N It vi w D_ x t 0 0 0 CN u� N O 0 0 N O 0 0 0 0 0 a / s U / CN N m rM M 00 cw I 6" WAS ELEVATION VARIES I 8" PV 8" DR IE=7.00 WALL PENETRATION AE DI/F,PE SEE DETAIL 51Z 6" 90' BEND 1 -3 DI/F CL 4" SC-DI/F, EL 23.00' PIPE SUPPORT SEE DETAIL BG (TYP) MZ-2 6" TS/DS-DI/F CL 6" PLW-PVC/V, EL 19.00_ NATURAL GRADE EL 14.97i CL 6" TS, EL 10.00' 2/06 JHM CWS REVISED FOR THE RECORD REV, DATE DRWN CHKD NO. 8" DRAIN - REMARKS TOP OF GRATING, EL 26.00 ------------ TOW EL 24.00 _ d CL EL 22.75' —y MAX WL EL 22.00' a = d d d ° PIPE SUPPORT SEE DETAIL BE MZ-2 6" PV, CL EL 17.25' a - - d. ° d d ° a A 6'-0" a BRACE TO END OF CL 6" DS_DI F EL 11.00 WALL (TYPICAL) - — °. DIFFUSER EL 9.00 U TOC EL 7.00 e ° d d PIPE SUPPORT PER WALL PENETRATION AE MANUFACTURER'S DI/PE,PO SEE DETAIL MZ-1 RECOMMENDATIONS (TYP) DESIGNED BY: DRAWN BY: D. NICA Gum P. BULOT SHEET CHK'D BY: C. SOWELLS consulting • engineering • construction • operations cRoss cHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: - - � HANDRAIL (TYP) - — � � 1 -� 10" PA EL 22.50 10" PA-DI/F WALL PENETRATION AE o ° DI/F,F SEE DETAIL MZ-1 ° ° t4 . ° e CL 6" SN, WL 17.00 - JL-- .4 e d d 6'-0" °. a. 10" FCA ° ° 6" DS-DI/F EL o 10" BASE EL -9„ ° d d °. ° A /6" PV DI/P PIPE SUPPORT PER WALL PENETRATION (TYP) MANUFACTURER'S DI-PE,PO SEE DETAIL AE RECOMMENDATIONS (TYP) MZ-1 SECTION 1 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS DSP-2 a °: \-PIPE SUPPORT, SEE DETAIL AD -10" PA-DI/P MZ-1 (RESTRAINED) CL EL 13.00 /- 6" DS-DI/P CL EL 10.00 CB SEE DETAIL MZ-3 (TYP) _U TOC 16.50 e a e ADJUSTABLE PIPE \ SUPPORT (TYP) SEE DETAIL CA MZ-3 6" 90' BEND - \ D V EL. 7.00 I/P (TYP) APPROX. LOCATION OF 4" WAS. CONTRACTOR TO FIELD VERIFY NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS. 2. AIR DIFFUSER ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 3. DIGESTED SLUDGE PUMPS SHOWN FOR CLARITY ONLY. SEE SHEETS M-7 AND M-8 FOR ADDITIONAL DETAIL. 6" 90' BEND DI/F SEE SHEET S-6 FOR EQUIPMENT PAD 6" DS-DI/F,P "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." 6" DS-DI/F,P CL EL 11.50 DS -----] IE=8.83 8" DR FL EL 5.17 Z•b 112itllta62"T aff °. _ 81014- S!Z THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROPOSED AEROBIC DIGESTER PIPING SECTIONS PROJECT NO. 19863-31926 FILE NAME: MADSC005.dwg SHEET M-5 6" TS-DI/F MIRROR IMAGE SHOWN FOR NOTES: 1. CONTRACTOR TO VERIFY EXISTING ELEVATIONS. Z O vi W V I_ W J z Q Z CQ Z N m J ILa0 CD IL aw w o Z U 2=� z S W W Q W =Oz� Q J 0 o a a �Ud Om0 U co0w � LL CO 60, Of li i SUN I N N It N W x X 0 0 ro N 0 0 o_ N 0 co 0 0 0- CD 0 i L V N N _rn r7 r7 0) NG ELEV 16.00± 10" PA EXIS77NG AEROBIC DIGESTER BASIN No. I WAS () ,rTOP OF GRATING N II EL 25.50' EL 22.25' CL ELEV 22.75' 6" PLUG VALVE W/EXTENDED HANDWHEEL (TYP) WALL PENETRATION (TYP OF 2) AE SEE DETAIL MZ-1 EXIS77NG AEROBIC DIGESTER BASIN No. 2 TOC ELEV 24.00' / 90 BEND- DI\\y`x DI/P CL ELEV 22.50' SEE NOTE 2 10" BFV DI/F CL 20.00' 10" SPOOL PIECE DI/P/F (TYP) SECTION 1 3/8"=1'-0" M-3 PA-D1/P WALL PENETRATION FLG/PE AF SEE DETAIL CL ELEV 11.00' CL ELEV 10.00' — CL ELEV 19.00' NG ELEV 14.97 t �— EXIST 2" PW EXIST 4" TS WALL PIPE- DI/FLG/FLG SECTION 2 1/4"=1'-0" M-3 OF DIGESTER FLUSHING CONNECTION (TYP) SEE DETAILEGA 6" TS-DI/F EL. 20.25 — 6" TS-DI/F EL. 18.25t ef TOP OF SLAB EL. 16.25 if 6" TS-DI/P INV. EL. 12.00 BELT FILTER PRESS 6" TS-DI/P NG ELEV 16.00+ INV. EL. 12.00 TO I=1_I BELT FILTER PRESS I 6" DS-DI/P e . e c . e INV. EL. 10.00 TO AEROBIC DIGESTERS — a Qa 6'-0" 4'-0" 3'-5" 6'-10" 6" DS-DI/P TO DIGESTED SLUDGE PU--'* MPS 10'-3" WELLS DESIGNED . C. S LACIDO 1 DRAWN er: B. TAIL PLACIDO SHEET CHK-D BY: C. SOWELLS consulting •engineering • construction •operations 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHWD BY: R. DRIVER REV- APPROVED BY: R. CHAPIN NO. DATE DRWN CHKD REMARKS DATE: HANDRAIL EL 25.50'- CL ELEV 6" WAS 26.40+/=N CL ELEV 23.00' _ CL ELEV 22_75' ci 2< 6" PLUG VALVE W/EXTENDED HANDWHEEL AEROBIC BASIN DIGESTER No. 3 WALL PENETRA ON L-- --� r------- F/PE AE I AEROBIC DIGESTER SEE DETAIL MZ-1 BASIN No. 4 6" PLW-DI CACZ-3 I I EL 17.25'+ -- — - �CLEANOUT, SEE DETAIL 6" PV DI/F (TYP) I I I I I I I I 6" WAS DI/P 6"x6"x6" TEE DI/F I I 1 I 6" 90' BEND DI/F (TYP) I CL ELEV 13.00'+ 6" DS-DI/F 1 m---------------------------� n W Tlir-------- ------------------------------------------------------- -----------------------------la - -- r--- 6„ TS-DI/P W W Vol GTllr— i I WALL PENETRATION 8" DR -DI P DI F PE 8%8%8" TEE DI/P (TYP) 1'-10" 6" FLEXIBLE COUPLING WITH THRUST RODS SEE DETAIL CB MZ-3 p P/K// ,'-5" 2' \-6" PLUG VALVE (TYP) PIPE SUPPORT CA MZ-3 (TYP) CONCRETE SUPPORTS (TYP) SEE DETAIL EA MZ-6 CROSS PAD — SLUDGE:LINES SECTION 3 1/2"=1'-O" - 6" TS-DI/P INV. EL. 12.00 FROM DIGESTED SLUDGE PUMPS a' e a a . a n 6" TS-DI/P INV. EL. 10.00 FROM THICKENED SLUDGE PUMPS 6" TS-DI/P INV. EL. 10.00 FROM THICKENED SLUDGE PUMPS 2. CONTRACTOR TO REMOVE VERTICAL SECTION OF EXISTING 10" STAINLESS STEEL AIR AND PROVIDE NEW 10" STAINLESS STEEL AIR PIPE AND BUTTERFLY VALVE AS SHOWN. 3. CONTRACTOR ARRANGE AND INSTALL VALVE OPERATORS TO ALLOW UNENCUMBERED OPERATION OF ALL VALVES. FINAL VALVE OPERATOR POSITION AND LOCATION TO BE APPROVED BY ENGINEER. ADJUST AS NECESSARY. 6" 90° BEND DI/P (TYP) CL ELEV 11.73' CL ELEV 10.00' INVERT EL 7.00' 6'-0" - - - IIIJ 1 Fh I i III I I III �I — I I j -r� -o I I li 6" DS-DI/P I I III INV. EL. 7.00 FROM AEROBIC I I DIGESTER NO 4 ( ( I I I TO DIGESTED ( I SLUDGE PUMPS I I III III - I I I I ( I IJ `CONCRETE PAD O SEE STRUCTURAL 6" DS-DI/P I DRAWINGS FLUSHING COCK (TYP) INV. EL, 10.00 I I ( I i l I i Ij J SEE DETAIL GA TO AEROBIC I I I MZ-7 (TYP) I I DIGESTERS I I I I I ( ( 6" EL. 1P I I INV.. FILTER ER P TO I ( I BELT FILTER PRESS I I I III I I I I ' LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS III I I I I I 3 —0 BOLLARD (TYP) I I � V t — i 6" FLEXIBLE COUPLING WITH THRUST RODS (TYP) SEE DETAIL CB (TYP) r�' up CONCRETE CURB ••�� F .......4. / 6'-10" '^y�p'(E,O i t: .: CROSS PAD - SLUDGE LINES i RODNEY W. CHAPIN 6" TS-DI/P ENLARGED PLAN ..., ;; ; 81014' �t��' FC/STER��?�- INV. EL. 12,00 TO BELT FILTER PRESS 1/2"=1'-0" ���Ss'** k, "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF THIS DRAWING WAS ORIGINALLY SIGNED UNVERIFIED INFORMATION COMPILED AND AND SEALED BY RODNEY W. CHAPIN FURNISHED BY OTHERS TO THE PREPARER WHO IS PE 81014 ON SEPTEMBER 5, 2002 NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN RECORD DRAWING INCORPORATED INTO THE DOCUMENT AS A RESULT." PROJECT NO. 19863-31926 FILE NAME: MDGPL006.DWG AEROBIC DIGESTER PIPING SECTION SHEET CROSS PAD PLAN AND SECTIONS M-6 n Q HS W F- J V U) Q d LL � Za z J W a 0z p p O_ _i H H 0�U C0 W WCt) 1 201.0 1.0 z g0 a w m � N J am _ � 0. � Z z i z E � Q o g ¢¢ O 8 N N J cii L Ljj x s= 0 0 E O M N 0 0 0 N 0 r- O O D_ LO p i s U N LO N M to 0) <t 0 TO VALVE PAD 3 M-8 AEROBIC DIGESTER No. 3 I I I I I I I I CJ L= I I I 1 I WALL PENETRATION ' L-I-- DI F, MJ I SEE DETAIL AE < _ 0 10" PA N MZ-1 I i ---TI C`_f 1 1 1 ----------------------------------------- 11 I I 6" PV DI/P (TYP) T- n n n n n L------------- t ----- 1L J Pr II II II* AID ------------ II III III _ II!� III _ I11 III III -- III JIN -lIL J1� �i LIL-_----- Ilr -�� -- - u u u u u 6" PV F/F E 4'-0" CONTROL PANEL LOCATION 6" PV F/F � t DSP-101 PUMP SUCTION PIPE 6'-0" PUMP DISCHARGE PIPE (TYP) FLUSHING CONNECTION SEE DETAIL GA MZ-7 AIR RELIEF VALVE (TYP) SEE DETAIL DB MZ-4 6/ 6"x6" TEE c_-=_j WALL OF AEROBIC DIGESTER No. 3 ------- I f I 1 I I ----------------- 6" PV F/F 4'-0" CONTROL PANEL LOCATION 6" FCA RESTRAINED (TYP) ✓- SEE DETAIL CB -� MZ-3 \ l ADJUSTABLE PIPE SUPPORT (TYP) CA SEE DETAIL MZ-3 6" CV F (TYP) 6" PV F/F 6" 90- BEND DI/F (TYP) n n n __-It\ ____I It It _________________________ I1r- I I I ' l l l I i i III I r----11 r--'1 r-----------71 - I I - - I I I I Ham- Cam- -4- ___II II II __ JIL--JL__________-.l i4 I _________________________ 1 tr___ ____ j4 1 vt__ �t u u u u u CONNECT TO EXISTING 4" TS 6%6"x6" TEE /4' FCA RESTRAINED PIPING AS SHOWN 4" PV DI/P J� DI/P (TYP) (TYPICAL) 6"x 4" REDUCER DI/P 6"x4" REDUCER ' DI/P (TYP) ,i <E_�> crrr nn� II II III III It III LLL J11 cn r ono I I CONNECT TO EXISTING 4' TS a PIPING AS SHOWN TO GRAVITY THICKENER 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD NO. REMARKS PLAN 3/4"=V-0" DESIGNED ., DRAWN BY: C. SOW S. BAKER SHEET CHWD BY: C. SOWELLS consulting -engine ing• construction • opemtions oRoss cHl<'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: I$ CL. EL. 8_33 1. PUMP DISCHARGE ELEVATION BASED ON APPROVED MANUFACTURERS SHOP DRAWINGS. CONTRACTOR SHALL VERIFY PUMP DISCHARGE ELEVATION PRIOR TO INSTALLATION. 2. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. 4. CONTRACTOR TO ARRANGE AND INSTALL VALVE OPERATORS TO ALLOW UNENCUMBERED OPERATION OF ALL VALVES. FINAL VALVE OPERATOR POSITION AND LOCATION TO BE APPROVED BY ENGINEER. ADJUST AS NECESSARY. 3'-5 1 /2" 6° FCA RESTRAINED „r. 6 SUPERNATANT ♦ ; DECANT EL 5.17 *............................ it RODNEY W. CHAPIN �r.....I......................... i.l, .- _ 81014 "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING DIGESTED SLUDGE PUMPS PLAN AND SECTION PROJECT NO. 19863-31926 FILE NAME: MDGPL007.dwg SHEET M-7 N LU Z_ cW G a Z Z E z 0 ryQ m 2 (L Q 2 U) Z wO �U -jU) U cq uIL Z 00 Z¢ 0 _ CO -j W r O W N I C7 ndpUn 0')c m N �M O 0 0 N O 00 O O J d CD n 7 L U N 7E N O M co 00 0) O) j 1 NOTES Jx 1 w z Z m m m jm 0 m - = m � o z z Z' m a ¢ s 0 0 ¢ u o 8 W_ J < 2 I d ZW J (D 00 Q _I Z p10 JWU OUw d2:06LO ',.. Z� cN0 N N d' M J (n Ld w x x 0 I 0 E UD r7 0 0 0 0 N O m 0 0 D 0 0 / U m N rn r7 00 00 0 N 2/06 JHM CWS REV. DATE DRWN CHKD NO. -------------------------------- 6" 90- BEND DI/F (T' FOR CONTINUATION SEE SHEET C-9 n It II 11 6" TS-DI/P U 6%6%6" TEE DI/F (TYP) AIR/VAC RELIEF VALVE--- (TYP) SEE DETAIL DB MZ-4 6" CV FLG (TYP) ADJUSTABLE PIPE SUPPORT (TYP) SEE DETAIL CA MZ-3 6" FCA RESTRAINED (TYP) CONTROL PANEL LOCATION 14'-0" 6" TS-DI/P ------------------------------ ------------------------------ 0 I w w 3 6"PVF:1 1 6" PV F/F 6" SPOOL PIECE FLG/FLG (TYP) PUMP DISCHARGE PIPE TSP-101 f-1 I I (—1 TSP-102 PUMP SUCTION PIPE FLUSHING CONNECTION (TYP) SEE DETAIL GA MZ-7 6" PV F/F 6" SPOOL PIECE F/PE (TYP) PANEL LOCATION 4'-0" 6'-0" 4'-0" i i 1 6" SPOOL PIECE FLG/FLG (TYP) 6" PV FLG/FLG 6" PV FLG/FLG _ If 11___________________________It FROM GRAVITY _ i IY Yi i i IY / jl— — — — — — — — — THICKENER --------------- --III ---- i �1--------- 1� IL-------------- i `�_,. U U u 6" 90- BEND P (TYP.) REVISED FOR THE RECORD REMARKS PLAN 3/4"=V-0" DESIGNED BY: C. SOWELLS DRAWN BY: S. BAKER SHEET CHKD BY: C. SOWELLS CROSS CHKD BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: consulting • engineering • construction • operations 6'-11 1 /2" 5-5 1 /2" LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." 1. PUMP DISCHARGE ELEVATION BASED ON APPROVED MANUFACTURER'S SHOP DRAWING. CONTRACTOR SHALL VERIFY PUMP DISCHARGE ELEVATION PRIOR TO INSTALLATION 2. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. 4. CONTRACTOR ARRANGE AND INSTALL VALVE OPERATORS TO ALLOW UNENCUMBERED OPERATION OF ALL VALVES. FINAL VALVE OPERATOR POSITION AND LOCATION TO BE APPROVED BY ENGINEER. ADJUST AS NECESSARY. . 8.5 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING THICKENED SLUDGE PUMPS PLAN AND SECTION PROJECT NO. 19863-31926 FILE NAME: MDGPL009.dwg SHEET M-9 * \ \ \� ^° / \ _ k_CO z 0 ° Iz \ \ � 13 \ § 0 ƒ . a E i1 � .| /CLLU (\ | 0 0�� k kG .. .. . ^� < .| �| �| .| IN c w w Z cW G a Z Z Z Q m cc 0 a co z 0 F- W z J U) Z N UCH �N 'w ¢ LLL -j m m o w b Z v W Z ¢ a Z d m S ¢ o s W J El a J O o W m O ti4 W mto 1 O D) 1 N M N N M J (n W U x X Om CO r7 M 0 U rn a_ m / L U N (0 N 0) r7 M O CO m rim SECTION 2 3/8"=1'-0" M-10 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS NO. SECTION 1 3/8"=1'—O" M-10 SECTION 3 3/8"=1'-0" M-10 DESIGNED D. NICA DRAWN BY:: P. BULOT SHEET CHK'D BY: C. SOWELLS LITTLE CEDAR BAYOU WWTP CROSS CHK'D BY: R. DRIVER consulting - engineering - construction - operations SLUDGE HANDLING FACILITIES IMPROVEMENTS APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS DATE: SEPTEMBER 2002 i n'-n" 6" PLW-PVC/V i" TS/DS-DI/P TOC EL Z 00' "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." BELT FILTER PRESS BUILDING SECTIONS THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: MBPSC011.dwg SHEET 0 Z LU Z CW G a z Z 0 z a 0 m o � z z 0 3 Iw-- w U) I _! UUt Z z zN Q� (Dm a o m z xm in Z i �w z�E 'm z Q� • ¢a a _wm 0 w �o o� J a m 0 O I-- (L r c rn N \ C N (M e 1 N N rq J L Ld K X 0 w 0 0 0 0 N 0 w 12" CL E JHM I CWS I REVISED FOR THE RECORD NEO. I DATE I DRWN I CHKD .,.,,..,,."- , ,„ , SECTION 5 3/8"=1'-O" M-10 DESIGNED BY: C. SOWELLS DRAWN BY: P. BULOT SHEET CHK'D BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN REMARKS DATE: SECTION 4 1/4"=1'-O" M-11 consulting • engineering • construction • operations LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RODNEY W. CHAPIN 81014 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 BELT FILTER PRESS BUILDING SECTIONS PROJECT NO. 19863-31926 FILE NAME: MBPSCO12.dwg SHEET M-12 U) W h J Z Ug U_ EL o Obc Z G LU o0 Z (D U) m o °o 0 DO to V aCL o co CD '.,.. N Cm 0 0 0 E 00 d- 0 0 C N 0 N, SEE N( CL. EL. 12.83 I it 2/06 JHM CWS REV. DATE DRWN CHKD NO. REVISED FOR THE RECORD REMARKS DESIGNED BY: DRAWN BY: P. BULOT SHEET CHWD BY: C. SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: PLAN 3/8"=V-0" ,1111 � , consulting - engineering - construction - operations TING POSITIVE T BLOWERS ENANCES DEMOLITION LEGEND SECTION 1 3/8„=1 '-O" _ TO BE REMOVED, SLAVAGED AND STORED TO BE REMOVED AND REPLACED WITH NEW 1 AT LOCATION DESIGNATED BY OWNER O EQUIPMENT, PIPING, ETC. O2 TO BE ABANDONED O7 TO BE RELOCATED (NOT USED) O3 TO BE REMOVED AND DISPOSED OF OFFSITE O8 TO BE MODIFIED O4 TO REMAIN IN SERVICE O TO BE REMOVED, RENOVATED AND REUSED IN PROJECT (NOT USED) OTO BE REHABILITATED LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS NOTES 1. CONTRACTOR TO REMOVE EXISTTNG BLOWERS AND INSTALL PROPOSED BLOWERS ONE AT A TIME. TWO BLOWERS SHALL REMAIN IN SERVICE AT ALL TIMES. 2. COORDINATE ALL BLOWER WORK IN ACCORDANCE WITH SPECIFICATION SECTION 01311 AND ALL SHUTDOWNS WITH PLANT OPERATIONS PERSONNEL. 3. REMOVE EXISTING PIPE AND REPLACE WITH NEW PIPE AS NECESSARY TO REPAIR EXISTING AIR LEAK IN PIPE. 4. CONTRACTOR TO INSTALL SMALLER HP MULTI -STAGE CENTRIFUGAL BLOWER AND APPURTENANCES IN OPERATION AS PER CONTRACT DOCUMENTS. 5. ALL REMOVED OR RELOCATED PIPING SHALL BE REPLACED WITH NEW PIPING OF MATERIALS AS SHOWN ON DRAWINGS. PIPE 7RT "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." w 11111 , • I I I Lei1 m a WmAl► -'s yl t: lll^��111 a MCNA7'AKCHW011 81014 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: MBLPLO13.dwg SHEET M-13 `1 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS. LU z in _Z 2 G a z 0 Z Z a 0 m ¢ uQi to U W Z F= 0 1 Q VJ IL (D Z Z Sg 00 Z( ¢o = J i m J W �U)0 N I '� m � Oarl'� r N � M t¢- s 0 0 0 0 0 0 N O :: 0 J D_ J m s U N / N (T r7 r7 ro rn 12" PA-D1/P (RESTRAINED) I CL EL 12.83 1,, n 1c -H 0 I 7 CL EL 12.83 2/06 JHM CWS REV. DATE DRWN CHKD NO. REVISED FOR THE RECORD REMARKS DESIGNED BY: C. SOWELLS DRAWN BY: P. BULOT SHEET CHK'D BY: C_ SOWELLS CROSS CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: PLAN 3/8"=V-0" GUM onstruction • operations LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS EXIST BLOWER BUILDING WALL D G'• n - D D 8" 90- EL (TYP) 12"x 8" CONC RED 12" RESTRAINED FCA --i 8" 90' BASE EL PIPE SUPPORT BF SEE DETAIL M7_ SECTION 1 3/8"=1'-O" _ 10" AC.- Cr -Ill /C CL EL 12.83 12" 45' BEND-DI/F (UNLINED) SECTION 2 3/8"=1'-O" _ "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." 2. CONTRACTOR TO COORDINATE LENGTH OF SPOOL PIECE BASED ON APPROVED SHOP DRAWINGS. 3. CONTRACTOR TO COORDINATE BLOWER PAD DIMENSIONS BASED ON BLOWER MANUFACTURER'S REQUIREMENTS. 4. SEE SHEET E-11 FOR MOTOR CONTROL CENTER DETAILS. 5. CONTRACTOR TO INSTALL SMALLER HP MULTI -STAGE CENTRIFUGAL BLOWER. 6. REMOVE EXISTING PIPE AND REPLACE WITH NEW PIPE AS NECESSARY TO REPAIR EXISTING AIR LEAK IN PIPE. 8" INLET FILTER/SILENCER 8" BFV SS/FLG. 8" RUBBER EXPANSION JOINT WITH CONTROL RODS (TYP) _� BLOWER MOTOR EXIST FF EL 19.25' �-ISOLATION PAD (TYP) CENTRIFUGAL BLOWER, BLWR-02 PIPE SUPPORT CA SEE DETAIL MZ-3 I r ;* r: RODNEY W. CHAPIN �: _ 81014 :IR THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING BUILDING SECTIONS PROJECT NO. 19863-31926 FILE NAME: MBLPLO14.dwg SHEET M-14 3 7 cc m Z Z a 0 U) fn J W Q 1— W J r) U� LQ Z Z Q Q cWc G C J � �U)< C r JCL rn CD N 00 N :E co z z Zc N ; Gui N 'x o m = _In z z �w o 0 0 4 Cs IL N �N �m m w m = La Ei m = m g � 'o OR i th O 2 - o m Ic 11 m I '1 N N It r� J w W 0_ x r. 0 0 In In r7 A B C D E F G H "THIS RECORD DRAWING HAS BEEN PREPARED, 1" PIPE ENTIRELY OR IN PART ON "THE BASIS OF (TYP) OD UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR L 6x6x?, TRIM AS REQUIRED OR OMMISIONS WHICH MAY HAVE BEEN 00 BOLT HOLES TO MATCH INCORPORATED INTO THE DOCUMENT AS A RESULT." RESPECTIVE FLANGE ROUND ALL SHARP EDGES (TYP) 120Y-3" PIPE & SMALLER 4 'D' FLAT BAR WITH 2 BOLT AND NUTS, BAR 3/4" X 1/8" BAR 1;1/2, •X 1/8" v GALVANIZED AFTER FABRICATION GALVANIZED AFTER FABRICATION GALVANIZED AFTER FABRICATION°v , Q ' d vv vv 1" MAX PIPE SIZE d� av, p 4" MAX PIPE SIZE m _ 3/8" 316 SST ADHESIVE CAPSULE , 3/8" 316 SST ADHESIVE CAPSULE ANCHOR (SEE NOTE 1 OF GENERAL NOTES) , ANCHOR (SEE NOTE 1 OF GENERAL NOTES) v av i ( (l�v �v �v II II �v D v v a V C' HOLE DIA NOTES NOTES 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 1-1/4 300 1 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 1-1/2 850 904-4" PIPE & LARGER 1 PIPE FLANGE PIPE L6x6x1/2 SCH 40 PIPE rn 4"re FOR 8" PIPE I 2-1/2"m FOR 6" PIPE Fo 3/8 2"o FOR 4" PIPE & SMALLER = PL1/2"x8"x8" z 1/4" RADIUS AT CORNERS HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, WASHER AND HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, WASHER AND (SEE NOTE 1 OF GENERAL NOTES) * SAFETY FACTOR OF 5 3/8 DIA FOR 3/4" TO 3 1/2" PIPEIt SHIELD SHALL BE TYPE 316 STAINLESS STEEL. 1/2 DIA FOR 4 TO 8 PIPE NOTES 1" SHIELD SHALL BE TYPE 316 STAINLESS STEEL. p NON —SHRINK GROUT 2 Z 2 WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL 2 WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER 1 WHERE SUBMERGED OR LOCATED ON OR ABOVE TOP OF WALL (01 4 3SST ADHESIVE CAPSULE ANCHORS SHIELD AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER G OF HYDRAULIC STRUCTURE OR CHEMICAL AREA, PIPE CLAMP, LEVELING NUTS OR GALVANIZED ANCHOR 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 NUTS & WASHERS (SEE GENERAL NOTE ON SHT MZ-1.) 3 WHERE SUBMERGED, STRAP, EXPANSION BOLT, NUT & WASHER 2 WHEN USED WITH PVC OR FIBERGLASS PIPE SHALL BE TYPE 316 STAINLESS STEEL. PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP, WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" PIPE CLAMP FOR INDIVIDUAL PIPES PIPE CLAMP FOR INDIVIDUAL PIPES PIPE CLAMP FOR INDIVIDUAL PIPES PIPES STRIP of RUBBER FABRIC. PIPE FLANGE SUPPORT DETAIL AA DETAIL AB DETAIL AC 3 FOR FLANGED PIPING INCREASE 'B' DIMENSION AS DETAIL AD REQUIRED. NTS _ NTS _ NTS _ NTS _ PACKING (TYP) u T CAULKING BOTH 1/2 T 1/2 T SIDES TYP ADJUSTABLE LINKED RUBBER SEAL ALL USE STEALS AF T LiONG P PE)2 GROUT v v v PIPE THRU WALL OR FLOOR INTERMEDIATE o c PROVIDECLEARANCE PIPE DIAMETER AND v FOR CPLG IF REQ'D 3 — — — — CORE DRILL OPNG MATERIAL VARIES FLANGE/WATERSTOP (FOR EXISTING EPDXY COATING TAP FLANGE FOR ° v o (IF NO CPLG, MAKE STRUCTURES ONLY) 1" MINIMUM STUD BOLTS UNINSULATED FLUSH WITH WALL). PIPE SLEEVE, SCHEDULE 80 PVC ALL AROUND — —_ 3" TYPICAL BOLT AND NUT _ — OR 1/4 THICK (MIN) STEEL PLATE, e FI — _ _ q_ TYPE 304 OUTSIDE FACE 3" FOR PIPES GALVANIZE AFTER FABRICATION STAINLESS I o o c CAULKING (TYP) IrI— I I STUDTAP FBOLTS LANGE FOR (TYP) STEEL LESS THAN 36"a SEALANT (TYP) L—A n i 4" FOR PIPES 36"a D : �" INSULATION SHIELD 360' 1/4" THICK PLATE WALL FLANGE, RUBBER SEALING CEMENT GROUT— I-- -- AND ABOVE ° °' PIPE DIAMETER AND I I I I I PIPE TO BE LINED METHOD A SAME MATERIAL AS SLEEVE ELEMENT EPDM RUBBER CAULKED DRY II I I II MATERIAL VARIES II- — — I AND COATED PER SPECS (TYP) —I —}— — — — — PRESSURE PLATES, TWO REQ'D. 3" MIN I i I I I I i E _LI— o t7 5/8" MIN (TYP DERLIN PLASTIC FOR ELECTRICAL NEW FLOOR WALL — — BOTH ENDS) INSULATION. LJ ^, LJ 6" v 6" NOTES: 6" ° , C 6" UNO UNO MIN ° MIN v 1. INSIDE DIA OF EACH WALL OPENING SHALL BE OF THE SIZE UNO UNO RECOMMENDED BY MANUFACTURER TO FIT THE PIPE OR CONDUIT PIPE THRU WALL & THE WALL SEAL ASSEMBLY TO ENSURE A WATER —TIGHT JOINT. PIPE THRU WALL OR OR FLOOR ° ;.° 1" MIN CLEARANCE FLOOR STEEL PIPE OR TYP (TYP) 2. PIPE TO WALL PENETRATION CLOSURES SHALL BE OF THE TYPE 316 SST PIPE 3/16 FOR PIPES ° 6 1/2" CLR (MIN) MODULAR MECHANICAL TYPE, CONSISTING OF INTERLOCKING WHERE SHOWN LESS THAN 24"a SYNTHETIC RUBBER LINKS SHAPED TO FILL THE ANNULAR SPACE MINIMUM 3/8" PLATE OR 5/16 FOR PIPES INSULATED BETWEEN THE PIPE AND WALL OPENING. A PRESSURE PLATE 3/16" 8 THICKNESS OF PIPELINE 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 24"a AND ABOVE FILL WITH POLYURETHANE SEALANT SEAL CONSTRUCTED TO PROVIDE ELECTRICAL INSULATION BETWEEN SLEEVE (TYP) FOR F X F X PE WALL PIPE NON —SHRINK OVER BACKER ROD (TYP BOTH ENDS) WALL AND PIPE. (SCH 10 MIN) CAULKED WALL FOR CONCRETE, GROUT T = THICKNESS OF COLLAR CMU BRICK OR CAVITY WALLS DETAIL AK 3. WALL SEAL ASSEMBLY SHALL BE LINK SEAL AS MFGR BY PIPES LESS THAN 24"a T=3/8" „ PjEOFT \\\ THUNDERLINE CORP WAYNE MICHIGAN OR EQUAL. PIPES 24"a TO 30"8 T=1/2" NTS i 5�' 1Is,I NOTE PROVIDE FLEXIBLE PIPES 36"a AND ABOVE T=1 DETAIL AJ s*;' ty 4 METHOD B THESE SLEEVED PIPE DETAILS 4. PROVIDE ESCUTCHEONS IN FINISHED SPACES. 1 GV .... ARE TO BE USED IN DRY WALLS COUPLING WITHIN 6'-0" NTS _ .......................... N ONLY, EXCEPT AS NOTED. 5. PROVIDE DUAL FIRE RATED MECHANICAL SEAL ASSEMBLIES OF FLOOR / RODNEY W. CHAPIN j lo WHEN REQUIRED BY FIRE PROTECTION DRAWINGS. STEEL F X F X F WALL PIPE, SIMILAR NOTES: ���. 81014 FOR PLAIN END PIPE 1. CMU UNITS, CAVITY WALLS AND BRICK TO BE MORTAR WALL PENETRATION IN NEW WALL WALL PENETRATION IN EXISTING WALL PIPE SLEEVE (WET FLOOR) FILLED IN THE PROPOSED LOCATION OF ALL PIPE THIS DRAWING WAS ORIGINALLY SIGNED \\;%6 AU�`..- PENETRATIONS PRIOR TO CORE DRILLING OPERATIONS. AND SEALED BY RODNEY W. CHAPIN DETAIL AE DETAIL AF DETAIL AG DETAIL AH PE 81014 ON SEPTEMBER s, 2002 2. CAULK AND SEALANTS USED IN CHEMICAL ROOMS SHALL NTS _ NTS _ NTS _ NTS — BE COMPATIBLE IN ATMOSPHERES CONTAINING FUGITIVE EMISSIONS OF THE CHEMICAL STORED AND/OR FEED FROM RECORD DRAWING THE ROOM. PROVIDE SUBMITTAL INFORMATION IN ACCORDANCE WITH DIVISION 1 SPECIFICATIONS. DESIGNED C. SOW PROJECT 19863-31926 DRAWN BY. S. BAKERKER FILE NAME:: MZPPDT01.dwg SHEET CHKD BY: C. SOWELLS LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL SHEET CROSS CHKD BY: R. DRIVER consulting • engineering • construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS DETAILS I 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS MZ-1 REV. DATE DRWN CHKD REMARKS NO. DATE: 36 N cc m z> 0 Z Z m Z a 0 m cc o � 0 wj '~ iI W Q N w zN LU U J Q ILU w O =m 0 z Z = , a t. 0 C) Z W m Q�w = o o 0 0 < a N In 0 I� T Q 04 C0 J h r 0. in N X N co I 0 I 0 E 0 0 0 0 N 0 N 0 ID_ n_ _ N / r U co N m M / ro co 00 a U (n a_ 3 IA 0 a 0 TO SUIT 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 & SHIELD SHALL BE TYPE 316 STAINLESS STEEL. PIPE CLAMP FOR INDIVIDUAL PIPES BOLTS, AND BOLTS ARE TO BE TYPE DETAIL B G TYPE 316 SST. 1/4 NOTES NTS _ 1 MATERIAL FINISH TO MATCH PIPE. jE0FT��� 2 ALL SHEILDS, BRACKETS, BOLTS, AND ^ .........X. HARDWARE SHALL BE TYPE 316 SST WHEN °:'.::' e. 2 SEE GENERAL NOTE ON SHT MZ-1. USED FOR SUPPORT OF SST PIPING. 4 316 SST ADHESIVE i ............................... 4 3 BRACKET, 'U' BOLT AND EPDXY ANCHORS CAPSULE ANCHORS DRYPACK RODNEY W. CHAPIN 0 SHALL BE FRP FOR SUPPORTS IN CHLORINE E' DIAMETER AT 90Y �-P,. 81014 �Qi FACILITY. PROVIDE WASHERS AND 1�0.�?Fc�sTER���*V— HEX NUTS FOR LEVELING THIS RECORD DRAWING HAS BEEN PREPARED,/ofvaLi' " �l S PIPE BRACKET STEEL ELBOW PIPE ELBOW SUPPORT ENTIRELY OR IN PART ON THE BASIS OF UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED DETAIL BE DETAIL BF FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN NTS _ NTS _ NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD" DRAWING DESIGNED BY: C. SOWELLS _ 31926 DRAWN BY: S. BAKER FILE ENAME:ECT O MIZPPDT02.dwg SHEET GHK•D BY: C.'()WELLS LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL consulting -engineering -construction -operations SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET 2/06 JHM CSW REVISED FOR THE RECORD GROSS CHK'D BY: R. DRIVER DETAILS II REV. APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS NO. DATE DRWN CHKD REMARKS DATE: M Z— 2 I III i i A B C D E F G H SIZE OF VALVE " TYPE OF VALVE 42" ALL LETTERS TO BE BFV ENGRAVED 1/8" DEEP NON -POTABLE WATER TYPE OF SERVICE L- 50 12" 0 0 0 o DIRECTION AND v 0 0 NUMBER OF TURNS TO SUIT VALVE CLASS o 0 TO OPEN 125 FLANGE OD (TYP) STANDARD VALVE :r 9 0 0 2'-0" x 2'-0" - STEM, CASING, AND COVER \ DO NOT DRINK 1 0 0 SQUARE CONC. PAD SEE DETAILS FA & FB, THIS SHEET M M N N= 0 —�-fir ICI- FOR WASH DOWN ONLY VALVE BOX TOP SECTION � � i I� � � SIZE FOR TWO FLANGE o 0 WITH COVEP. 1�IIilI I''.I THICKNESS PLUS THICKNESS _ _ _ �v COLORS: BACKGROUND SHALL BE OSHA SAFETY YELLOW, OF SEISMIC TABS SEIMIC TAB (TYP) — — — — — — — — N o LETTERS SHALL BE RECESSED BLACK MATERIAL RESOURCES, INC 120' � � o nw CONCRETE CRADLE NOTES: STANDON MODEL S96 OR a FOR VALVES 12" EQUAL, ALL MATERAL TYPE — — THROUGH 30' 1. FURNISH & INSTALL THE ABOVE SIGN ON ALL PROTECTED 304L SS (TYP) (2500 PSI MIN) PLANT WATER LINE HOSE STATIONS:! ATTACH THE SIGN TO THE STRUCTURE, GUARDRAIL OR POST WITH STAINLESS STEEL HARDWARE & MOUNTING BRACKET. ® 2. FURNISH ONE SIGN & RECEIVE APPROVAL FROM OWNER PRIOR NON -SHRINK HIGH ' STRENGTH GROUT 12" MIN TO ORDERING REMAINDER OF SIGNS. <. , STAINLESS STEEL EPDXY 4"x 4"x 12" LONG I 12" MIN 3. SIGN SHALL BE ALUMINUM BACKED AND SHALL BE AS ANCHOR BOLTS (4), MIN PRECAST CONIC POST 1/2" PIPE MANUFACTURED BY EMED CO, INC OR EQUAL. 6" EMBEDMENT (TYP) NOTES: DIAMETER (TYP) 2 - #4 BAR 4. SIGN TEXT SHALL BE PRINTED IN ENGLISH AND SPANISH. SIDE VIEW FRONT VIEW 1. VALVE IDENTIFICATION SHALL BE PROVIDED FOR EVERY SIDE VIEW BURIED VALVE ON THIS PROJECT. 5. CONTRACTOR TO SUBMIT WATER SIGN SHOP DRAWING PRIOR TO FABRICATION. FLANGE CRADLE SUPPORT VALVE BOX PAD AND IDENTIFICATION BURIED VALVE INSTALLATION WATER SIGN DETAIL BA DETAIL BB DETAIL BC NITS _ NITS - NITS DETAIL BD - NTS _ 2 "U" BOLT, GRINNELL FIG 137 OR EQUAL. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT 'U' BOLT WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC 'A' DIA DUCTILE v IRON BASE a ELBOW 316 SST ADH4GXENEURTZ'," ANCHOR, MIN/WITH TWO (2'B' DIA SCH NOEE NOTE 1 TES) (TYPMIN BAR 1 1/2"x 1/4" PIPE CLAMP. WHEN USED WITH 40 STEEL PIPEHOT DIP GALVANIZED PROVIDE 316 PVC OR FIBERGLASS PIPE ST SHIELD AFTER FABRICATION = AROUND PIPE SAT CLAMP WITH STEEL FLANGE TO MATCH 1/4�— LOOSE FIT. WRAP COPPER / BASE ELBOW TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC. a r WITH 4 BOLTS � v / 'E' DIA 4 316 SST ADHESIVE DRYPACK / WELDED STEEL BRACKET, CAPSULE ANCHORS v // GRINNELL FIG 195, 199 E' DIAMETER AT 90Y j!2 / OR EQUAL PROVIDE WASHERS AND / HEX NUTS FOR LEVELING v V DUCTILE IRON ELBOW 3/4" 316 SST ADHESIVE A' DIA av CAPSULE ANCHORS (TYP) STEEL ELBOW (SEE GENERAL NOTE ON SHT MZ-1) v 1/4 NOTES / — 'B' DIA SCH 1 GALVANIZE ALL PARTS AFTER FABRICATION. 40 STEEL PIPE WHERE SUBMERGED OR LOCATED OVER WATER, STEEL SHIELDS, BRACKETS, 'U' ELBOW DIMENSIONS IN INCHES 'A' DIA 'B' DIA 'C' THICK V SO 'E' 4 2 3/8 6 5/8 6 2-1/2 3/8 7 5/8 8 4 1/2 9 5/8 10 4 1/2 9 5/8 12 6 1/2 11 3/4 14 6 1/2 11 3/4 16 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 12 3/4 19 7/8 42 16 3/4 23-1/2 1 48 18 1 3/4 25 1-1/8 A B C D E F G H 9 _w J f_ W J Q 0 J LLU_ ZZ J Q 0 Q W 0 � J Q T0Z Q 0 o N N :E V N N a r) J 6i L, w x X rr 0 0 E rn QD 0 0 N 0 r7 0 0 IL n. N / U / N r%) r7 DO 0) rn 'U' BOLT PIPE SUPPORT GRINNELL FIG 259 OR EQUAL ADJUSTABLE PIPE SUPPORT, GRINNELL FIG 264 OR EQUAL I I 'B' 'B' I I A 150 LB THREADED A N o 'C• REDUCING FLANGE, 'C' 0 ~ GALVANIZED ~ — 1" MIN = DRYPACK ' _ 6„ MIN Jj• « 316 SST ADHESIVE SIMILAR TO TYPE ADJUSTABLE PIPE SUPPORT APPROX DIMENSIONS IN INCHES PIPE SIZE A B 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 8-1/4 11-3/4 3-/12 2-1/2 1-1/2 9 8-1/2 12 4 3 2-1/2 9 10-1/4 14 6 3 2-1/2 9 11-5/8 15-1/4 8 3 2-1/2 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 11 19-7/8 22-1/4 18 6 3-1/2 13-1/2 21-1/4 24 20 6 3-1/2 13-1/2 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 13-1/2 30-5/8 32-3/4 36 6 4 13-1/2 32-5/8 34-3/4 STEEL WALL SLEEVE INSIDE FACE OF EXISTING WALL GROUT WALL SLEEVE IN PLACE FILL VOID WITH NON —SHRINK GROUT NEW PIPE 1 D+14 LESS THAN 16" D+18 5/16" 16" AND GREATER /4'O.D. /4' INTERLOCKING SYNTHETIC 9" plpE 9" RUBBER LINK —TYPE SEAL—A.MIN. co I- w a GALVANIZED ANCHOR BOLTS =p o SEE DETAILe d NOTES: 0 o PROVIDE 120' CRADLE SUP. 1. TYPICAL FOR PIPES 3" AND LARGER �/;' CHAMPER (TYP.) THROUGH EXISTING BLOCK OR CONCRETE BUILDING WALLS IN DRY D= NOM. DIA. 3/s" THICK x 4" WIDE <16" ( ) AREAS ONLY. � z � 1/16" Y2' THICK x 6" WIDTH (16" AND GREATER) 2. OMIT SLEEVE FOR PIPES UNDER 3". � � Li CUR. NEOPRENE PAD DUROMETER 50 TYPICAL WALL PENETRATION DETAIL 0 Z ® _ CONTRUCTION JOINT OPTIONAL #4 @ 10" E.F. (MIN. 3 REQUIRED) #4 DIAGONALS E.F. TYPE ' A CAPSULE ANCHOR TYPE "B" (EXISTING WALL) `" POUR AGAINST UNDISTURBED #4 @ 10" E.F. (MIN. 3 REQUIRED) WITH 2 NUTS EACH. NOTE SIZE TO SUIT FLANGE. EARTH TYP OF 4 AT 904 UNDER VALVES, METERS OR OTHER SPECIAL APPURTENANCES, A SEE GENERAL NOTE FABRICATED SUPPORT PIECE MAY BE UTILIZED AS ACCEPTABLE DETAIL CC ON SHT MZ-1.) TO ENGINEER. 7/16" ADJUSTABLE PIPE SUPPORT NTS I CUR. DETAIL CA MIN. TYPE "1" NTS _ ° ' d. ° ' ',' EXISTING WALL NTS SEE NOTE 1 D+14 2 LESS THAN 16" D+18 <^5/t6" 16" AND GREATER /4„O.D. /4, ° 9" PIPE 9" NUMBER &SIZE OF HOLES 4 - 0+1/8" HOLES ° [1 ' �` MIN. Opp• & DIA OF BOLT CIRCLE IS BOLT CIRCLE = OD PIPE _ ^ e ° PIPE STRAP �• TO FIT STANDARD ANSI 125 LB FLANGE + 2 1/2" MIN GROUT FILL WITH rid SEE DETAIL D �O FLANGE DRILLING - SEE PIPE = w MFR'S DIMENSIONS d NON -SHRINK GROUT w = N *NE VIDE 120' CRADLE SUP. CHAMPER (TYP.) #4 0 10" E.F. ENE PAD SEE TYPE "1" #4 @ 10" DOWELS E.F. 1/16" EQUALLY SPACED (MIN. 3 REQUIRED) CLR. Q�e CONTRUCTION JOINT PIPE SIZE PER LOCATION "' z_ DIAGONALS E.F. <. . . a I POUR AGAINST ')a ° ` '. UNDISTURBED O 10" E.F. (MIN. 3 REQUIRED) L a <v.EARTH#4 10" E.F. #4 10" DOWELS E.F. 1 1/8" CUR. ° a. INSIDE FACE OF WALL MIN. ° ` : °. NOTES: TYPE "2" MACHINE FINISH ALL EDGES NTS 0.D.+14 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" /4'0 D /4' 3 FOR PIPE 6"6 & SMALLER, USE (2)3/4"8 TIE RODS MIN. PIPE THRU EXISTING CONCRETE MIN' a�P FOR PIPE 8"a & LARGER, USE (4)1 a TIE RODS MIN. PIPE STRAP WALL BELOW GRADE � SEE DETAIL PROVIDE 1/16" GASKETS DETAIL CD 0Zv~i PROVIDE 120' CRADLE SUP. EACH FLANGE FACE (TYP) FLEXIBLE COUPLING NTS - -Y4" CHAMPER (TYP.) #4 @ 10" E.F. NEOPRENE PAD HEX NUT & LOCK WASHER UALLY A o SEE TYPE "1" TYP ALL BOLTS Et _ a _.._....._ #4 © 10" DOWELS E.F. 1/16' + (MIN. 3 REQUIRED) CUR. o #4 E.F. PIPE FLANGE BOLTS ARE -' TO EXTEND THROUGH FLANGES It Et ID CONTRUCTION JOINT THRUST RINGS T #4 10" E.F. (OMITTED FOR CLARITY) 1/2T 1/2T POUR AGAINST (MIN. 3 REQUIRED) Et FLANGE SHALL BE UNDISTURBED DRILLED AND TAPPED FLANGE/WATER STOP EARTH INTERMEDIATE FOR STUDSTYPE " 3" PIPE DIAMETER CLEAN OPENING OF ° NTS AND MATERIAL DEBRIS AND APPLY a.: ` VARIES BONDING AGENT TO NOTE: CARRIER PIPE AS DRY AND CLEAN SURFACE USE PIPE SUPPORT ON CONCRETE SHOWN ON PLANS PRIOR TO PLACING GROUT SLABS. PROVIDE #4 @ 10" DOWELS OR GROUT #5 @ 10" 1 %"0 DRILLED CUT OPENING IN CONCRETE PIPE SUPPORT DETAIL �E0FT`1. -- NON -SHRINK GROUT HOLES 8" DEEP. cR••q�� -- EXISTING WALL OR FLOOR SLAB AS ":' *AS SHOWN FOR PIPES 16" DIAMETER OR SMALLER 1 REQUIRED FOR NEW �'+ _ _ SMITH BLAIR RESTRAINT PLATE SIZED PER EXISTING CONCRETE DETAIL C F * *I, ::..:.,... 2-3/4" PROJECTION WALL PIPE / SMITH BLAIR INFORMATION APPROPRIATE / WALL OR FLOOR SLAB � •RODNEY W. CHAPIN � 4 TO PIPE SIZE & DESIGN PRESSURE. USE A MINIMUM OF 4 TIE RODS. NTS _ �1Po 81014 Q��i STEEL PLATE THRUST RINGS. THICKNESS TO BE AT LEAST AS „ THICK AS PIPE FLANGE FOR 12 DIAMETER PIPE & LARGER "THIS RECORD DRAWING HAS BEEN PREPARED, WALL PIPE TO BE INSTALLED ENTIRELY OR IN PART ON "THE BASIS OF THRUST HARNESS FOR FLEXIBLE COUPLING UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN DETAIL CB DETAIL CE NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 NTS - OR OMMISIONS WHICH MAY HAVE BEEN NTS - INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING DESIGNED BY: C. SQWELLS . 19863-31926 DRAWN BY: S. BAKER FILE NAME:O MZPPDT03.dwg SHEET CHK'D BY: C. SOWELUS consulting•engineering•construction•ope2tions LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL SHEET 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHK'D BY: R. DRIVER SLUDGE HANDLING FACILITIES IMPROVEMENTS DETAILS III REV. APPROVED BY: MZ-3 R. CHAPIN CITY OF LA PORTE, TEXAS NO. DATE DRWN CHKD REMARKS DATE: cc ffl LU m 0- z z C7 2 Q 0 o cc a 0 c� w Rpm U) (n _I LU Q 1— LU J � U� U Q Z Z Z LU _ � U) .J Q �0zz f���u c c CD N c N N n J vi tL w D_ x 0 v- 0 E r7 O 0 O 0 N O It O 0 o. a_ N / U U N r7 co ro On On 15" RADIUS — 1/4" ALU PLATE 1/4" RADIUS (TYP)—/ F SS EXP 14" DIA CONCRETE_/ SUPPORT r-1 9" RADIUS 1/4" ALL F 1/2" ALU PLATE WELD TO PIPE HOSE RACK WELD GUSE TO PIPE & 3" ALL PIPI YARD HYDRANT HOSE RACK DETAIL DA NTS — PRESSURE GAUGE OR PRESSURE SWITCH (REFER TO SPECS) S.S. PROTECTIVE DIAPHRAGM 1/2" BALL VALVE 1/2" BALL VALVE 1" X 1/2" 3/16" 300 lb BUSHING PIPE _____� 1" — 300 lb HALF CPLG — WELD TO PIPE OR TAPPED CONNECTION FOR DI NOTE: USE DIAPHRAGM SEALS AND VALVES FOR ALL CHEMICALS, SEWAGE, SLUDGE AND OTHER LIQUIDS CONTAINING SOLIDS PRESSURE GAUGE OR SWITCH DETAIL DC NTS — 2/06 JHM I CWS I REVISED FOR THE RECORD REV. N0. DATE DRWN CHKD REMARKS 2" 0) 1/4" GUSSET PLATES 4 EACH 0 0 TOP VIEW 1-1/2" 1 6" 1-1/2" 5/8" DRILL (4 HOLES) I 0 rC`t 0 0 t N 41C„ 1L„ I 9" SECTION F-F NOTE: FURNISH 100' OF 3/4" ID RUBBER HOSE AT EACH YARD HOSE STATION HOSE SHALL BE DESIGNED FOR 150 PSI WORKING PRESSURE & SHALL HAVE TWO CORDS OF TIGHTLY BRAIDED REINFORCING & FLEXIBLE NEOPRENE EXTERIOR THAT RESISTS OIL, GREASE, ABRASION & SEVERE WEATHER CONDI— TIONS FOR INDUSTRIAL USE BOTH ENDS OF HOSE SHALL BE THREADED, ONE END MALE, ONE END FEMALE PROVIDE A TYPICAL RUBBER COVERED SPRAY NOZZLE WITH SWIVEL TYPE ADAPTORS, OR EQUAL, LEVER ACTION, RATED AT 150 PSI 3/4" P WATER SUPPLY CAST BRASS SPLIT RING WALL HANGERS (TYP) — GLOBE VALVE (TYP) - STAINLESS STEEL NOZZLE HOLDER 1/8" THICK PLco ATE 0 STAINLESS STEEL HOSE RACK — 1/4" THICK 302 STAINLESS STEEL FINISHED FLOOR WASH HOSE STATION "B" DETAIL DD NTS — DESIGNED DRAWN BY:: C. $DWELLS IN T. GENTRY SHEET CHK'D BY: C. SOWELLS consulting • engineering • construction • operations cRoss CHK'D BY: R. DRIVER APPROVED BY: R. CHAPIN DATE: 13" 3/4" HOSE (50') 4" 150 lb. BLIND FLAT DRILL AND FOR NTP I, 4" FLANGE OUTLET OR SERVICE S, SEE NOTE MAIN PIPE NOTE: FOR STL PIPE, USE THREADOLET OR HALF COUPLING TYPE 1 3/4" HOSE BIBB, TYP SEE NOTE 4 GALV U BOLTS (1 EACH SIDE OF PIPE) GALV STL PLATE SIZE AS REQ'D PIPE CLAMP, TYP SCHEDULE 40 GALV STEEL PIPE FROM LAST TEE OR ELBOW SEE NOTE 1 AIR -VACUUM AND AIR RELEASE VALVE BALL VALVE WITH SCREWED END SCHEDULE 80 STL NIPPLE - SIZE PER AIR -VACUUM AND 4" FLANGED AIR -RELEASE VALVE (TYP OUTLET, OR OF 2) WELDOLET WITF WELD NECK FL GALV. STEEL PIPE TO NEAREST DRAIN SUPPORT AS NECESSARY -AIR GAP HUB DRAIN, SCRUPPER, OR DRAIN MAIN PIPE AIR RELEASE AND VACUUM DETAIL DB NTS — o SUPPLY LINE (TYP) a SHUT OFF VALVE SEE NOTES 1/4"0 304 a UNION (TYP) SS EXPANSION 0 BOLTS (4 REQ'D) 3/4" HOSE BIBB, TYP SEE NOTE 4 ..a v 10 a 9�_ 7 1/2" 4 I � I a p a I FLOOR ro \ a d d d 0 TYPE 2 4"—FLG'D AIR —VACUUM AND AIR RELEASE VALVE 4" ECCENTRIC PLUG VALVE GALV STEEL PIPE TO DRAIN SUPPORT AS NECESSARY 'AIR GAP \—HUB DRAIN, SCRUPPER, OR DRAIN 20" PIPE SUPPORT 3/4" HOSE BIBB, TYP SEE NOTE 4 o io I a V-6" M FLOOR NOTES: 1 HOSE RACK AND RUBBER HOSE DESCRIBED ON THIS DETAIL SHALL BE PROVIDED IF SO NOTED ON DRAWING UNIT SHALL BE FABRICATED FROM 1/8" A-36 STEEL PLATE AND HOT DIPPED GALV AFTER FABRICATION 2 FURNISH 50' OF RUBBER HOSE (BOSTON INDUSTRIAL WATER OR EQUAL) AT EACH HOSE STATION HOSE SHALL BE DESIGNED FOR 150 PSI WORKING PRESSURE NEOPRENE EXTERIOR THAT RESISTS OIL, GREASE, ABRASION AND SEVERE WEATHER CONDITION FOR INDUSTRIAL USE BOTH ENDS OF HOSE SHALL BE THREADED, ONE END MALE, ONE END FEMALE PROVIDE A RUBBER COVERED SPRAY NOZZLE WITH SWIVEL TYPE ADAPTORS, (STRAHMAN MODEL 70) OR EQUAL, LEVER ACTION, RATED AT 150 PSI 3 INSIDE DIAMETER OF HOSE SHALL BE SAME AS HOSE VALVE 4 PROVIDE VACUUM BREAKER-BACKFLOW PREVENTER (NIDEL 34H) OR EQUAL "THIS RECORD DRAWING HAS BEEN PREPARED, INTERIOR HOSE STATION ENTIRELY OR IN PART ON "THE BASIS OF DETAIL DE UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NTS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS v �S•�� .............................. n RODNEY W. CHAPIN �r ............................ . 1.4% _ 81014 :;� THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: MZPPDT04.dwg STANDARD MECHANICAL SHEET DETAILS IV MZ-4 W z z a m f a w z N d w '3 o in _ 2 'g Z_ z a 'm2. w a �o � Ig o w a U a w Q Q J L~LI UJ L¢I.. U in 0 In ti zQ z� d Z W r 0fy, Q m 0 z` N 0 �dUu') N i C4 0) -1 CD �? I CD N N 6i N 'cp t j D_ x 0 0 E QD 0 o 0 N 0 Ln o i 0 a a_ N / U N / LO N r) / r) co CO a A B C D E f G H 1" PVC TRUE UNION BALL VALVE' OR DIAPHRAGM VALVE FOR SODIUM HYDROXIDE SERVICE SCH 80 PVC REDUCING BUSHING (IF REQUIRED) (TYP) t0A HOR BOLT DIM AS REQ'DEXPANSION GATE OR VALVE HOR 1 STEM BY MFGR 1" FEMALE COUPLER -SCH 80 PVC PIPING o QUICK DISCONNECT FITTING (SIZE AS SHOWN (SEE NOTE 1) ON DRAWINGS) 1" SCH 80 PVC NIPPLE � III 111111 1" PVC TRUE UNION ADJUSTABLE CAST BALL VALVE OR DIAPHRAGM IRON STEM GUIDE W VALVE FOR SODIUM HYDROXIDE SCH 80 PVC SST BOLTS AND / p SERVICE REDUCING BUSHING (IF REQUIRED) p PVC NUTS AS REQ'D BY oa MFGR a MIN 3/4" DIA SST ANCHOR — BOLTS, NUTS AND WASHER. SIZE, LENGTH, AND THREAD PROJECTION AS REQ'D BY MFGR 1" FEMALE COUPLER VALVE OR GATE STEM GUIDE QUICK DISCONNECT FITTING VC PIPING (SEE NOTE 1) SHOWN DETAIL EA INGS) 1" SCH 80 PVC NIPPLE NTS _ NOTE 1 FEMALE COUPLER SHALL BE PVDF W/ SST CAMS AND BE COMPATIBLE WITH PROCESS FLUID AS MANUFACTURED BY THE DYMAX GROUP, PLEASANTON, CA., OR EQUAL. 2 FLUSHING CONNECTIONS FOR CHEMICAL FEED SERVICE DETAIL EB NTS - LOCK SHIELD VALVE (SIZE AS NOTED) 1 1/4" FLOW SWITCH FLOW CONTROL DEVICE STAY OPEN BALL VALVE HANGER ROD SHALL BE SECURED TO STRUCTURE MEMBER CLEVIS TYPE HANGER STANDARD VALVE STEM, CASING, AND COVER EMERGENCY SHOWER STANDARD VALVE SEE DETAILS THIS SHEET WALL HANGAR STEM, CASING, AND COVER SEE DETAILS THIS SHEET � 3 \ / / PULL HANDLE ) l 3/4„ oBODY/_ ( L U J SPRAYHACE OSE_ 1 /4 PIPE O.D. J a EYE WASH UNIT Z J r L U-1 U 'eee>O� a ��pZEOFT4gS��J 12" MIN. CONCRETE CRADLE o • • CONCRETE CRADLE . , .• ', • / i *� • � '�*JJ FOR ALL HORIZONTAL 12" MIN. FOR VALVES 12" v*'...............................i VALVE SIZES AND LARGER ° o f RODNEY W. CHAPIN IJr ............................... 12' MIN. (2500 P.S.I. MIN.) ( ) J•o: 8 10 14 r�i 2500 P.S.I. MIN. � tom.. 12' MIN. Je°�PFcisTER�'?``�� n FS••........ k er %'%/%O : EN„ HORIZONTAL VALVE INSTALLATION VERTICAL VALVE INSTALLATION THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN DETAIL EC DETAIL ED PE 81014 ON SEPTEMBER 5, 2002 NTS _ NTS _ NOTE RECORD DRAWING 4 1 DETAIL FOR TYPE "B" ES/EWU NOT SHOWN. SEE SPECIFICATIONS FOR BOTH TYPE "A" AND "B". "THIS RECORD DRAWING HAS BEEN PREPARED, EMERGENCY SHOWER AND EYE WASH UNIT (ES/EWU) — TYPE "A" ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND DETAIL EE FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR NTS — OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." DESIGNED C. $DWELLS DESIGN BY:: T. GENTRY PROJECT NO. 19863-31926 FILE NAME: MZPPDT05.dw9 SHEET CHWD BY: C. SOWELLS LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL consulting •engineering• construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS SHEET 2/06 JHM CWS REVISED FOR THE RECORD CROSS cHK'D BY: R. DRIVER DETAILS V REV. DATE DRWN CHKD DATE: APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS MZ-5 N0. DATE: ^/ n n m � a 0z M u� (n J_ W F- I- LU J0 UJ LQ Zz J= Z W S U ry J OZ C Q 0 nn.00rn o �2 N 40 co A EXISTING FLEXIBLE BASE 2" MIN HMAC SURFACING - NOTES "D"=DIAMETER OF PIPE. "OD"=OUTSIDE DIAMETER OF PIPE. REACTION BLOCK DIMENSIONS MAY BE MODIFIED IN THE FIELD BY THE ENGINEER DEPENDING ON THE SOIL BEARING PRESSURE. UNDISTURBED EARTH (TYP) EXISTING ASPHALT SURFACE w EXISTING SUBGRADE BASE REPAIR SHALL BE MADE WITH FLEXIBLE BASE MATERIAL PER SPECIFICATIONS SECTION A REPAIR OF FLEXIBLE BASE PAVEMENT UNDISTURBED EARTH (TYP) x 0 � a U z Ld Of H UNDISTURBED EARTH \ 3 "D%3 "D" CROSS & PLUG 11 1 /4 — 22 1 /2♦ LIMITS OF PAYMENT MAX 3 "D"/2 MIN 6" MIN \ a' ?.a :a jy41 G G' o REACTION BLOCK /�\\jam\\��\\j\\// 2,500 PSI CONC MIN (TYP) 3 "D" MIN SECTION THRUST BLOCKING DETAIL EA NTS SAWED JOINT (SEE NOTE 1) EXISTING CONCRETE BEND BACK STEEL TO ORIGINAL SURFACE POSITION AND SPLICE (SEE NOTE 2) VA °° 18 �c ° ° t8 EXISTING SUBGRADE 2" SELECT BACKFILL MATERIA 12 VACONCRI BLE EDGE OF TRENCH NEPLACED ACCORDANCE WITH SHALL BE SPECIFICATIONS PIPE EMBEDMENT AND BACKFILL PER (SEE NOTE 3) COH STANDARD SPECIFICATIONS FOR SIZE AND SPACING VARIABLE OF REINFORCING (SEE COH STANDARD DETAIL) SECTION B REPAIR OF REINFORCED CONCRETE PAVEMENT DESIGNED C. SOWELLS IIIII' . DRAWN BY: T. GENTRY SHEET CHWD BY: C. SOWELLS consulting •engineering • construction • ope2tions 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHWD BY: R. DRIVER APPROVED BY: R. CHAPIN REV. DATE DRWN CHKD REMARKS NO. DATE: LIMIT OF PAYMENT �- (MAX) UNDISTURBED EARTH (TYP) UNDISTURBED EARTH (TYP) 2" MIN HMAC SURFACING - �Y//AV//AV//A .••_ D EXISTING 2' NON -REINFORCED CONCRETE SELECT BACKFILL MATERIAL 1<VAR EDGE OF TRENCH PIPE EMBEDMENT AND BACKFILL PER COH STANDARD SPECIFICATIONS \t o 5i 3 #4 BARS EQUALLY SPACED LIMITS OF PAYMENT (MAX) ELEVATION — OVERBREAK UNDISTURBED EARTH ELEVATION — UNDERBREAK „D„ "OD"+12" MIN „D„ a� � z e G a//\ _ Z // o C\//\ z \ o'. .. o.:a a. y/ e o \ M \ c a/ N 2,500 PSI 3 "D" MIN 3 "D" CONC (MIN) UNDISTURBED MIN (TYP) EARTH (TYP) SECTION — OVERBREAK SECTION — UNDERBREAK DOWEL (TYP, USE DOWELS AS PER NOTE 1) EXISTING ASPHALT SURFACE EXISTING SUBGRADE i-12" REPLACED CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS (SEE NOTE 3) VARIABLE I - FOR SIZE AND SPACING OF REINFORCING (SEE COH STANDARD DETAIL) SECTION REPAIR OF NON —REINFORCED CONCRETE PAVEMENT NOTES: 1. EXPOSE 15" OF REINFORCING STEEL AT PROPOSED SAWED JOINT. IF NO REINFORCING STEEL EXIST, USE HORIZONTAL DOWELS. HORIZONTAL DOWELS SHALL BE #6 BARS, 24" LONG, 24" C-C, DRILLED AND EMBEDDED 8" INTO THE CENTER OF THE EXISTING SLAB, WITH "PO ROC" OR EQUAL. 2. IF REINFORCING CONCRETE IS OVERLAYED WITH ASPHALT, REPLACE WITH 2" MIN HMAC SURFACING. 3. CENTER REINFORCING IN SLAB THICKNESS. PAVEMENT REPAIR DETAIL EB NOT TO SCALE - LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS DOWEL (TYP) (USE NO DOWELSAS 2" MIN HMAC PER SURFACING EXISTING ASPHALT SURFACE EXISTING 2^ ,8„ o° ° ° EXISTING BRICK NON -REINFORCED I� CONCRETE EXISTING SUBGRADE SELECT BACKFILL MATERIAL VARI BLE 12 REPLACED CONCRETE SHALL BE EDGE OF TRENCH IN ACCORDANCE WITH SPECIFICATIONS (SEE NOTE 3) PIPE EMBEDMENT AND BACKFILL PER COH STANDARD SPECIFICATIONS — VARIABLE FOR SIZE AND SPACING OF REINFORCING SECTION (SEE COH STANDARD DETAIL) REPAIR OF NON —REINFORCED CONCRETE PAVEMENT WITH BRICK "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." STANDARD MECHANICAL DETAILS VI *• h: - - •:J �*1 iliI�P.I�Tfl�i]:LI�Ia S% _ 81014 :;9z THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RODNEY W. CHAPIN PE 81014 ON SEPTEMBER 5, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: MZPPDT06.dV U) -� Lu Q a W J N � z aQ z �0 iu 0`i'0 Q Z 2: Z_Q � 1 Z � Z LLI w c =Cr (] = w y JO0 a¢ N r T <Q J nac/)tn c �rn w fJOf N NT .c a o f� E 1 N 7 A B C D E F G H FINISHED FLOOR SURFACE FLOOR DRAIN STRAINER ROUGH FLOOR SLAB , -z ..... _ MIN 36" SQUARE 1" PLUG VALVE (OR AS SHOWN) i QU CFEMAKL CONNECT 0 tl 0 0 D 0 O D D D ❑ COUPLING ° (SIDE MOUNTED) BLIND FLANGE TAPPED FOR 1" NPT - MATCH INV HALF CPLG INSTALL BEFORE PIPE IS LINED LEAD PAN OR WATERPROOFING MEMBRANE CLAMP PAN TIGHTLY INTO DRAIN COLLAR 1" CLOSE NIPPLE (OR AS SHOWN) DRAIN BODY POURED IN PLACE - RECESS FEMALE 1/2" BELOW ROUGH QUICK CONNECT CPLG, KAMLOK OR SLAB SURFACE EQUAL (INSTALL FOR AIR AND WATER) (END MOUNTED) * CONTRACTOR TO PROVIDE P-TRAP FOR ALL FLOOR DRAINS FLUSHING COCK FLOOR DRAIN DETAIL GA DETAIL GB NTS _ NTS PVC WATERSTOP RING ON PIPE o o D.D 2" MIN 2" MIN o. 2 0 PVC PIPING REDUCING BUSHING p , TO CHEMICAL PIPE SCH 80 PVC SIZE WHERE REQUIRED WALL PIPE p 0 NOTE: 1 ALL CHEMICAL PIPE WALL PENETRATIONS SHALL BE 2 INCH MINIMUM DIAMETER. IF CHEMICAL PIPE IS LARGER THAN 2 INCH, THE WALL PIPE SHALL BE THE SAME SIZE AS THE CHEMICAL PIPE. NEW WALL EXISTING CONCRETE WALL PROVIDE PREMOLDED ADHESIVE WATERSTOPS PVC WATERSTOP AS SPECIFIED IN SECTION 03250 3 RING ON PIPE o 0 °' ° 2" MIN a ' ° 2" MIN n ' PVC PIPING REDUCING7BUSHINGTO CHEMISCH 80 PVC SIZE WHE° WALL PIPE 0 o NON -SHRINK CEMENT GROUT ROUGHEN SURFACE APPLY EPDXY ADHESIVE NOTES 1 CORE HOLE THROUGH WALL APPROX SAME DIA AS OD OF WATERSTOP RING. CHIP CONC BACK ADDL 2' ALL ARND LEAVING EXIST REINF TEOFT fr � ,: p, ........... EXPOSED. iy� ..91p J 2 ALL CHEMICAL PIPE WALL PENETRATIONS SHALL !!/ .. .............................J BE 2-INCH MINIMUM DIAMETER. IF CHEMICAL PIPE IS RODNEY W. CHAPIN LARGER THAN 2-INCH, THE WALL PIPE SHALL BE THE r ................i 8101 Jj4 SAME SIZE AS THE CHEMICAL PIPE. �I°`GISTE EXISTING WALL "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF CHEMICAL PIPE WALL PENETRATION — UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED WITHIN COMMON STRUCTURE FURNISHED BY OTHERS TO THE PREPARER WHO IS AND SEALED BY RODNEY W. CHAPIN DETAIL GC NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR PE 81014 ON SEPTEMBER 5, 2002 OR OMMISIONS WHICH MAY HAVE BEEN NTS _ INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING DESIGNED BY: C. SOWE . 19863-31926 JNAME: O DRAWN BY: P. BULOT OT FILE MZPPDT07.dwg SHEET CHK'D BY: C. SOWELLS LITTLE CEDAR BAYOU WWTP STANDARD MECHANICAL cRoss cHK'D BY: R. DRIVER consulting •engineering•construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS DETAILS VII SHEET 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: R. CHAPIN CITY OF LA PORTE, TEXAS M Z— 7 REV. NO. DATE DRWN CHKD REMARKS DATE: q q. GENERAL STRUCTURAL NOTES w LU _z 2 cm G a z Z 0 uz �•n Q Q cccc a Q 0 u� W (n Z LU — E- ~ U_ Z Z_CL LU Z Y Q (/) S H 0O Z J OU 0 � CL 0) I 7 DESIGN CRITERIA CODES: - STANDARD BUILDING CODE (LATEST EDITION) - SANITARY STRUCTURES: ACI 350R "CONCRETE SANITARY ENGINEERING STRUCTURES" - OTHER STRUCTURES: REINFORCED CONCRETE: ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" MASONRY ACI 530/ASCE 5/TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". - AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION - THE ALUMINUM ASSOCIATION, ALUMINUM DESIGN MANUAL 2000 - PROCESS RELATED STRUCTURES: STAIRWAYS 100 PSF WALKWAYS 100 PSF PROCESS SLABS ON GRADE 200 PSF SUPERIMPOSED DEADLOADS - ROOFS AS NOTED - FLOORS AS NOTED WINDLOADS - BASIC WIND SPEED 130 MPH - IMPORTANCE FACTOR 1.15 - EXPOSURE C - DESIGN PRESSURES: PER SBCCI SECTION 1606 REQUIREMENTS CONCRETE 28 DAY STRENGTH - CONCRETE FILL AND DUCT ENCASEMENT 2500 PSI - CONCRETE OVERLAY SLABS AND PAVEMENT 3000 PSI - COLUMNS, BEAMS, SLABS, WALLS AND FOOTINGS 4000 PSI - PRESTRESSED CONCRETE 5000 PSI FOUNDATIONS - ALLOWABLE BEARING PRESSURE FOR SPREAD FOOTINGS OVER SUBSURFACE PREPARED AS PER SPECIFICATIONS : 1500 PSF GEOTECHNICAL REPORT GEOTECHNICAL REPORT BY EARTH ENGINEERING, INC. DATED APRIL 23, 2001. INTERPRETATION OF THE CONTENTS OF THE GEOTECHNICAL REPORT IS THE RESPONSIBILITY OF THE CONTRACTOR. FLOTATION CONSIDERATION STRUCTURES WERE DESIGNED TO BE NON -BUOYANT AFTER THE STRUCTURE IS PLACED INTO SERVICE; THEREFORE, THE STRUCTURE MAY BE BUOYANT DURING CONSTRUCTION. GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES (NEW AND EXISTING) FROM FLOTATION DURING CONSTRUCTION REGARDLESS OF GROUND WATER LEVELS, UNTIL STRUCTURES ARE PLACED IN OPERATION. 211 11111111111F AL, ALL, ALUM ALUMINUM AN ANODIZED N BLDG BUILDING BOT BOTTOM J CJ CONTROL JOINT CMU CONCRETE MASONRY UNIT 6i CONC CONCRETE w CONST JT CONSTRUCTION JOINT G� CONT CONTINUOUS x DIA DIAMETER DWG DRAWING EF EACH FACE ° EJ EXPANSION JOINT 0 EL ELEVATION EW EACH WAY EXP EXPANSION N FE FIRE EXTINGUISHER v FF FAR FACE FRP FIBER REINFORCED PLASTIC FTG FOOTING o HORIZ HORIZONTAL o HP HIGH POINT o ID INSIDE DIAMETER JT JOINT C\v LP LOW POINT O MAT'L MATERIAL MAX MAXIMUM 0 0 0 c� z -I In 7 In / N rr) t0 00 2/06 JHM CWS REVISED FOR THE RECORD j D REV. NO. DATE DRWN CHKD REMARKS GENERAL CONDITIONS ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL, AND SHOP DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK. FOR ALL ITEMS EMBEDDED IN OR PASSED THOUGH CONCRETE, THE CONTRACTOR SHALL INITIALLY REFER TO MECHANICAL, HEATING, AND VENTILATION DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS. THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION, AND OTHERS. SIZE AND LOCATION OF EQUIPEMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT MANUFACTURERS REQUIREMENTS. ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE ADEQUATELY ISOLATED FROM THE STRUCTURES. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. PRECAST PRESTRESSED CONSTRUCTION ALL PRECAST PRESTRESSED MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE SPECIFICATIONS. EQUIPMENT LOADS SHALL BE CONSIDERED AS REQUIRED. CONCRETE ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 REQUIREMENTS (LATEST EDITION). ALL CONCRETE SHALL BE AIR -ENTRAINED WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS U.O.N. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPIATE CURING COMPOUND AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS. MIN MO MISC NF N TS OC PLF PM PT PROJ PSF PSI PTO RO SPECS SS STD STL REINF TB T&B T/STRUCTURE TYP UN VERT WWF MINIMUM MASONRY OPENING MISCELLANEOUS NEAR FACE NOT TO SCALE ON CENTER POUNDS PER LINEAR FOOT PRESSED METAL PRESSURE TREATED PROJECTION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINTED ROUGH OPENING SPECIFICATIONS STAINLESS STEEL STANDARD STEEL REINFORCEMENT TIE BEAM TOP AND BOTTOM TOP OF STRUCTURE TYPICAL UNLESS NOTED VERTICAL WELDED WIRE FABRIC DESIGNED BY: M. COUGHLIN DRAWN BY. M. LEON/ SHEET CHK'D BIT. MONTEMAYOR CROSS CHK'D BY: B. EREL APPROVED BY: B. EREL DATE: REINFORCING STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC ASTM A185 - CONCRETE CAST AGAINST EARTH 3" - FORMED SURFACES IN CONTACT WITH SOIL, 2" SEWAGE, WATER OR EXPOSED TO WEATHER - FORMED SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL: - SLABS, WALLS, AND JOISTS" - BEAMS AND COLUMNS 1}" LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS ON GRADE SHALL BE AS FOLLOWS: MINIMUM REINFORCING THICKNESS 6" 1 8" 1 10" 12"-16" 18"-22" 24" REINF. EACH WAY #4AT12" #5AT12" #4AT12" #5AT12" #6AT12" #7AT12" LOCATION CENTER CENTER EF EF EF EF ................., BILGIN EREL ................., - 88893 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING SHEET INDEX S-1 STRUCTURAL NOTES, KEYPLAN AND SHEET INDEX S-2 AEROBIC DIGESTER - BASE SLAB PLAN S-3 AEROBIC DIGESTER - T/ STRUCTURE PLAN S-4 AEROBIC DIGESTER - SECTIONS S-5 AEROBIC DIGESTER - ENLARGED DETAILS S-6 AEROBIC DIGESTER - MISCELLANEOUS DETAILS S-7 FILTER PRESS BUILDING - FOUNDATION PLAN S-8 FILTER PRESS BUILDING - BASE SLAB PLAN S-9 FILTER PRESS BUILDING - ROOF FRAMING PLAN S-10 FILTER PRESS BUILDING - SECTIONS S-11 FILTER PRESS BUILDING - ELEVATIONS - CMU REINFORCEMENT S-12 FILTER PRESS BUILDING - FLOOR PLAN S-13 FILTER PRESS BUILDING - ROOF PLAN S-14 FILTER PRESS BUILDING - ELEVATIONS S-15 FILTER PRESS BUILDING - BUILDING DETAILS S-16 FILTER PRESS BUILDING - TRUCK LOADING CANOPY SD-1 STANDARD DETAILS 1 SD-2 STANDARD DETAILS 2 SD-3 STANDARD DETAILS 3 SD-4 STANDARD DETAILS 4 consulting - engineering - construction - operations MASONRY - DESIGN COMPRESSIVE STRENGTH OF MASONRY AT 28 DAYS f'm = 1500 PSI - ALLOWABLE STEEL STRESS fs = 24,000 PSI CONTINUOUS INSPECTION IS REQUIRED FOR ALL MASONRY WORK. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6-99/TMAS 602-99). MATERIALS - BLOCK: CONFORM TO ASTM C90 - GRADE N, TYPE 11 TWO -CELL, 12"x8"x16" AND 8"x8%16" (COMPRESSIVE STRENGTH, GROSS AREA 1000 PSI) - MORTAR: CONFORM TO ASTM C270, TYPE S, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - 1800 PSI. UTILIZE TYPE II CEMENT AND TYPE S LIME. - GROUT. CONFORM TO C476, COARSE GROUT. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS - 2500 PSI. - STEEL: DUR-O-WALL OR EQUAL JOINT REINFORCEMENT AT EVERY THIRD COURSE (24" O.C.). BOND BEAM AND FILLED CELL REINFORCEMENT AS PER DRAWINGS (ASTM A615, GRADE 60). CONSTRUCTION - ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING LINTEL BLOCK OR TIE BEAMS. - MAX. CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL OR COLUMN POURS IS TO BE 8'-0". THE CONCRETE FOR FILLED CELLS SHALL BE RODDED OR PUDDLED DURING PLACEMENT TO INSURE COMPLETE FILLING TO THE BLOCK CORE. - SEE STANDARD DETAILS AND ARCHITECTURAL DRAWINGS FOR LINTEL REQUIREMENTS OVER OPENINGS. - PROVIDE CLEAN OUT AND INSPECTION BLOCK OUTS IN CELLS CONTAINING REINF. LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS SITE PLAN N TS STRUCTURAL STEEL DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND THE DESIGN DRAWINGS. ALL STRUCTURAL STEEL: ASTM A36 ALL PIPE: ASTM A53 GRADE B THE FABRICATOR SHALL DESIGN AND DETAIL ALL PARTS OF CONNECTIONS NOT FULLY DETAILED ON THE DESIGN DRAWINGS. THE NUMBER OF BOLTS AND OTHER SIMILAR ELEMENTS SHOWN ON THE DRAWINGS ARE PICTORIAL ONLY. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX. BOLTED CONNECTIONS: — MAIN CONNECTIONS: 3/4" DIA ASTM BOLTS. HOLES: 13/16" DIA CONNECTIONS SHALL BE "BEARING" TYPE WITH THREADS EXCLUDED FROM THE SHEAR PLANE. — SECONDARY CONNECTIONS: 3/4" DIA (UNLESS NOTED) ASTM A307 GRADE A BOLTS. — ALL CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS. GUSSET PLATES SHALL BE A MINIMUM OF 3/8" THICK. "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." STRUCTURAL NOTES KEYPLAN AND SHEETINDEX PROJECT NO. 19863-31926 FILE NAME: SLNGD001.dwg SHEET �l I Z Wm �g UU) LL� U m Z� J W 0 F- Z CO aWr^^ V �U �— CO co O O nILWm a� CD cli %l6W i N N <t J 6i L, W X L O w 0 O E 0) (Ij d' O O O \ N O N O O J d Q N O LO N 0) O 0) c w Ipy�q Z cW C a Z Z M z Qcl O MM ¢ IL QU N I N N 7 M J LLI LJ x X r. 0 0 N M d u) a W N F— C w JZ zN 2m x Q0 U-U W 2 3 om - (� � _ Z� Z u W a F r X w _ ¢ o I (7 0 ¢o o J U I¢ �� 00 r CO 0 v� o n W Qrn 0) o N U V yit \ 2 z LU § ui :3 \ M, 2 R 0 0 & O R a � \� E i| < y2 LL w \ z\ _ z\ t c / < i §&�) . `\ (D ) _C) /�\$ \ o . .| \ (b ..... \ \ � �\| �| �| �| \ � � q (n J W Q H H Jui V z J W � W z Q W S Ur � 0 JU �-U)co O rN,,CLWLn Q CY) Q co N Ch Lo N N d- M J N LLJ W x X m 0 w 0 M d- O O O F Q N (n N D1 M M 00 0) O \ ] \ §j § ] \ }®�. \ O E§ z _ .\L kz \&] \\ \�\ 2� ] // \ / Ij§ ] o .�, \ \ G \ ] j ] . j ] ] ] � -=7 Z[- O m W LU z cW G 0 C Z Q 0 m 0 g ,VMY CO CL a co 0- CID 9 N W V7 ;i t¢i < 0 m x z� z �i; 2 � E 10 M zm 11 m m =CO ODo Cn W Io 0 1, n X ¢ ¢ o J CL V) c� LU j I J m �LL0)00 U-) N N d- r7 J vi L w Of x L 0 0 0 E 0 0 0 N 0 00 0 0 J D_ D_ U) / / N r7 0) a B BA C •�'— N—a AEROBIC DIGESTER 71'-4" -811 V-6" 11- 47'-0" 20'-2" 14'-0" 0 1/2" EXP. JT. MAT. LP 5' 10" SLAB EL. 13.2� o\ ~ 0 SLOPE ' SLOPE I V) r 16X28 CONICo p w z z 01 COLUMN TYP U 00 o 0 5 PLACES w V) CONST. JT. 00 0 � II II II II II I C1 II II - -1-- ----- IIII I1II1IIIIIIIIIIIII11 IIIIIIIIIIIIIIIIIDI1 -- — — —1IIIIIIIIIIIIIII -- -------- — —�c2— — II _— _— —S-a10 o3'-0. 1 -CONVEYOR 5-241z' z"21 1 10,4-3 1 1 12' 2j„ —I � -----L-- - - - - -I L------ - EL FILTER Si I I I BEFIAR P SS I I CONST. JT. A SEE DETAIL sLAB 3.s 1I to _l L_ I ——I I— � ——I I— J I 12X16 CONICLO r ELECTRICAL COLUMN COORDINA E LOCATIONWITHQUIPM T ROOM MANUFACTURIER.2 s-10 lip 14" SQ. TYP• Pi •-;..;- II II I II I) II I II- 0 I ( per- I ( - - CONST. JT. NLO I I I I _j L �� I I Q V18%8" W\-lI II- -J I- -----jI-I I-- -� -- --I-----I------7 r------I -I F------7 ---1 I ------ ----- I I I I 1 1 I I CONC. bUf$B 0 I 77V S� ( I I SEE PLATFORM (NOTES I I I I I I I EL. 14.00' I I I I I I I I I POLY t E FEED I I I I I I I I I I I I I FILTE RESS I I I I I I I I I I I I I I I NOTE: I I 1 1 I I I I I I (( I 1 I I 10" SLAB REINF. #5AT8" T&B, EW II II II II II II i II C1 I I I I I I I I I I I I C1 I i t LP 10" SLAB EL. 13.25 00 T 10" SLAB EL. 13.25' REINF: #5AT8" T&B,EW 3 4 S-10 S-10 EXISTING CONC. SLAB PLAN PLATFORM NOTES: 3/16" = 1'-0" 1- DIMENSIONS OF PLATFORM TO BE COORDINATED WITH EQUIP. MANUF. TO SUIT PLATFORM TO EQUIP. 2- ALL MEMBERS ARE ALUM. SIZES ARE AS FOLLOWS: POSTS: 4x4x1/4"- 1/2 BASE PLATE BEAM: C1Ox10.4 DIAGONALS: L 3x3x1/4" 3- ALL BOLTS: 3/4" SS DESIGNED BY: M. COUGHLIN DRAWN BY: M. LEONARD SHEET CHKD B)T- MONTEMAYOR consulting •engineering •construction •operations 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHKD BY: B. EREL REV. APPROVED BY: B. EREL NO. DATE DRWN CHKD REMARKS DATE: 1/2 " EXP. JT. MAT. e COLUMN SHEDULE MARK Ct C2 SIZE 16"x28"-16"/12" 16%12" REINF. 8 #8/ 6 #8 6 #8 TYPE A/B B TIES #3 AT 12" #3 AT 12" REMARKS - - � 1 T/WALL EL 39.33' l•1 VG n CRANE SUPPORT EL 30.67` T/SLAB EL 14.00' VI C2 Ct C2 T/FTG EL 12.00' LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS IO E� CEO TYPE A TYPE B 0 I ro SECTION 1/2" = 1'-0" • #5 nnniT CONCRETE CURB SECTION 1/2" = V-0" HANDRAILS SEE "M" DWGS EL 17.50 ro 1/2" EXP. JT. w VARIES SEE PLAN 0 I SECTION 1/2" = 1'-0" GROUT FILL -MIN 2" SLOPE 1/8" PER FT. (APPLY BONDING AGENT) "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." 3" " #5 AT 322,> 10" 1 1/2" EXP. JT. #5AT12" EW,EF EL. VARIES \ SHORT BARS: #5 AT 12" LONG BARS: 4 #5 10" 1 1'-0" 2'-2" 4'-0" RETAINING WALL PEDESTAL REINF. 4#DWLS. 3#3 TIES. CURB REINF. SEE e SECTION IN FILTER PRESS BUILDING BASE SLAB PLAN EL 14.00' ................. BILGIN EREL ................. 88893 _ THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: SFPPL008.dwg SHEET S-8 z i N umi w m m w w O In = i z s to w � 0 O ui o: s a B m Z g CD a f w z P 2 z J z to U LL L to .. Lj a m LL O = r ZO Eg z� J 0O • na 3 > 's m _j _ = m (0 � a LU Od Q� W 0 LJL. N VJ to I N N r7 J L w x x 0 0 E M u� <r O 0 N O m O O a_ a_ i 0 1 co N rn tM r7 00 C� 0 �00 <r o I I I U cV I 0 71'-4" -0 49'-2" 20'-2„ 1'- I 1 �r L4x4x1/4" TYP. I c0 N x N 3 N Y x N O 17 O a � \_ x 't yx 171 X X i X \1 W12x26 x N 'r Y x O � M J O O O O O O a o X X jz X I c cli I3 N \ x x I JL 15'-10" 17'-9" 23'-1" 14'- 8" NOTES 1-ROOF DECK: GALV. 1.5" B, 18 GAGE. WELDING 5/8"DIA PUDDLE: 36/5 PATTERN, W/6 #10 TEK SCREWS SIDELAP FASTENERS PER SPAN. 2-JOIST DESIGN LOADS: SUPERIMPOSED DEAD LOAD : 15PSF SUPERIMPOSED LIVE LOAD : 25 PSF WIND LOAD 35 PSF (NET UPLIFT) CONCENTRATED EQUIP LOADS: PER EQUIP.SHOP DRAWINGS 3-STEEL JOISTS, CONNECTIONS AND BRIDGING SHALL BE DESIGNED BY THE JOIST MANUFACTURER. DESIGN CALCULATIONS AND SHOP DRAWING SHALL BE SIGNED AND SEALED BY A STATE OF TEXAS REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER FOR REVIEW. "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." ROOF FRAMING PLAN 3/16" = 1'-O" BILGIN EREL 88893 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING A B 1/2" STIFFENER C1 x20.7 ZF/_ 1/-7- a W18x50 1/2" NON -SHRINK GROUT — A —A CRANE RAIL SUPPORT AT COLUMNS DETAIL 3/4" = 1'-O" DESIGNED M. COUGH LID DRAWN BY:: M. LEONARD SHEET CHK'D Bt)• MONTEMAYOR consulting • engineering • construction • operations CROSS 2/06 JHM CWS REVISED FOR THE RECORD APPROVED DKB BY: B. EREL BY: B. EREL REV. DATE DRWN CHKD REMARKS NQ, DATE: 3/4" DIA. A307 l ANCHOR BOLT W/ dl..l tF LEVELING NUTS a . °.�. ° L3x3x1/4"CONT� 6x8x3/8"PLATE W/2x1 /2"x6" STUDS 3/16 LU / 3/16 GROUT FILL POCKET TYP JOIST SEAT SECTION 3/4" = 1'-0" SEE DETAIL e L4x4xj" CONT. W/ j " DIA 6"-EMBED HILTI HIT HY20 OR EQ MASONRY ANCHORS AT 2'-0" O/C BRIDGING L1Y4x1Y4xJi3" FIELD WELD TO JOIST WHERE SHOWN ON ROOF FRAMING PLAN / LVJ x2JZ xstifi'J W/ 2-3Y4' DIA ANCHORS L 1Y4 x 1Y4 x Ye FIELD WELD TO HORIZ BRIDGING WHERE DENOTED AS "X" ON ROOF FRAMING PLAN SECTION 3/4 1 ' -0" BOLT ACCESS HOLES, 1 1/4" WALL AT COL. LINE A ONLY EL. 30'-8" 1/2" STIF 1/2" STIFFENE COORDIN MANUF. DETAIL 3/4" = 1'-0" LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS TYP EMBEDED PLATE W/ 2-j"x6"STUDS SECTION 3/4" = 1'-0" i L4x4xX'x1'-4" W/2 J" DIA 6"-EMBED HILTI HIT HY20 8%8"x3/8" PLATE EL. 30'-9 1/2" C S-9 3/4" = 1'-0" 3/4" = 1'-0" !163��' 1163' JOIST GROUT FILL POCKET TYP JOIST SEAT ELEV. 4" 3/4" DIA HVA HILTI ADHESIVE ANCHOR W/HAS A307 ROD OR EQUAL, x6 (6 5/8" MIN EMBED) )LT CLOARITY PROJECT NO. 19863-31926 FILE NAME: SFPPL009.dwg SHEET S-9 S I I I 1 11 I I I I ----------- r4 ----------------------------------------------------- ----------- -------------- -------------------------------------------- ----------------------------------------------- -------- ------ CONCRETE & COLUMN 0 in I SEE DETAIL -------------- ------------ --------------------- ----------- — ---------------- — ----------------------------- — - — ---------- — ------ — -------- - — --- - ------ - - ------------------------------ - ---- - ---- - -------------- - CONCRETE I /11� COLUMN I ...... ------- j SEE DETAIL 4" CONC. SLAB OVER 1.5C20 METAL DECK BY VULCRAFT OR EQUAL (MIN. 6" EMBED) FOR JOIST SEATS AND CONCRETE SIDE L's SEE 5-13 COLUMN - I I SEE DETAIL 1'-0" R, 7 SPACES AT 2'-0"=14'-O"/ Fil I- r " --------- 12K3 JOISTS (TYP 8" CONC. CURB 0 0 EL 39.33' T/ COLUMN EL 30.67' \—BRIDGE CONCRETE CONCRETE CRANE COLUMN COLUMN BEAM SEE DETAIL C-4 04 c"I T/ SLAB EL 14.00' — — — — — — — — — — — — — — — — — — — — CONCRETE BRIDGE COLUMN CRANEBEAM CONCRETE COLUMN — — — — — — — — — — — — — — — — — — — — co °' DOOR EL. 26.00' I — - _ —— I i i 9-7-7 --- — --- ----- — --- --A— I I I I I I I I I I I I I I I I I I I-- — --- — --- --� _[I - --I--+---I--fil- I I -I�•-- --i -•-*- -- --- - — - -- 1 1I I I I X I I I~ I I —� I I I I I I I I I I II I I I I I I I I — ----- —IT/ _T__FF_T__1T — I I — tI I I I I --——----— I I I I I I — X I ( I I T/WINDOW EL. 22.67'- — T/ SLAB EL. 14.00'IV —~ I I iltI 1 i I I I I ! I I I I I If I I I I I I oaY. oco rim I � � )471c PFR CF11 ---A H�9A7'q PFR CFI 1.. U LL U) LLI W_ IX i J :E UU ; LL W ` ZJ lL1 1 J 0 00 Z J Q m UJ i p W Ii JJ a l O I J n a LL 10 O r � O L0 N Lo v FILLED CELLS #7AT32" U.O.N. TYP. WHERE SHOWN T/ WALL EL. 39.33' J of w z w 0 vw co—---�-- BOND BEAMS TYP. WHERE SHOWN T/ DOOR EL. 21.33'I— ��_= _= —� — I I I I I I I I I I I I I I I — — — -- - —I-- --I-- I I I I I 1 I I I I I I I I I I I I I I I I I I I P I I I I I I I I I I I I I ----r I I I I I I I I I —I —-- --� — I I I I I I I I I ( I I I - -- — --- - - - - — I I I I I I I I I I I —--I---- I I I I I I I I I I -- ---- I I I I I I I I I I I I I 1 I I I I —I — — I r I I I I I I I ( I — — — — I — -- I I I I I --� I I I — — — — 1 --- -- -- -- I I — -- I I ( I I T/ SLAB EL. 14.00' X — --- iTt I I I I I I I I I I I I I I I I I I I I I I I co ' 00 N N T/ OPENING EL. 28.67' _ __III_ I_=—f =_� I III I I I I III I I I I III I I I III I I I III I I I III I I I I I I ( I I III I I I I III I I _ �__ I_ �__ _ I I III I I I III I I I III I I III _ —__TF1.— I I III I I I III I I III I X I I I I I I III I I III I If1 1LJ�_ I _ I __I___ I III I I--�— I III I I I I III I I I -- - — - --� I III I I I I III I I I I III I I I I I-- I I III I I I I III I I I I III I I I I III__I I I I III I I I II I All x I X III I III I I I I ill I I _ _ _ _ — tO INTAKE LOUVER EL. 16.00' II II _ _ _� -r--r X _ - _ III III III I it IfI T/ SLAB EL. 14.00' II I I I I III I I I I III I III I I II 11 1 1 1 1 I I I I I 1 I I I I I I I I 1 I I I .01 w W F- _I d <0 Z OW c J Zm I to W J On Q O04 J t.7 d u- `n O C\j N CA (UO) 56 .F � z w Z in a z Z O Z a 0 cc cc O � U) wZ �g J U� �0 (D0 Z� Q Z J Q M I �C0 W J 0� C w17 nd V-'LO 0') O M N (n LO co 1O UQ J Z W J (D cc Z m Q = co U) Cf) 0w J r O C' Oil C I J nd V-10 r 0)O 0) 00 N C/) to y T y a n Gevc EL. 39 33' T/ DOOR EY L 26.00' �I EL. 22.67' hFINISH GRADE - - -j ------------------- PAINTED CMU J 000 000 000 000 or�o r�oo � ot�o 000 00o r�oo � o00 00o ROLL —UP ROLL —UP DOOR DOOR PAINTED CMU n--- C-1: L ( I o00 oor� I I o00 oor� I I o00 000 (I ROLL —UP DOOR T/DOC EL. 14.00' T/WALL EL. 39.33' Y ,FINISH FLOOR V EL. 14.00' r/w� ALA EL. 39.33' R 00' h TR EL. 2�l /DOO1.33, ,LFINISH GRADE EL. 1 WEST NORTH ELEVATION ELEVATION 3/16" = 1'-0" 3/16" = 1'-0" y y y y T 1 JHM I CWS I REVISED FOR THE RECORD NEO. V. I DATE I DRWN I CHKD REMARKS EAST ELEVATION 3/16" = 1'-0" DESIGNED BY: M. COUGHLIN DRAWN BY: M. LEONARD SHEET CHK'D B)T- MONTEMAYOR CROSS CHK'D BY: B. EREL APPROVED BY: B. EREL DATE: T/W� EL. 39.33' ITTER AND DOWNSPOUT EL . 21D.33' EL 'ECAST CONCRETE 'LASH BLOCK (TYP AT .CH DOWNSPOUT) "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." m� LITTLE CEDAR BAYOU WWTP consulting - engineering - construction - operations SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS JUU IN ELEVATION 3/16" = 1'-0" SEE "M"vDWGS.v V TYP. 6 PLACES THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING FILTER PRESS BUILDING ELEVATIONS T/ OPENING EL. 28.67' BILGIN EREL _ 88893 _ PROJECTN0. 19863-31926 FILE NAME: SFPEL014.dwg SHEET S-14 S- z W in i a o Z z E9 " z Q C m Q a o LL U 00 J ww o w �❑ J z N U z :E � ow' v _ (.D = In D r o ZDO ":1 Q z' z t a m J Q CO y N Q a Sfn CO Ool J Q � O li� r V5 cr o CNII J �• 0- LL to a) o in '.. N C/i � N N n M J (n w w x X t 0 w 0 E u-) 0 iii 0 0 N O n 0 0 D_ w Cn 0 N O 0 0) rn no 8" CMU 8"k16"CMU_ LINTEL COMP.FILLER ROD & SEALANT EACH SIDE FRAME (STEEL N OR ALUM) DOOR (STEEL OR ALUM) EQ 54 EQ NOTE: GROUT FILL STEEL DOOR FRAMES DOOR HEAD THRESHOLD SET IN GROUT DOOR THRESHOLD MASONRY "T" SHIM AS REQ'D, ANCHOR ROD & SEALANT EACH SIDE A DETAIL 7 1 1/2" = 1'-0" - SEE SCHEDULE W J W W W N 7- 0 (n TYPE A SEE TYPE B C911 PRECAST CONC LINTEL COMP.FILLER---� ROD & SEALANT EACH SIDE SHIM ROD EACH c171:7 TYPE C CONT.CLIP ANGLE INSECT SCREEN LOUVER LOUVER HEAD '31RD AND INSECT ICREENS 8" SOLID CMU LOUVER SILL SHIM AS REQ'D, TROD & SEALANT LOUVER JAMB LOUVER DETAILS DETAIL 8 1 1/2" = 1'-O" - VIEW WINDOW W/SAFETY GLASS W J W D PANIC HARDWARE W o N W S U (n KEYED LOCK SET DOOR TYPES NTS ROLL -UP DOOR HOOD i a. ROLL -UP DOOR & GUIDES ROLL -UP DOOR HEAD RECESS IN SLAB L2x2x1/4" -K'J 1 /4"x 1 "x6" LONG ANCHOR ,. BARS W/2" BENT END AT 18' OC ° WELD TO ANGLE PAVEMENT EXPANSION JOINT ROLL -UP DOOR THRESHOLD ANCHOR PER MFR ROLL -UP DOOR INSTRUCTIONS 8" CMU- ROLL-UP DOOR JAMB ROLL -UP DOOR DETAILS DETAIL 9 1 1/2" = V-0" - SEE SCHEDULE 00� BOO 000 000 DOD OHO ROLL —UP DOOR TYPE D DESIGNED BY: M. COUGHLIN DRAWN BY: M. LEONARD SHEET cHK'D Bk: MONTEMAYOR consulting • engineering • construction • operations CROSS 2/06 JHM CWS REVISED FOR THE RECORD APPROVED ED<B BY: B. EREL BY: B. EREL REV. DATE DRWN CHKD REMARKS N0. DATE: 8" CMU 8"x 16"CM U LINTEL COMP FILLER, ROD & SEALA EACH SIDE ALUM FRAME GLAZING SHIM ROD & EACH SI ROUGH SEE OPENING SCHEDULE 2„ 2„ N j W w W J 0 Uj w U (n TYPE A FRAME TYPES NTS EQ 2'-3" EQ WINDOW HEAD SOLID CMU WINDOW SILL SHIM AS REQ'D, ROD & SEALANT / EACH SIDE WINDOW JAMB WINDOW DETAILS DETAIL 10 1 1/2" = 1'-0" _ ROUGH OPENING 2" N F(070: W w � O a SEE SCHEDULE 2" LAZING FINISH FLOOR TYPE A WINDOW TYPES NTS LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS DOOR/ SCHEDULE ITEM NUMBER SIZE FRAMES FIRE RATING (MINUTES) HARD- WARE SET NOTE WIDTH HEIGHT TYPE MAT'L FIN TYPE MAT'L FIN DOORS D1 3'-4" 7'-4" B 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 - - i - D4 3'-4" 7'-4" B HM - A HM - - 1 - D5 3'-4" 7'-4" 8 HM - A HM - - 1 - D6 12'-0" 8'-0" D HM - A HM - D7 12'-0" 12'-0" D HM - A HM - - i - D8 12'-0" 12'-0" D HM - A HM - - 1 - WINDOWS W1 V-4" 6'-0" A HM - A HM - - - - W2 V-4" 6'-0" A HM - A HM - - - - W3 V-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 1'-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,8&C ON S-11 FOR HEAD, THRESHOLD AND JAMB DETAILS LIST OF ABBREVIATIONS: AN-ALU = ANNODIZED ALUMINUM ALUM. = ALUMINUM HM = HOLLOW METAL FINISH SCHEDULE BUILDING ROOM NUMBER ROOM NAME FLOORS WALLS FINISH FINISH ® FILTER PRESS ROOM CONC PTO CMU FILTER PRESS ® ELECTRICAL ROOM CONC PTD CMU BUILDING ® POYMER FEED ROOM CONC PTD CMU ® ISTORAGE ROOM I CONC PTD CMU GENERAL NOTES 1-TAPE, MUD AND SAND GYP. BIRD. JOINTS 2-PROVIDE "KNOCK DOWN" TEXTURE ON CEILING 3-PROVIDE 3/4" QUARTER ROUND MOULDING AT TOP OF INTERIOR WALLS "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." FILTER PRESS BUILDING BUILDING DETAILS BILGIN EREL, 88893 _ THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: SFPDT015.dwg SHEET S-15 A O Z cq Q a W_ c z J Z z m U Pm N W QJ m wa¢ U_ = � 4 Z Z r BCD z� • a o Q � Z -I a m Qm �¢ to m ore O LL' � CO Cq tiau-� l 0 1 CD N CEO r, 0 6 2/06 1 JHM I CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD N0. REMARKS n 1.4 1.8 DESIGNED BY: DRAWN BY: M. LEONARD -- III,' UM M. LEONARD SHEET CHK'D BYT. MONTEMAYOR • consulting • engineering • construction • operations CROSS cHlro BY: B. EREL APPROVED BY: B. EREL DATE I N WEST ELEVATION 3/16"=1'-0" 2'-O" . 12'-1" 9'-n" SECTION 1 "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." 2'-0" DIA CIRC COLUMNS. 8 #5VERT. 4 #3 TIES #6 AT 8" EW THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 1.8 1.4 0.5 C-=T--------C-�� SOUTH ELEVATION 3/16"=1'-O" 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 SUPERIMPOSED DEAD LOAD: 5 PSF ROOF LIVE LOAD: PRIMARY: 12 PSF SECONDARY: 20 PSF WINDLOAD: 130 MPH BASIC WIND SPEED (SBCCI-SECTION 1606) 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. 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. PRIMER - TNEMEC SERIES 66-1211 03.0-5.0 MILS OFT OR EQUAL INTERMEDIATE SPOT REPAIR - TNEMEC SERIES 135 OR EQUAL FINISH - TNEMEC SERIES 73-COLOR @2.5-4.0 MILS DFT OR EQUAL INTERIOR/EXTERIOR ROOF AND WALL PANEL FINISH SHALL BE STANDARD BUTLER COTE 500 FP PAINT (70% KYNAR 500 FLUOROPOLYMER) OR EQUAL. PAINT COLOR TO BE APPROVED BY THE CITY. FILTER PRESS BUILDING TRUCK LOADING CANOPY PROJECT NO. 19863-31926 FILE NAME: SFPPLO16.dwg SHEET S-16 SEE NOTES 2 .s w w z � cm C a z z z Q 0 Q oQ O LL N w F- J U U- C.D z (0 OQ z ~ Q w _0 �rya Q LL =1 C) UO Z O ^ Q 0— t� r Cy)o N U) co N N J Ld w at: X t Ct v- 0 C rn 0 u7 c0 0 0 CV 0 0- 0 0 F- fn / 3 n / N O) r� co 0) LL WALL CORNER REINFORCING DETAIL A NTS _ INITIAI (:ACT cCf- TARI G 1 WALL CONSTRUCTION JOINT DETAIL E NTS — CONTINUOUS REINF. EXTEND SLAB REINF I lOR LAP AS SHOWN TO 1 1/2 CLEAR INITIAL CAST SEE TABLE 2 SEE NOTE 1 SEE NOTE 1 ro A_ F- O I a d d n a _l 4 F- F- d d d O: r� d ° ° O ° d . \ O 6"xi/4" STEEL WATERSTOP BOND TO INTERSECTING WATERSTOP 3" CLEAR BASE/ELEVATED SLAB CONSTRUCTION JOINT DETAIL I NTS — 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS NO. w J m H W w (N LL SEE NOTE 1 F• 12 WALL INTERSECTION REINFORCING DETAIL B NTS — SEE NOTES 2 SEE NOTE 1 e O G e v v v p SEE NOTES 2 v p v e v v e P . . O O BEAM/GRADE BEAM CORNER REINFORCING DETAIL F NTS — E�i�13 1 #4 AT 12"jr THICKENED, EDGE SLAB DETAIL DESIGNED DRAWN BY:: M. LEONARD M. LEONARD SHEET CHK'D BT MONTEMAYOR consulting • engineering • construction • opemtions CROSS CHK'D BY: B. EREL APPROVED BY: B. E_REL DATE: SEPTEMBER 2002 fn 2#5 CONT SEE NOTE 3 Q V) a o °' 0 z ' 6" PVC WATERSTOP w 0 a a 3 ° ROUGHENED SURFACE w 0 �9• 1/4" FULL AMPLITUDE 3 0 SEE NOTE 1 G • d •'. Q a • • • . O. d d .d - O °d a 14.j 12" MIN SEE NOTE 4 WALL BASE CONSTRUCTION JOINT DETAIL C NTS — w J m F W W N BOND BREAKER AT CONTROL JT BOND BREAKER TAPE p v. JOINT p P v p v e v e O" p p v p p v ]0 SEALANT JOINT SEALANT DETAIL K NTS — CCC •V1TC . BEAM/GRADE BEAM INTERSECTION REINFORCING DETAIL G NTS — SEE TABLE 2 EXTEND HORIZ WALL REINF TO 2" CLEAR AT JT- SEE NOTE 3 O 6"x1/4" STEEL WATERSTOP BOND TO INTERSECTING WATERSTOP. TERMINATE WATERSTOP AND KEYWAY 8" BELOW TOP OF WALL SEE DETAIL G C— SEE NOTE 1 —' FOR CONTROL JOINT BAR INFORMATION SEE TABLE 3 3" CLEAR TYP APPLY BOND BREAKER CONC ONLY SEE NOTE 1 a 4 < A a Q d. a O WALL CONTROL JOINT DETAIL D NTS — INITIAL CAST SEE TABLE 2 3" CLEAR d a SEE DETAIL TYP BOTH SIDES EXTEND SLAB REINF TO 11 /2" CLEAR AT JOINT APPLY BOND BREAKER CONC ONLY a ° d a a Q ° d 6"xt/4" STEEL WATERSTOP BOND TO INTERSECTING WATERSTOP BASE/ELEVATED SLAB CONTROL JOINT DETAIL H NTS — TABLE 1 TABLE 2 #5 3'-4" #6 4'-0" #7 6'_O" #8 6'-8" #9 7-8 MAIN MAIN REINF. BAR SIZE CONTROL JOINT BAR SIZE LAP SPLICE LENGTH #5 #4 3'-4„ #6 #4 4'-0" #7 #5 #8 #6 6,-8" #9 #6 7'-8" NOTES: 1. BASIC SLAB/WALL/BEAM REINF AS SHOWN ON DESIGN DWGS 2. SIZE & SPACING OF BAR TO MATCH WALL/BEAM REINF AS SHOWN ON DESIGN DWGS 4kPZEOFTqmoll 1 �' 3. FOR DOWEL SIZE & SPACING SEE DESIGN DWGS -' --* "*I.. •:* 4. ALL HOOKS SHOWN ARE STANDARD j *T•••••••••••••••••••••....... I BILGIN EREL GROUT FILLET �.......................... ., t4 88893 .0, It DETAIL M '�, .... NTS _ "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF THIS DRAWING WAS ORIGINALLY UNVERIFIED INFORMATION COMPILED AND SIGNED AND SEALED BY BILGIN ERE FURNISHED BY OTHERS TO THE PREPARER WHO IS PE 88893 ON SEPTEMBER 4, 2002 NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR RECORD DRAWING OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." PROJECT NO. 19863-31926 FILE NAME: SSTDTOOI.dwg LITTLE CEDAR BAYOU WWTP SHEET SLUDGE HANDLING FACILITIES IMPROVEMENTS STANDARD DETAILS 1 CITY OF LA PORTE, TEXAS SD-1 3/4" CHAMFER ALL EXPOSED CORNERS v C p v . v e v v e v e V. v v pn v CHAMFER DETAIL L NTS — 1 U) w J U Q U- N zU) oQ Zlj Q ❑ = Q U 0 Q °a p hdfA U') r rn O N p O cV N cA CO N N -r r� J LLJ w x X O I O E Ln 0 0 N 0 N Cn 0 0 Cn Cn U) / N rn t7 r7 CC m 1/4" AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE T 2#4 AT 4" EF TYP — SEE TABLE 1 NOTE: WHERE OPENING IS WITHIN 4'-0" OF BASE SLAB PROVIDE MATCHING DOWELS FOR ADD BARS REINF AT CIRCULAR OPENINGS GREATER THAN 12" DETAIL A NTS _ PIPE ENCASEMENT DETAIL E NTS - 6" PIPF OD 6" AA. PIPE Of ER EF ST. HOOKS 4 #4 EF MIN OR #4 AT 8" EF r i 1'-8" MIN LAP CONIC PEDESTAL PIPE SUPPORT DETAIL 3 NTS - 2/06 1 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS NO. awli 2#4x4'-O" AT 4" EF TYP — SEE TABLE 1 AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE NOTE: WHERE OPENING IS WITHIN 4'-0" OF BASE SLAB PROVIDE MATCHING DOWELS FOR ADD BARS REINF AT RECTANGULAR OPENINGS GREATER THAN 12" DETAIL B NTS - 1v/, STEEL WATERSTOP DETAIL F NTS - DESIGNED DRAWN BY:: M. COUGHLIN M. LEONARD SHEET CHK'D BTr: MONTEMAYOR consulting -engineering - construction - operations CROSS CHK'D BY: B. EREL APPROVED BY: B. EREL DATE: r EQUIPMENT PAD LENGTH Z w AND WIDTH PER MANUF'S a REQUIREMENTS. LU W a d 417 G #5AT12" #3AT6" EQUIPMENT PAD DETAIL C NTS. a a d 9"x3/8" PVC HEAT PVC WATERSTOP AND FLATTEN WATERSTOP FILL WITH THIOKOL OR EQUAL RIDGES IN AREA OF STEEL WATERSTOP BETWEEN WATERSTOPS TO ALLOW FOR TIGHT FIT TYP 9%3/8" PVC WATERSTOP — 1/4" SHEET METAL SCREWS OR OTHER APPROVED EQUAL FASTENER 1 1 /2" TYP WATERSTOP SPLICE STEEL TO PVC DETAIL G NTS LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 6%1/4" STEEL WATERSTOP ®HJ LENGTH AND WIDTH PER MANUF. REQUIREMENTS PER MANUF. #4 AT 12' 1/2" EXP JT MAT'L REQUIREMENTS / W/ JT SEALANT TYP 4 SIDES U) G \ .... \\ 3/4" DIA SS ADHESIVE CONC. ANCHOR MIN EMBED 6" ' � a .a m a a v d d a G _ a. d d O COMPACTED FILL GENERATOR PAD DETAIL D NTS - DOUBLE ANGLES MIN 5/16" THICK. VARIES SIZE AS REQ'D BY AISC STD CONN 3/4"DIA A325N BOLTS PROVIDE SLOTTED HOLES IN ANGLE BEAM DEPTH 8,10 12,14 16,18 NO. OF ANCHORS 1 4 1 6 8 STEEL/ALUM BEAM TO CONCRETE DETAIL H NTS - TABLE 1 #5 3'-4" #6 4'-0" #7 6'-0„ #8 6'-8" #9 7'-8„ "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." NOTES: 1-BASIC SLAB/WALL/BEAM REINF AS SHOWN ON DESIGN DWGS. . *' ......... BILGIN EREL r' .................... V. THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: SSTDT002.dwg SHEET SD-2 n ¢ w ts� Z 5W W i� 0 z z 0 Q m cc a C3 v a m U) W F— z Z N J N U Q w - a w - U- _ 2 o ( M � z : Z J z }m Z _� �� Q �x¢ �0 0 Z m O O c`? , CD ON »> U) M c4 SEE PLANS FOR TOTAL LENGTH x U-1 :2 w1" TYP Of i� 3„ 11" MAX / h = TREAD w w 3/4" DIA SS CONC 4" = FASTENER a / -I ¢ w WELD CLOSURE / lr PLATE / 0 / p 'p N p p a p p p d G a 10" � 5@12„ 2'-0" STRINGER / CHANNEL / / STAIR TREADS 1/4" PLATE TYP PER SPECS 1" MIN, 1 1/2" MAX TYP NOSING - 3/4" GROUT L 3x3x1/4 PAD LENGTH EQUALS BK/BK OF STRINGERS PLUS 6" EACH SIDE. AT SLAB OR SIDEWALK THICKEN CONC TO 12" MINIMUM. ALUM STAIR STRINGER TO CONCRETE PLATFORM DETAIL A NTS - 1 1/2" ID SCHEDULE 40 ANODIZED ALUMINUM WELDED GUARDRAIL SYSTEM SEE SPECS OR MANUFACTURER'S REQUIREMENTS GUARDRAIL SHALL COMPLY WITH OSHA AND 2001 FLORIDA BUILDING CODE TOEBOARD 5-0" MAX POST SPACING RAILINGS 0 I GUARDRAIL DETAIL E NTS - 2/06 JHM CWS REVISED FOR THE RECORD REV. N0. DATE DRWN CHKD REMARKS 6 1/2' SIDE MOUNT SURFACE MOUNT CONNECTIONS II n LOCATED AT 60'-0" MAX INTERVALS EXPANSION JT SEE PLANS TREAD -1 /4" CLR FOR TOTAL LENGTH WIDTH CONC PLATFORM JL 3x3x1/4 - SEE PLANS h M F- 0 x i vW 1" TYPE //J p p a - in U.i _ Z2 / / a - a < 11" MAX -� _ o I,jWOf TR-11 EAD V) / / / ? 0 / / 1/4" PLATE TYP 1" MIN, 1 1/2" MAX / / 5/8' DIA SS CONC / TYP NOSING FASTENERS / EMBED 5 1/2" STRINGER STAIR TREADS CHANNEL PER SPECS ALUM STAIR STRINGER TO CONCRETE PLATFORM TOP DETAIL B NTS - L3x3x3/8 ALUM GRATING ALUM ANGLE W/ 1/2" DIA SS CONC SEE SPECS FASTENERS AT 18" OC + 5/8" SS ADHESIVE ANCHOR, MIN EMBED 6" TYP ° p p a p p ' 1 /4"xl "x6" LONG e T+1 / 4' ' ° ALUM ANCHOR p BARS W/2" BENT END AT 18" OC p ° ° WELD TO ANGLE 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" 1 3/16" 1 3/16" GRATING AND GRATING SUPPORT DETAIL F NTS _ DESIGNED DRAWN BY:: M. LEONARD M. LEONARD SHEET CHK'D B3 MONTEMAYOR consulting - engineering - construction - operations CROSS CHWD BY: B. EREL APPROVED BY: B. EREL DATE: SEE 1 PLATFORM i FRAMING !I PLANS . ' STAIR TREADS 1" TYP PER `PER SPECS SEE PLAN 11" MAX I 1" MIN, 1 1/2" MAX P / TYP NOSING / STRINGER / CHANNEL 1/4" PLATE TYP L 2x2x1/4 GRATING SUPPORT 3/1EACH STRINGER ALUM STAIR STRINGER TO PLATFORM DETAIL C N.T.S. - SEE DESIGN DWGS r vnIZE u'SEE E'mE"DESIGN ES` N o�rrvn i SDWGS ORT TYPICAL PLATFORM SECTION DETAIL G NTS - NOTES STAIR TREADS PER SPECS - 1" TYI 11" MAX TREAD JL 3x3x? TREAD ?' CLR WIDTH �- 1/4" PLATE TYP 1" MIN, 1 1/2" MAX TYP NOSING STRINGER CHANNEL PLATFORM FRAMING SEE PLANS 5/8" DIA 316 SS BOLTS ALUM STAIR STRINGER TO STEEL PLATFORM TOP DETAIL D NTS - NOMINAL BEAM DEPTH, INCHES ROWS OF BOLTS LENGTH (3) OF ANGLE 36 7 1'-8 1/2" 30-33 6 1'-5 1/2" 24-27 5 1'-2 1/2" 16-21 4 11 1/2" 12-15 3 8 1/2" 8-10 2 5 1/2" 6 1 3" 1 1/4" MIN AT COPED BEAM FLANGE i7 1-ALUMINUM EMBEDDED IN CONCRETE MUST BE PAINTED WITH ONE SHOP COAT OF HEAVY BITUMASTIC. 2-ALUMINUM SHAPES IN CONTACT WITH CONCRETE MUST BE SEPARATED BY A 1/32" NEOPRENE GASKET OR ANY CASE WHERE TWO DIFFERENT METALS ARE TO BE IN CONTACT, A NEOPRENE GASKET MUST BE PROVIDED. 3-HANDRAILS, GUARDRAILS, POSTS, BRACKETS AND MOUNTINGS SHALL MEET THE STANDARD BUILDING CODE (S.B.C.) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) LOADING REQUIREMENTS. 4-TOP OF ALL GUARDRAILS SHOULD BE 42" HIGH ABOVE THE FINISH FLOOR OR WALKWAY. THE INTERMEDIATE RAILS SHALL BE EQUALLY SPACED BETWEEN THE TOP RAIL AND THE PLATFORM. 5-ALL WALKWAYS SHALL USE GRATING UNLESS CHECKERED PLATE IS SHOWN ELSEWHERE ON THE DRAWINGS. LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS NOTES: 1. NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO ENCLOSED WEB. 2. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING DRAWINGS. 3. ADD 1 1/2" TO ANGLE LENGTH FOR STAGGERED BOLT CONNECTIONS. 4. USE SST BOLTS FOR ALL ALUMINUM FRAMING. 2 1/2 NOTE: *3" DIMENSION TYP EXCEPT AS RECOMMENDED BY AISC FOR LARGER MEMBERS. J L 6x4x5/16, 1 ROW CONN ONLY, PROVIDE ADD'L BOLT TO ENCLOSED BEAM WEB DOUBLE ANGLES MIN 5/16" THICK. SIZE AS REQ'D BY AISC STD CONN 3/4" DIA A325N BOLTS 4" MAX FOR SINGLE ROW CONN TYPICAL FRAMING CONNECTION DETAIL H NTS - BILGIN EREL 88893 _ THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY BILGIN EREL PE 88893 ON SEPTEMBER 4, 2002 RECORD DRAWING VARIES "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." PROJECT NO. 19863-31926 FILE NAME: SSTDT003.dwg SHEET STANDARD DETAILS 3 SD-3 U) W h J U 0 V z w _J Q Z W Q 0 Q � OZ �UQ O tiaCDLO rn 0 N U) CD N N d' J (N u. w x x r Ln N d- O O H H fN N (n O N O O O O W, ,, F a Z z 0 Z Q � Q a ® a LL v Q cf) _ I1 W(n D1 h_{ I w z N —Q m Q z ui m a LL Lt_ Z Uj To g a z 0 z 0 Cn r m ED � Q a o w p mm J J 8 I N OO � N 7 J O M a ( U) rn w c O rLr) w O_ x N = cfl I L 0 w 0 E 17 O 0 N O 1 0 O 0 z z r 2 / U N / r7 O 0) a 2/06 JHM CWS REV. N0. I DATE DRWN CHKD REVISED FOR THE RECORD GENERAL ABBREVIATIONS SYMBOLS VALVES A ACC AIR COOLED CONDENSER ( ID INSIDE DIAMETER ACH AIR CHANGES PER HOUR INS INSULATE, INSULATION —Q-- UNCLASSIFIED. TYPE AS SHOWN ON AC/HR AIR CHANGES PER HOUR INSTR INSTRUMENTATION) THE DRAWINGS ADJACENT TO SYMBOL ACU AIR CONDITIONER UNIT AD ACCESS DOOR L LAT LEAVING AIR TEMPERATURE —I=+— 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 —D*'�— GLOBE VALVE AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL M M MOTOR —— 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 —ICI— BUTTERFLY VALVE MECH MECHANICAL B B TO B BACK TO BACK MFR MANUFACTURER CHECK VALVE, GENERAL SYMBOL BBD BACK DRAFT SELF ACTING DAMPER MIN MINIMUM BBH BASE BOARD HEATER MISC MISCELLANEOUS (SI 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 CENT CENTRIFUGAL A CFM CUBIC FEET PER MINUTE 0 OA OUTSIDE AIR CL CENTER LINE OC ON CENTER AUTOMATIC AIR RELEASE VENT CLASS/DIV NEC AREA CLASSIFICATION OD OUTSIDE DIAMETER CLG CEILING OPP OPPOSITE —DQ—[ GATE VALVE (NC) 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 PIPE FITTINGS DG DOOR GRILLE RAF RETURN AIR FAN DIA DIAMETER RED REDUCER DISCH DISCHARGE RG RETURN GRILLE ------- CAP ON DOWN RL RAIN LEADER DWG DRAWING RPM REVOLUTIONS PER MINUTE BOTTOM CONNECTION DX DIRECT EXPANSION COIL RR RETURN REGISTER - E EA EACH S SA SUPPLY AIR -�l}— 1 TOP CONNECTION EDH ELECTRIC DUCT HEATER SCADA SUPERVISORY CONTROL EF EXHAUST AIR FAN AND DATA AQUISITION _O ELBOW UP EG EXHAUST GRILLE SCH SCHEDULE EMERG EMERGENCY SO SMOKE DETECTOR — E I ELBOW DOWN ENT ENTERING SF SUPPLY AIR FAN EUH ELECTRIC UNIT HEATER SG SUPPLY GRILLE 30 P—TRAP EXH EXHAUST SP STATIC PRESSURE EXP EXPANSION/COMPRESSION TANK SPEC SPECIFICATION SR SUPPLY REGISTER TEE F F FAHRENHEIT SS STAINLESS STEEL FBV FLOW BALANCE & SHUTOFF VALVE —Q— TEE UP FC FLEX CONNECTION T T THERMOSTAT FD FIRE DAMPER TAF TRANSFER AIR FAN TEE DOWN FG FLOOR GRILLE TO TEMPERATURE DIFFERENCE FLR FLOOR TEMP TEMPERATURE —ilf-- UNION —SCREWED FLG FLANGE TOS TOP OF STEEL FOB FLAT ON BOTTOM TXV THERMAL EXPANSION VALVE — If— 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 PIPING UNO UNLESS NOTED OTHERWISE G GPM GALLONS PER MINUTE V V VOLTS COLD WATER H HD HEAT DETECTOR VAV VARIABLE AIR VOLUME H—O—A HAND —OFF —AUTO VD VOLUME DAMPER HOT WATER HP HORSEPOWER VEL VELOCITY H&V HEATING AND VENTILATING — — SANITARY VENT, UNO HVAC HEATING, VENTILATING AND W W/ WITH AIR CONDITIONING W/0 WITHOUT HZ HERTZ WAC WALL MTD. AIR CONDITIONER WB WET BULB WC WATER COLUMN WG WALL GRILLE, WATER GAUGE REMARKS DESIGNED BY: J. IVEY DRAWN BY: J. IVEY SHEET CHWD BY:R. AZCARATE CROSS CHK'D BY: J. JACOBS APPROVED BY: DATE: consulting • engineering • construction • operations SYMBOLS SPECIALIZES OH HUMIDISTAT PRESSURE GAGE AND COCK PD STRAINER THERMOMETER PRESS. DIFF. W/ INDICATOR LIGHT & REMOTE ALARM 0 ATC THERMOSTAT LOCATE AT 60" AFF, UNO SMOKE SENSOR FLOW SENSOR TEMPERATURE TRANSMITTER (DUCT MOUNTED) SMOKE DETECTOR (DUCT MOUNTED) SMOKE TEST BOX FOR SMOKE SENSORS FLOW INDICATOR CONNECTION POINT NEW TO EXISTING —► TO SPACE V- FROM SPACE 1UC 10000 CFM UNDERCUT DOOR 20X12 OR DG 200 CFM LOUVER DOOR OR DOOR GRILLE CPVC CHLORINATED POLYVINYL CHLORIDE CU COPPER FRP FIBERGLASS REINFORCED PLASTIC GS GALVANIZED STEEL PVC POLYVINYL CHLORIDE STL BLACK STEEL SS STAINLESS STEEL FLOW STREAM CODE D DRAIN RS REFRIGERANT SUPPLY RL REFRIGERANT LIQUID RG REFRIGERANT —HOT GAS REGISTERS GRILLES AND DIFFUSERS EG EXHAUST GRILLE ER EXHAUST REGISTER RG RETURN GRILLE RR RETURN REGISTER SO SUPPLY DIFFUSER SG SUPPLY GRILLE SR SUPPLY REGISTER TG TRANSFER GRILLE WG WALL GRILLE TYPICAL TAG EG TYPE OF DEVICE 20X20 SIZE 400 CFM CAPACITY SYMBOLS DUCTWORK GENERAL NOTES: 1. HVAC EQUIPMENT DIMENSIONS, LOCATIONS, DUCTWORK AND PIPING SYSTEM LAYOUTS ARE BASED ON EQUIPMENT SELECTED BY THE ENGINEER. IF THE CONTRACTOR ED MANUAL VOLUME DAMPER PROPOSES TO FURNISH EQUIPMENT THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR APPROVAL, DETAILED ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, INSTRUMENTATION, HVAC AND FIRE DAMPER ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND EMBODYING ALL FEATURES OF THE EQUIPMENT HE PROPOSES TO FURNISH. THIS INFORMATION SHALL INCLUDE BUT NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF ALL APPURTENANCES REQUIRED. SUCH CHANGES IF APPROVED BY THE ENGINEER SHALL BE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR MOTOR OPERATED SHALL ASSUME THE COST OF, AND THE RESPONSIBILITY FOR SATISFACTORILY DAMPER ACCOMPLISHING ALL THE NECESSARY CHANGES CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED AND APPROVED BY THE M ENGINEER. REFER TO SPECIFICATIONS FOR FURTHER DETAILS. 2. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIRECTION OF FLOW DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED. ALL FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. DUCT SIZE— FIRST 3. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL 20X12 NUMBER IS SIDE SHOWN CONNECTIONS OF COPPER PIPE TO OTHER TYPES OF METALLIC PIPING. 20X12 4. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS DUCT SECTION,POSITIVE PRESS. AND FITTINGS etc. REQUIRED FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN 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 20X12 CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL HVAC SYSTEMS SHOWN ON THE DUCT SECTION,NEGATIVE PRESS. DRAWINGS AND DETAILS, AND/OR AS DEFINED IN THE SPECIFICATIONS TO PROVIDE THE COMPLETE SYSTEM. FIRST NUMBER IS TOP 5. UNLESS OTHERWISE SHOWN ON THE DRAWING ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE AS SHOWN ON THE WALL PENETRATION DETAILS. ABOVE ELEVATION CHANGE GROUND EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE AS SHOWN ON THE R ® ARCHITECTURAL DRAWINGS. IF APPROVED BY THE ENGINEER, THE CONTRACTOR MAY (R) RISE, (D) DROP SUBSTITUTE ALTERNATE METHODS PROVIDING THEY MEET INTENDED DESIGN REQUIREMENTS. ACCESS DOOR 6. NOT ALL AND ONLY CERTAIN TYPES OF SUPPORTS ARE SHOWN ON THE HVAC �AD DRAWINGS. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED AND TO THE APPROVAL OF THE ENGINEER. FLEXIBLE CONNECTION ((r FLEXIBLE DUCT — DOUBLE LINE FLEXIBLE DUCT — SINGLE LINE NOTE: THIS IS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS. DUCT LINING, DUCT SIZE 20X12 SHOWN IS NET FREE AREA TRANSITION — RECTANGULAR EQUIPMENT NUMBERING SYSTEM TO RECTANGULAR 20X12 16X EQUIPMENT TYPE DESIGNATOR EXHAUST FAN, AIR CONDITIONING UNIT, ETC. r rrr TURNING VANES r EF-01 SIDE MOUNTED 12x20 DEVICE EQUIPMENT TAG NUMBER BOTTOM MOUNTED FOR EQUIPMENT TAG NUMBERS 1 DEVICE REFER TO SPECIFICATIONS FOR EQUIPMENT SCHEDULE DATA. P PRESSURE DIFFERENTIAL INDICATOR PS PRESSURE SWITCH "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS . AZCARA .................. 81863 _ Z THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RICARDO J. AZCARATE PE 81863 ON AUGUST 27, 2002 RECORD DRAWING SYMBOLS, ABBREVIATIONS & GENERAL NOTES HVAC PROJECT NO. 19863-31926 FILE NAME: HLNGD001.dwg SHEET H-1 Z a Wg d N N 0 z O J Q U> z N w J n n Q S m a m = U_ LLUr I=� to 0 J Z m 2 Z Cu Iz !iCNI a N �� • J ZU) Y mm I� _(Y 5m O it LL m O Q a 2 J J [ I m O LL v� F- 0U)04 Wtn tiLLDOrn N w O C) N ry X Nr O 0 E rn 7 O 0 4 O — JI N O N 0 0 a_ a_ amm / 0 x N / UD UD tb O a LVLV01 LV-03 II\�lS�yi JHM I CWS I REVISED FOR THE RECORD REV. I DATE I DRWN I CHKD REMARKS DESIGNED BY: J. IVEY DRAWN BY: J. IVEY SHEET CHWD BY:R. AZCARATE CROSS CHK'D BY: J. JACQBS APPROVED BY: R. AZCARATE DATE: SEPTEMBER 2002 'III consulting engineering• construction• operations PLAN 1/4"=1'-0" "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 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: O120V MOTOR OPERATED DAMPER (MOD). O2 EXHAUST LOUVERS (LV-01, LV-02): 46"x46" EXTRUDED ALUMINUM LOUVER, DRAINABLE, 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 0 490 FPM & 0.04 IN. W.G. AIRFLOW RESISTANCE, ALUMINUM BIRDSCREEN, BASED ON GREENHECK MODEL #ESD-603. MOUNT BOTTOM OF LOUVER 22'-0" AFF. OINTAKE LOUVERS (LV-04, LV-05): 48"x72" 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. OS PROGRAMMABLE ROOM MOUNTED THERMOSTAT. O6 SUPPLY 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. O7 BOTTOM OF AHU MOUNTED 18" AFF. OS BOTTOM OF UNIT HEATER MOUNTED 8'-0" AFF. �9 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-H14) DUCT MATERIAL FROM WALL LOUVER TO FAN HOUSING. SEQUENCE OF OPERATION: BELT FILTER PRESS BUILDING GENERAL A. EXHAUST FANS SHALL EXHAUST FROM SPACE AND DISCHARGE TO THE EXTERIOR OF THE BUILDING. B. INTAKE AIR LOUVERS WITH MOTORIZED DAMPERS SHALL SUPPLY 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. THERMOSTAT SHALL BE INTEGRAL TO THE UNIT HEATER AND SEfPOINT SHALL BE ADJUSTABLE. D. THE STATED SETPOINTS ARE GIVEN AS INITIAL STARTING POINTS WHICH MAY BE MODIFIED AS DESIRED OR REQUIRED DURING STARTUP, TESTING AND OPERATION. 2. NORMAL OPERATION: A. EF-03 SHALL RUN CONTINUOUSLY AND SHALL START/STOP FROM AN ON -OFF SWITCH. B. EF-01 & EF-02 SHALL OPERATE FROM ROOM MOUNTED THERMOSTATS AND SHALL SHUT -DOWN WHEN TEMPERATURE SENSED IS BELOW 55 DEG.F. EACH FAN SHALL START/STOP FROM AN H-O-A SWITCH. THE RESPECTIVE MOTORIZED DAMPER LOCATED ON THE SOUTH WALL SHALL ENERGIZE AND DE -ENERGIZE WITH THE FAN. 3. UNIT HEATER OPERATION: A. UNIT HEATERS SHALL HAVE INTEGRAL ADJUSTABLE THERMOSTATS AND BE SET TO MAINTAIN A SPACE TEMPERATURE ABOVE FREEZING. THE INITIAL SEfPOINT 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. E OFTgs�' C. THE AHU SHALL CYCLE ON AND OFF AS REQUIRED BY THE ROOM MOUNTED THERMOSTAT. •t� D. THE STATED SETPOINTS ARE GIVEN AS INITIAL STARTING POINTS •••,•••1.*j WHICH MAY BE MODIFIED AS DESIRED OR REQUIRED DURING STARTUP, .......... J. AZCARATE+ TESTING AND OPERATION. ..................... 81863 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY RICARDO J. AZCARATE PE 81863 ON AUGUST 27, 2002 RECORD DRAWING BELT FILTER PRESS BUILDING HVAC PLAN PROJECT NO. 19863-31926 FILE NAME: HFPPL002.dwg SHEET H-2 (J V ELECTRICAL SYMBOLS ELECTRICAL ABBREVIATIONS `r LU G a z . a 0 o a U v� U LU W O o 1— Z w JZ z zN U W s Q (7 a ¢ m L- og = m zm Z z � Q a Z Q J �n m b B Um ¢� 3 O o) ��U m I W I-- CL r W 0) O 04 W to N Uj vi w x x x L a 0 0 E N N u7 O 0 0 0 N O 0 t,w U w N M rM O On On ONE -LINE OR PLAN DESCRIPTION DIAGRAM �/— - RELAY COIL, NUMBER AS INDICATED MOTOR STARTER COIL, NUMBER AS INDICATED DD 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 = SETPOIN TIME TO TRIP S=1 - CONTACT, NORMALLY OPEN (NO) - CONTACT, NORMALLY CLOSED (NC) OL L - OVERLOAD RELAY HEATER (OL) MCP ) COMBINATION MOTOR CIRCUIT PROTECTOR & F�7�Il'�1 MAGNETIC MOTOR STARTER, FULL VOLTAGE NON- J- �J `-'* REVERSING NEMA SIZE 1 UNLESS NOTED OTHERWISE * FVR - FULL VOLTAGE REVERSING RVNR - REDUCED VOLTAGE NON -REVERSING 2S1W - TWO SPEED, ONE WINDING 2S2W - TWO SPEED, TWO WINDING Z* MAGNETIC MOTOR STARTER, FULL VOLTAGE NON - REVERSING NEMA SIZE 1 UNLESS NOTED OTHERWISE LOAD BREAK SWITCH I /* ❑1* t�ON-FUSIBLE DISCONNECT SWITCH, 600V, 3 POLE (( AMPERE RATING. NOTED IF OTHER THAN 30A. I SWII C FUSIBLE DISCONNECT SWITCH, 60OV, 3 POLE * AMPERE RATING AND FUSE SIZE AS NOTED. L MANUAL MOTOR STARTER WITH THERMAL OVERLOAD HEATER (SIZE 1 UNLESS OTHERWISE NOTED) TRANSFORMER, RATING & CONNECTIONS AS NOTED CURRENT TRANSFORMER - QUANTITY & CURRENT RATIO AS NOTED POTENTIAL TRANSFORMER QUANTITY & VOLTAGE RATIO AS NOTED —o o-) (, - LIGHTNING ARRESTER E - CAPACITOR O GROUND OR GROUND ROD -®- _ FUSE, AMPERE RATING AS NOTED -C p F`SV`j SOLENOID VALVE OPERATOR Mov Mov MOTORIZED VALVE -o rLM To - HTR STRIP HEATER OR HEATING ELEMENT RESISTOR LOCAL INDICATING LIGHT, COLOR AS NOTED R-RED G-GREEN A -AMBER B-BLUE W-WHITE O5 OM MOTOR, NUMERAL INDICATES HORSEPOWER - DM DAMPER MOTOR MC ❑C LIGHTING CONTACTOR (MECHANICALLY HELD) - PC PHOTOCELL - DCU/PLC OUTPUT 2/06 JHM CWS REV. DATE DRWN CHKD NO. REVISED FOR THE RECORD REMARKS ONE -LINE OR PLAN DESCRIPTION DIAGRAM CEILING OUTLET AND FLUORESCENT LIGHT FIXTURE. A LPG-2 DEPICTED IS A TYPE "A" FLUORESCENT LIGHT _ LP 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 ��----CC b FIXTURE. NOTATIONS SAME AS ABOVE CEILING OUTLET AND EXIT SIGN, INSTALL DIRECTIONAL ARROWS AS NOTED. _ 1 WALL OUTLET AND EXIT SIGN, INSTALL DIRECTIONAL ARROWS AS NOTED UNIT HEATER - ELECTRIC HEATING COIL AND FAN I n I = DIRECTION OF FLOW - - - - - _ MECHANICAL CONNECTION OR INTERLOCK — CONDUCTORS OR CONDUITS CROSSING PATHS BUT NOT CONNECTED. (NOTE: ALL THREE METHODS ARE APPLICABLE AND ARE USED TO INSURE CLARITY OF SCHEMATIC OR WIRING DIAGRAM) 1 _ CONDUCTORS ELECTRICALLY CONNECTED E - - I _ INDICATES LIMITS OF EQUIPMENT OR WIRING ENCLOSURE. 9 I_O Q PUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN, NORMALLY CLOSED (STOP) O O PUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN, NORMALLY OPEN (START) I O I"� ES EMERGENCY STOP PUSHBUTTON WITH LOCKOUT, RED MUSHROOM HEAD OPERATOR. * A B (XO) • START/STOP PUSHBUTTON CONTROL STATION START/STOP PUSHBUTTON CONTROL STATION WITH LOCKOUT DEVICE ON STOP START/STOP PUSHBUTTON CONTROL STATION, MAINTAINED CONTACT, WITH LOCKOUT DEVICE ON STOP TWO POSITION SELECTOR SWITCH, MAINTAINED CONTACT POSITION I —CONTACT 2—CONTACT "A X 0 B 0 X X—CLOSED 0—OPEN 4 L/R, 0/0, OR OTHERWISE NOTED THREE POSITION SELECTOR SWITCH, MAINTAINED * B A �/ C CONTACT POSITION I —CONTACT 2—CONTACT 3—CONTACT __2t A X 0 0 B 0 0 0 (X00) a C 0 0 X --0 O-- (OOX) * H/O/A X—CLOSED L/O/R O—OPEN R/S/L OR OTHERWISE NOTED M M PRESSURE OR VACUUM SWITCH NORMALLY OPEN, CLOSES ON RISING PRESSURE NORMALLY CLOSED, OPENS ON RISING PRESSURE TEMPERATURE ACTUATED SWITCH (THERMOSTAT) ONORMALLY OPEN, CLOSES ON RISING TEMPERATURE NORMALLY CLOSED, OPENS ON RISING TEMPERATURE o­� oa° LS LEVEL SWITCH 0- ° °­� FS FLOW SWITCH o--==:to' oho 06 LS LIMIT SWITCH — RTD TEMPERATURE DETECTOR 0 �_ TM TIME SWITCH DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHWD BY: PJETROVIC CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV DATE: SEPTEMBER 2002 -q ra W consulting • engineering • construction • operations 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. _ 4 LI 11,3 HOME RUN, CIRCUITS 1 AND 3 RUN TO PANEL L1 A LIGHTING PANELBOARD, "A" INDICATES PANEL NAME _ A POWER PANELBOARD, "A" INDICATES PANEL NAME ❑j a 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,#1213,3/4" THREE () No 12 CONDUCCTORS AND ONE (1) No 12 EQUIPMENT CONDUCTOR GROUNDINMULTI-CONDUCTOR, JACKETED POWER OR CONTROL CABLE, NUMBER AND _ 1-7/C#14, 1"G SIZE OF CORE CONDUCTORS AS NOTED. QUANTITY AS INDICATED IF MORE THAN ONE; ONE (1) SEVEN CONDUCTOR No 14 AWG CABLE, IN 1" CONDUI - $0 SINGLE POLE SWITCH, "o" INDICATES CONTROL CIRCUIT DESIGNATION - $M SINGLE POLE, MOTOR OPERATED SWITCH DUPLEX RECEPTACLE, 1 20V,3W,SINGLE PHASE CKTGFI * C - MOUNTED ABOVE COUNTER TOP _ GFI - GROUND FAULT INTERRUPTER TYPE WP WP - WEATHERPROOF K GFI 208/240, 1-PHASE RECEPTACLE, CURRENT RATING AS SPECIFIED IN 9GF WP PANEL SCHEDULE. _ * SINGLE RECEPTACLE, 240V, 4W, THREE PHASE, AMPERE RATING AS NOTED 30 * WP - WEATHERPROOF; 30 DESIGNATES 30 AMP RATING. _ * SINGLE RECEPTACLE, 480V, 4W, THREE PHASE, AMPERE RATING AS NOTED 30 * WP - WEATHERPROOF; 30 DESIGNATES 30 AMP RATING. _ 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 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 ANALOG INPUT 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 SKR BREAKER OL OVERLOAD 0/0 ON/OFF BP BYPASS O/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 CT CURRENT TRANSFORMER PNL PANEL CTRL CONTROL POS POSITION CONTROL CTU CAPACITIVE TRIP UNIT PS PRESSURE SWITCH CU COPPER PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE DCP DEWATERING CONTROL PANEL PW PREWIRED DI DISCRETE INPUT DCU DISTRIBUTED CONTROL UNIT QTY QUANTITY DIA. DIAMETER RCP RELAY CONTROL PANEL DISC DISCONNECT RDTCP ROTARY DRUM THICKENER CONTROL PANEL DN DOWN REC RECEPTACLE DO DISCRETE OUTPUT REQD 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 ERH 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 GEN GENERATOR TC TERMINAL CABINET (PLAN) G OR GND GROUND TC TIME DELAY ON CLOSING (SCH./ONELINE) TO TEMPERATURE DETECTOR GFI GROUND FAULT INTERRUPTER TEL TELEPHONE GFP GROUND FAULT PROTECTION TO TIME DELAY ON OPENING GRS 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 LP LIGHTING PANEL XFMR TRANSFORMER LPU LOCAL PROCESSING UNIT L/C LOCAL/COMPUTER ZIT POSITION INDICATING TRANSMITTER L/R LOCAL/REMOTE LS LIMIT SWITCH LTC LIQUID -TIGHT FLEXIBLE CONDUIT Ot ALL CONDUIT AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE CODES. 2O 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. 3O 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. OS 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. © ALL EXPOSED CONDUIT SHALL BE PVC COATED RIGID STEEL CONDUIT AS SPECIFIED IN SECTION 16110, WITH THE EXCEPTION OF CONDUIT LOCATED WITHIN THE BLOWER BUILDING, EXISTING MCC-A/MDP ROOM, AND WITHIN THE NEW ELECTRICAL ROOM. CONDUIT IN THOSE AREAS SHALL BE RIGID STEEL CONDUIT AS SPECIFIED IN SECTION 16110. GENERAL NOTE THIS IS A STANDARD LEGEND. SOME SYMBOLS MAY NOT APPEAR ON THE DRAWINGS. LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS SCHEMATIC LEGEND ® TERMINAL BLOCK LOCATED IN ENCLOSURE ® DEVICE LOCATED OUTSIDE ENCLOSURE ® CONTACT LOCATED INSIDE STARTER IN MCC Q CONTACT LOCATED OUTSIDE STARTER IN MCC .......................... ALEXANDER NIZOV .......................... K. _ 85159 :;a "THIS RECORD DRAWING HAS BEEN PREPARED, ����j' ENTIRELY OR IN PART ON THE BASIS OF UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS SEALED BY ALEXANDER NIZOV PE 85159 ON NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR AUGUST 30, 2002 OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: E-01 ELECTRICAL SYMBOLS, ABBREVIATIONS AND SHEET GENERAL NOTES E-1 NOTES: g f Z N O J � N J U u; O n. a °- C9 U_ (9Z �z' `_ Zg Z� t o CL ¢ } Q w ZLU QF- m¢ = A o Z CA �a �o N U) s s > J %¢ N 0W CEL N cl� O 1 0 C14fy to N J RCLa-m CD .� O N 00 N Lb C.0 W D- X i 0 o E NCN �i 1UD O 0 N O N jl O bi QD / U N w / N 0) n / r7 co CO m a x _ x x x-._-Ix- x I PROPOSED AROBIC SLUDGE DIGESTERS. REFER TO SHEETS E-6 i I I x I w x PROPOSED DEWATERING BUILDING. REFER x TO SHEET E-12 I x I I I' e � x SOUTH 4TH STREET_ REFER TO SHEETS E-10 & 11 x— x— x— x— x— x— x— x— x— x— x— x— x—x— e { EMH-02B BASIN NO.3 PROPOSED DIGESTED - SLUDGE PUMP STATION BASIN NO.4 - ( ( MCC-E — i--� = x— x— x— x— x— x— xx— — PROPOSED PLANT /-PROCESS WATER PUMP x— X x— x-- x— x— x— x— x— x— x— x— x— x— x— x— x— x— CLARIFIER 1 CLARIFIER 2 cD uu� u II � n O I o u MCC- ( PROPOSED BLOWER BUILDING MODIFICATIONS oQ 1. 4 0 I ' • — I o PROPOSED T CKEI, ED ° SLUDGE BEL FILTER HEADWORKS ° PRESS FEE PUMP TATIO CONCRETE DRIVE AND PARKING DEWATERING BUI DING 3 ,f I o ❑ I CLARIFIER 3 O x x O\ x x PROPOSED RAS/WAS PUMP x STATION MODIFICATIONS — REFER TO SHEET E-5 MCC-C rr yr U EXISTING MCC -A I EXISTING MAIN NEL "MDP" x 0 ❑ AERATION BASIN NO. 1 AERATION BASIN NO 2 AERATION BASIN NO. 3 8 A INFLUENT LIFgSP11TlON ❑ I 1-2/C#16TSW IN EXISTING SP+E 2 1/2"C Lix E-5 O O El419 7 6\ MCC EXISTING S ARE 1"C O --- -------------------- ---- ----- C-C C-1002 5 3 ❑ MCC-C-7 I A I 1-2/C#16TSW IN EXISTING SPARE 2 1/2"C x Q 1-1 ® O O O ®O O O O RES-01 O SPARE 3-1/2"C O C-1002 O SPARE 1"C SECTION 010 NTS 16 16 16 19 QO t�5 16 MCE-8P 19 MCD-7P/C Q MCD-6P/C � MCD-7C1 18 MCD-6C1 O 2"C SPARE SECTION 02� NTS E-3 HEADWORKS MCC-C-7 1-2/C#16TSW IN EXISTING SPARE 2 1/2"C —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —x —z —x —x —x —x —x —x —x —x —x ELECTRICAL SITE PLAN 1"=30'-O" 16 16 16 © © 0 16 21 �2 1� 0 t1 O ® 0 10 14 16 MCE-8P 0 MCE-11P/C 0 HDP-2 21 HDP-3 ® MCE-11C1 © LP1-10,12 Q 2"C SPARE O MCE-12P/C 14 LPl-11 23 HDP-4 10 MCE-12C1 Q MCE-24P (� 2"C SPARE 11 HDP-1 DESIGNED BY: M. HOWIE - DRAWN BY: M. MAHANA n SHEET CHWD BY: PJETROVIG consulting - engineering -construction • operations CROSS CHK'D BY: M. HOWIE 2/06 JHM CWS REVISED FOR THE RECORD A. NIZOV APPROVED BY: REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 NO. SECTION 3 NTS - 0 0 1© MCE-24P O MCE-12P/C O MCE-11P/C 10 MCE-12C7 ® MCE-11C1 LPl-10 2"C SPARE SECTION 040 a LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS WALK-IN ENCLOSURE Q 18 19 MCD-6P/C � MCD-7C1 1® MCD-6C1 1Q MCE-24P 19 MCD-7P/C Q LPl-10 50 2"C SPARE SECTION 050 NTS O1 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. OZ EXISTING POLE MOUNTED TRANSFORMERS. REFER TO 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 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, #12G SUPPLYING POWER TO THE NON -POTABLE WATER PUMPS AND THEIR LOCAL CONTROLS ARE TO BE REPLACED WITH 3#6, #8G. 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. EACH OF THE PROPOSED COMBINATION UNITS LOCATED INSIDE THE CHLORINE BUILDING TO BE ENCLOSED IN A NEMA 4X STAINLESS STEEL ENCLOSURE AND EACH UNIT TO INCLUDE ALL OF THE MONITORING AND CONTROL DEVICES THAT WERE PROVIDED WITH THE EXISTING 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 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 FEEDER IN THE WIREWAY AT THE CHLORINE BUILDING TO ALSO BE REPLACED WITH 3#1, #6G. THE EXISTING 1OOA/3P CIRCUIT BREAKER LOCATED IN MCC-B, CIRCUIT 11 TO BE REPLACED WITH A 150A/3P. O 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. O STUB THE SPARE 1"C INSIDE THE ELECTRICAL ROOM. CONDUIT SHALL BE CAPPED FOR FUTURE USE. ® CONTRACTOR SHALL USE EITHER SPARE BREAKER OR SHALL PROVIDE A 20A/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. 9O 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 OPERATIONS BUILDING. REFER TO SCHEMATIC 4, ON SHEET EY-6. CONDUIT AND WIRE SHALL BE 3#12, 3/4"C. FIELD ROUT AS REQUIRED. 10 NEW SITE LIGHTING SHOWN ON SHEET E-6. 11 CONTRACTOR SHALL FIELD ROUTE CONDUIT AND WIRE FOR LEVEL TRANSMITTER. CONTRACTOR SHALL MOUNT TRANSMITTER ON HANDRAIL OF GRAVITY THICKENER AND SHALL MOUNT ELEMENT PER MANUFACTURER'S RECOMMENDATIONS. LOCATION SHALL BE COORDINATED WITH RESIDENT ENGINEER AND OWNER. "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." O P13 F v-y�P�t OFT .-I. 0 LPl-10 .,t: :*,�/ ........ i ALEXANDER NIZOV j............................y 85159�i SECTION ...;= 6 ......... NAL�.G.�.. NTS - THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: E-02.dwg PROPOSED ELECTRICAL SITE PLAN SHEET E-2 6 G _ H NOTES: m w WM z_ WC G m Z Z Q Z + 0 a 0 a. ® 8 (n�W J Q UCI < W UZ Z_ J Z 0O Z =W (1) J � W J J U tea( T C LL N I W n f1 O m N W((O N N r7 J in w w x x s 0 w w 0 E 1` N CD 0 0 N O r) 0 I w / U w / to N 0) M M rb m a OVERHEAD ELECTRICAL SERVICE (3) 1PH POLE MOUNTED UTILITY TRANSFORMERS MAIN DISTRIBUTION PANEL MDP RES-01 MCC -A (ADMINISTRATION BUILDING) MCC-B MCC-C MCC-D (DEWATERING BUILDING) (INFLUENT LIFT STAION) BLOWER BUILDING REF. SHEET E-9,E-11 POWER PANEL MC "RSP" MCC-G AS PUMP STATION THIS SHEET OVERALL ELECTRICAL RISER DIAGRAM NTS FROM �MCC-CC I Mt CC-C-7 POWER PANEL 'RSP" IF I RAS/WAS STATION DEMOLITION ONE -LINE DIAGRAM 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD REMARKS NO. NTS MCC-E (NEW DEWATERING BLDG) REFER TO SHEET E-4 MCE-8P MCC-F BLOWER BUILDING SHEET E-9 DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJEfROVIC CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV DATE: TO UTILITY POLE MOUNTED POWER PANEL RSP" 480 PH, 3W, 225A BUS O) 150AT S - 150AF / MCG-1-P ( 3#2/0,#6 G,2"C I S.C. I ) 150A 3P 3-PT'S I METERING _ _MCC-G 3-CT'S 48OV, 3PH, 3W, 600A, BUS 65KAIC 1 2 3 4 5 I ( TVSS — — VFD (50Hf MANUFACTURER PROVIDED CABLE IN NEW 2" C 100A 100A 20A 3P 3P 3P 0 0 0 VFD VFD iOHP) (7.5H1 (D REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O OBTAIN SERVICE TO MCC-E FROM SECONDARY OF EXISTING POLE MOUNTED TRANSFORMERS. COORDINATE INSTALLATION WITH RELIANT ENERGY. O PROVIDE SERVICE CONNECTION IN ACCORDANCE WITH RELIANT ENERGY'S REQUIREMENTS. ER HEAD 0 DEMOLISH THE EXISTING 3#4/0, #6 WIRES AND INSTALL NEW 3-250KCMIL, #4G, IN EXISTING 2-1/2"C. THE CONTRACTOR SHALL PULL A MANDRILL THROUGH THE EXISTING CONDUITS BEFORE INSTALLING THE NEW WIRES. Y O PULL OUT THE EXISTING WIRES FROM EXISTING 2"C. © DEMOLISH ALL WIRES AND CONDUITS ASSOCIATED WITH THE EXISTING AIR CELL. :LOSURE 0 INPUT LINE REACTORS BY VFD MANUFACTURER. ® CIRCUIT BREAKER SHALL BE SIZED BY THE MCC MANUFACTURER. 0 DESIGN OF THE MCC WALK-IN ENCLOSURE WAS DONE BASED ON THE SQUARE D MANUFACTURER REQUIREMENTS. FOR ANY OTHER MANUFACTURER, THE CONTRACTOR SHALL COORDINATE THE ENCLOSURE SIZE AND THE SPACE REQUIREMENTS. 1p THE MCC MANUFACTURE SHALL BE RESPONSIBLE FOR SIZING THE FEEDER CIRCUIT BREAKER, 48OV: 120/240V SINGLE PHASE TRANSFORMER AND LIGHTING PANEL G. THE FOLLOWING EQUIPMENT SHALL BE POWERED FROM LIGHTING PANEL G (REFER TO SPECIFICATION SECTION 16481): -LIGHTING DEVICES METER -A/C UNIT -HEATER THE CONTRACTOR SHALL PROVIDE A LIGHTING PANEL SCHEDULE. DETAIL A 2 3 NTS - 66 7 a 3P) ,D I LEVEL ALARM PANEL _ LR_ U d I d OL I a U M I c0 NEW PULL BOX MANUFACTURER PROVIDED CABLE IN EXISTING 2" C A 45 45 5 EN N N 00 00 N ON z O U O ?- ?- zz >- w z >_ - - w aw aw In `- N w 0 ?j N S U RAS/WAS STATION MODIFICATION MCC—G ONE -LINE DIAGRAM consulting - engineering - construction - operations NTS 0 0 z� aw z wa 00 wz N F- Q0 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 2� SIDE "L� LINE REACTOR FOR 3 3 4 LINE REACTOR FOR 4 5 7 XFMR & LIGHTING PANEL G 2 TVSS LINE REACTOR FOR 5 METERING 6 1 MAIN SPACE SPACE "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." FRONT MCC—G ELEVATION 0 :......................... ALEXANDER NIZOV ........................ V 85159 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST30, 2002; RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: E-03.dwq OVERALL ELECTRICAL ONE -LINE SHEET DIAGRAM E-3 w I Z_ N N W _ a0 w = in z Z a Z � a m � C~J ¢ - 0 0 �m IL (A W o w h > N W cZ G w W N Q LI_ °6 w 0in (.D GG z `s z 0 , a 4 n Q m ARQ0 50 m=2 00 (n LLJ a !] 0 O W L N o�U I na�a) N W � ''.,,LLJ t x _r a 0 i E NN m 0 o_ 4 N O �t 0 w U w / N rn M m i- -- -- -- -- -- -- -- 1600A, 48OV, 3PH, 4W, 65kAIC, 60HZ MAIN CIRCUIT BREAKER 1l 2 3 4 5 6 71 3-PT'S O) 3PMCP 6) 3PP o) 3PMCP o) 3PP o) 3P 0) 3PMCP - 3PP I MULTILIN PQM 3-CT'S N_ N_ N_ N_ N_ N l l v' l TVSS N I 1600AF O 3P L.A. TI I S.C. 0 I � U O \ LO I I n M Cj W J � U - W 0 n O in In J z QO m¢ Uj O Z- tM Z OO W h X W 0 wW m Ng OQ U w¢ W O W W K Z J I w z O U U U \_ l C-4 U I I I N_ N U N U N U U y d N M d i 0 W � W N W N W O U U - U N U N N m NM _N qh N N N M N � 5 7.5 • 7.5 • • 5 C _ U I O OU)W N tn0 I NN (n0 ( ZO I W WIW m W�W C a Lai I- w t- NC 1- m m OO to Ofavmi �\ �a n w \ Q \ WUj >M ~On 1- 3: X r z= OU �w0 �° � ' cmi O in W JW(n JW V) 0 W(~n mO WI mO O m O m 23 24 — w N O to>' w w N w�>' m J O X I W X I w d In W V W V) N } I N } I J = a J m C-) 25 26 T T 8 9 10 11 0 1200AF 30A ) 3P 3P VFD 15HP 12 13 14 VFD 15HP U —\ U U W C7 N W U ?� W In U I W O0 I W U M V� W U W in U m _� t0 co m O (C 7 \ d' U O 0 0 d I U J a a 0 a qh p N U C) rn V I N M I N M N � O 4k U z Nto Ntn emu') M O I O( M I J Iw Iw F� UI" UI- aw UI- (n yUU `t 00 d� a'" a. U) \ \ m m m O Q O Q O Q J I- 0 J I- o I- o 4 N N O U. W I- W h to m Q in m x I w m U N 15 16 17 30A V1.l 1.l 1.l / 200 V / 150A 13PA 3P V V `- U � � MCC-F 10 T T 10 • Wrn U U a0� oI 0 aoIt Q Q I% O ON M I- iCL n to C' I W N W d W cmn U~= 1 I N UF-s o \' Um) a a o to (n N 0 U 0 U Z N Z N W W U V F- 20� mg DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC consulting • engineering • construction • operations APPROVED 2/06 JHM CWS REVISED FOR THE RECORD CROSS APPROVED B BY: M. HOWIE BY: A. NIZOV REV. DATE DRWN CHKD REMARKS NO. DATE: a ry U _N \ U N I M U d- w U � � O � O In to r Iw a U I- - Imi m .- O Q ~ O U U M n d .4 N N MCC— E ONE -LINE DIAGRAM NTS — — _0 — U — U d a__ I CL_ m U Up U O U Om ak M \ 0 0 M a "� TX -LP M 0 30 KVA 48OV: _ 120/208V 3PH, 4W N U I 1 to a X cq ~ 74k d- d I- I d t I 0 5 } m U w J D >- J U w w H U~ z Z U d 0 Q N a '* N d Iuu 30" 20" (TYP) �_ 30" INCOMING MAIN BREAKER AND METERS 5 TVSS 1 8 13 10 SPACE 11 SPARE FOR FUTURE SECTION 25 SPACE 126 SPACE 2 6 14 15 21 3 7 16 SPACE 17 SPACE 22 12 18 19 23 SPARE 4 9 SPACE 20 24 FRONT MCC— E ELEVATION NTS LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS 30A 3P W Q a 18 19 30A 30A v 30A 3P _ 3P 3P U U C m VO U O U ro BELT BELT FILTER FILTER OPRESS #1 PRESS #2 CONTROL CONTROL PANEL PANEL BFPMCP-3011 rBFPMCP-3( v x r ry r N d o w zI- Z O w zr O z V) W m °- w co n. o� a ° 0 a Q N O U Q n 0 U w a a < W = W = ( J In co a Ld w m w a m J w I- _1 L� J w J m w m NOTES: (DREFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O BREAKER SHALL BE SST, LSIG, 100% RATED WITH ADJUSTABLE SHORT TIME PICKUP AND DELAY, GROUND FAULT PROTECTION, MOLDED CASE, AND FIXED MOUNTED BREAKER. BREAKER TRIP SETTINGS SHALL BE ADJUSTED ACCORDING TO THE PROTECTIVE DEVICES COORDINATION STUDY (SPECIFICATION 16000). O MCC MANUFACTURER SHALL SIZE THE BREAKER ACCORDING TO THE TVSS PROPOSED. ® MCC SIZE IS BASED ON SQUARE-D. MCC MANUFACTURER OTHER THAN SQUARE-D SHALL COORDINATE SIZE WITH AVAILABLE SPACE. SPACE LIMITED THEREFORE MCC CANNOT BE ANY LARGER THAN WHAT IS SHOWN. MCC'S LARGER THAN SHOWN IS NOT ACCEPTABLE. O BY EQUIPMENT MANUFACTURER. ALEXANDER NIZOV 85159 "THIS RECORD DRAWING HAS BEEN PREPARED, THIS DRAWING WAS ORIGINALLY SIGNED AND ENTIRELY OR IN PART ON "THE BASIS OF SEALED BY ALEXANDER NIZOV PE 85159 ON UNVERIFIED INFORMATION COMPILED AND AUGUST 30, 2002 FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR RECORD DRAWING OR OMMISIONS WHICH MAY HAVE BEEN NCORPORATED INTO THE DOCUMENT AS A RESULT." PROJECT NO. 19863-31926 FILE NAME: E-04.dwg MCC-E RISER DIAGRAM SHEET AND ELEVATION E--4 rY) _ cc w LMLI z W ma z Z. ❑ a cc Q a ❑ U N e m $ ¢Q o— U LU U) 06 a CO U W Z z Eg 4�' _I m iw m i UQ om o0 Z Z z CD - n z20 -j g > DCL V (n N <Co FL ¢. O CD Q �I ate . n U)0 oU) :E 3: 0�Qn CD d 0 cli Cq I to rIZV. N 'r � c �W� NUJ W tom. I Uj o: x x o 0 E O n O 0 0 N O n 0 I w / U N W N rn r� r7 W 0) d Iq a � v v a a. d L____ d I I _ <a EXISTING POWER PANEL 'RSP' EXISTING DEMOLITION PLAN 3/8"=V-0" DESIGNED M. HOWIE ' DRAWN BY:: M. MAHANA SHEET CHK'D BY: PJEIROVIC consulting - engineering - construction - operations WIE 2/06 JHM CWS REVISED FOR THE RECORD CROSS BY: M. HO APPROVEDD BY: A. NIZOV REV. DATE DRWN CHKD REMARKS DATE: SEPTEMBER 2002 NO. NOTES: ---------------------------------------------------------------------71ri. — - - — - — - - - - — - — - - - iI — - - -� O1 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND ull `- GENERAL NOTES. ---------------------------------------------------------------------JIF�.� r----- W >a I °n °. 4. 4 - - d, a 2 a v v cv I FIT-1010 AF1 I © FIT-1015 I LIT-1000 I p` 0" \\I NEW J-BOX _______-- \ /7 NEW 4 \\� \\' \\ E EXISTING POWER PANEL 'RSP' CONNECT TO THE UNDING 1 2O THE CONTRACTOR SHALL INSTALL NEW J-BOXES IF NECESSARY, TO ACCOMMODATE BENDING RADIUS REQUIREMENTS OF THE NEW MANUFACTURER SUPPLIED CABLE. I ( v REFER TO DETAIL AE, ON SHEET EZ-3. 10 ® REFER TO NOTE 4, ON SHEET E-3. FE-i010 O DEMOLISH ALL WIRES AND CONDUITS ASSOCIATED WITH DEMOLISHED RAS FLOW METER. CONTRACTOR SHALL FIELD VERIFY LOCATION OF RAS FLOW METER. I © INSTALL 2#12, #12G, IN 3/4"C FROM EXISTING LIGHTING PANEL "RSL", USE EXISTING CIRCUIT TO NEW LIT-1000, FIT-1010 AND FIT-1015. OINSTALL 1-2/C#16TSW IN THE EXISTING SPARE 2 1/2" CONDUIT FROM THE LIT-1000 TO THE CHART RECORDER INSTALLED IN THE EXISTING J OPERATIONS BUILDING. REFER TO DIAGRAM A. REFER TO THE SPECIFICATION 16481 FOR THE ELECTRICAL EQUIPMENT MANUFACTURER CABLE ENCLOSURE REQUIREMENTS. IN 1'C TO FIT-1010 O9 THE CONTRACTOR SHALL INSTALL THE CHART RECORDER IN THE AVAILABLE SPACE INSIDE THE EXISTING MCC'S IN THE OPERATIONS \� BUILDING OR ON A EQUIPMENT STAND ADJACENT TO THE FENCE. _ COORDINATE THE LOCATION WITH THE OWNER. HORN AND BEACON SHALL BE PROVIDED BY CONTRACTOR AND CONNECTED TO THE LEVEL ALARM PANEL INSIDE MCC-G. REFER TO SCH 2/SHT EY-2. it REFER TO NOTE 9, ON SHEET E-3. FE-1015 J I 1 MANUFACTURER CA I IN. 1'C TO FIT 0 9 i,�•� i -I�.\ � MZ-3 \ I Q CONTRACTOR TO RE -GRADE AREA TO RAISE ELEVVATION OF MCC-G THREE FEET. ' 0 MAINTAIN FLOW RECORDING CAPABILITY. CONTRACTOR TO RECONNECT CHART RECORDER IN THE CONTROL BUILDING THAT RECORDS FLOW AT THE RAS/WAS PUMP STATION. NEMA 4XSS / f / MCG-1-P — / MCG-6-C J — — — — — — — — — — — — — — J— — — — — — — — — — — — -------/ / -- J------------------- 10 -- MCG-3-P ULL MCG-4-P TO MCC- MCG-5-P #4/0 BARE COPPER GROUND WIRE (TYP) to EXISTING MODrT ATION EZ-2 PLAN 3/8"=V-0" LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS J 4#14, 3/4"C 8 11 MCC-G "THIS RECORD DRAWING HAS BEEN PREPARED, CHART RECORDER ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND 1-2/C#16TSW, 3/4"C _ FURNISHED BY OTHERS TO THE PREPARER WHO IS F_ _7 NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN 1-2/C#16TSW IN EXISTING 2 1/2"C I INCORPORATED INTO THE DOCUMENT AS A RESULT." J 0 F ' EOFT�,gs�1 1-2/C#16TSW, 3/4" ............................. EXISTING OPERATIONS BUILDING i ALEXANDER NIZOV i.............................$ t 1.1%. _ 85159 _ Al THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: E-05.dwg PROPOSED RAS/WAS PUMP STATION SHEET PLANS AND SECTION ELECTRICAL MODIFICATIONS E-5 DIAGRAM A N TS _ NOTES: T z g 4 o.. o LL1 U w I W J J Z N m W m w O w a Lt.. W Z zUI ZQ J i9 a zo �¢ QU �o a = 00 Io g cA 0 a Wq� Boa lO No nda� Q CID N L1.1 r r .J 0 v- O E N r7 LH 2/06 JHM CWS REV. DATE DRWN CHKD NO. REVISED FOR THE RECORD REMARKS BASIN NO.1 AND 2 PARTIAL PLAN 3/16"=V-0" DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC CROSS CHWD BY: M. HOWIE APPROVED BY: A. NIZOV DATE. SEPTEMBER 2002 wm consulting • engineering • construction • operations "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR AIVY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS BASIN NO.3 AND 4 PARTIAL PLAN 3/16"=1'-0" O REFER TO SHEET E-1 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. LUDGE BLANKET :L TRANSMITTER XISTING SLUDGE CENER. REFER TO T E-2. THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: E-06.dwg SHEET =-J I _76 , � w Z �w� W a ^� J = Z V7 G � 0 a 0 cc a 0 a m Z U co ~W I N Q U) W 0 LLa ow _� -9� z J a ¢ Z QD¢ = J oFi o 0 a 0 O O N p W o N W Cl) II r 0 0 J d 0 N N M J W W x X O v- O E M M M O O N O r O W U _N W LO N O M M 0) O I R vw \ Ln / / � .F w LU z_ "5 cm G a z C9 z ' 0 Q m O g (D Q S �u Q w I - W JZLd Z N m 1 0 o N x g` Z s` Z CO � a 0zWp N2 s =0U o¢ m p W Q. J U` p c� OZ N �� d � Lw 0 Lb 0 1-- N N It r7 J (n w Of X t 0 0 E n r� Li m 0 O N 0 0 1 w / U N w / Q0 N 0) r%) co 0) 4 61 40AT 100AF 40A T 100AF N w N In U rn o 1 v h I W N RELOCATED LOCAL T 88L CONTROL 0 15 KVA PANEL Y, 480V.•1201240V 3PH, 4W U L` 1 I m M EXISTING MCC-D PARTIAL ONE -LINE DIAGRAM NTS U v m C5 0 MCP 3P I_I 10�1 m I N o i- zw 0 2 N _= O O dN (n U) a a EXISTING MCr_. D MODIFICATIONS ONE -LINE DIAGRAM NTS N w N N a 1 o %" zw a~ x D� Q-N MCP 3P w x J (n (n a a u MCC-D DEMOLITION ELEVATION NTS MCC-D MODIFICATION ELEVATION DESIGNED M. HOWIE DRAWN BY:: M. MAHANAANA SHEET CHK'D BY: PJETROVIC consulting •engineering-conrtru[tion •operations 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV REV. DATE DRWN CHKD REMARKS N0. DATE: NTS DIGESTED SLUDGE LIMP No. 3 DIGESTED SLUDGE 'UMP No. 4 MAIN CIRCUIT 1000A, 48OV, 3PH, 4W, 65kAIC, 60HZ BREAKER 2 3 3-PT'S 7O / 30A _ 3P _ / 3P MULTILIN PQM 1600: 3-CT'S I I 1200AF © I 3P--------I L.A. S.C. IL m I w U w I U U O TVSS "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." PI (1 �- 20" -►) Is 4 5 6 7 1 MCP 1 3P 3P 3PP I J QIII l�' QII�II I N 14 N 1 N 1 T �� � T T� m T T-I - r---LO U I�I L — J MOV MOV ktV 175 125 ( I 15 I I dN N d' 7 M Vw 1- M <02 znm> �m�l 0 zI N I- to _1 N M I- M _1 ro OO�NzOmr V)>- I >. I m>>L _ �w 33 ;~; a- zO 01— w Om Om Om w w MO U: M0 7: x U J x x U 3:3: wUj O aWO w N O O Z Zm am m > m oa . a> onoo n U) in m m m MCC-F ONE -LINE DIAGRAM 0 NOTES: NTS O1 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O2 REMOVE ALL POWER, INSTRUMENTATION AND CONTROL WIRING ASSOCIATED WITH THE EQUIPMENT TO BE DEMOLISHED COMPLETELY BACK TO ITS SOURCE. O3 EXISTING CONDUITS SHALL BE DEMOLISHED BACK TO THE FIRST FITTING BEFORE THE CONDUIT BECOMES CONCEALED. IF THE EXISTING CONDUIT STUB -UPS WILL INTERFERE WITH THE NEW EQUIPMENT BEING INSTALLED THEY SHALL BE CUT FLUSH WITH THE FLOOR AND THE AREA PATCHED TO MATCH THE SURROUNDING FLOOR. ® BLOWER NO.2 SHALL REMAIN IF ADDITIVE ALTERNATES NO.5&6 ARE NOT SELECTED. O5 IF ADDITIVE ALTERNATES NO.5&6 ARE NOT SELECTED, NO WORK WILL BE PERFORMED © BREAKER SHALL BE SST, LSIG, 100% RATED WITH ADJUSTABLE SHORT TIME PICKUP AND DELAY. GROUND FAULT PROTECTION, MOLDED CASE AND FIXED MOUNTED BREAKER. BREAKER TRIP SETTINGS SHALL BE ACCORDING TO THE PROTECTIVE DEVICE COORDINATION STUDY (SPECIFICATION 1600). 0 MCC MANUFACTURER SHALL SIZE THE BREAKER ACCORDING TO THE TVSS :71BUS DUCT 90 PROPOSED. ® TOP HAT SHALL BE PROVIDED BY MCC MANUFACTURER. THE TOP HAT TOP SHALL NOT BE HIGHER THAN SHOWN. THE CONTRACTOR SHALL BE HAT RESPONSIBLE TO COORDINATE THE MCC BUS RISER BAR CONNECTIONS WITH F THE PROPOSED BUS DUCT MANUFACTURER. THE MCC BUS RISER BAR SHALL TRANSITION 90 DEGREES TO MATCH WITH BUS DUCT. ,,-(TYP) O THE BUS DUCT SHALL BE INSTALLED WITH THE BUS BARS INSTALLED IN A FLAT HORIZONTAL CONFIGURATION FOR MINIMAL HEIGHT. BUS 90 DEGREES 6 7 TRANSITION SHALL TAKE PLACE IN THE TOP HAT. BUS DUCT SHALL BE 3PH, 4 WIRE WITH RATTING TO MATCH MCC RATTING. 10 POWER FACTOR CORRECTION CAPACITOR (PFCC) SHALL BE SIZED AND PROVIDED BY MOTOR MANUFACTURER IN ACCORDANCE WITH SECTION 01171. PFCC SHALL BE INSTALLED ON THE TOP OF MCC BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE SIZE OF THE PFCC WITH THE MCC MANUFACTURER. MCC MANUFACTURER SHALL PROVIDE WIRE LONG ENOUGH TO CONNECT TO THE PFCC. CONTRACTOR SHALL INSTALL MINIMUM 14 SIZE OF 1-1/2" CONDUIT BETWEEN MCC AND PFCC. 11 MCC MANUFACTURER SHALL REINFORCE THE TOP TO ACCOMMODATE THE WEIGHT OF THE PFCC'S. 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. CONTRACTOR SHALL LOCATE EXISTING GROUND AND CONNECT NEW EQUIPMENT TO GROUND PER THE LATEST NEC. 14 IF ADDITIVE ALTERNATES 5&6 ARE NOT SELECTED, DO NOT PROVIDE MOTOR STARTER �- 200 -�— 30" FRONT 32"(TYP)6'-1—►j 4" ��c'...EOFT gs��1 MCC-F f*: .:*� ELEVATION THIS DRAWING WAS ORIGINALLY SIGNED AND * *.•S SEALED BY ALEXANDER NIZOV PE 85159 fi.ALEXANDER NIZOV i NTS ON AUGUST 30, 2002 jp., 85159 ��; 1?° PFc15TER�' 4 RECORD DRAWING `ssIONA �_ �..�: PROJECT NO. 19863-31926 FILE NAME: E-09.dwg LITTLE CEDAR BAYOU WWTP EXISTING BLOWER BUILDING SHEET SLUDGE HANDLING FACILITIES IMPROVEMENTS ONE LINE DIAGRAM DEMOLITION CITY OF LA PORTE, TEXAS AND MODIFICATIONS E-9 IDE la Im y� n O W0 p ULli z _Z N Ci W 2� Lai(D LLi m z m,¢„ - C70 om Z . a m' Z _o0 N Cl) mp: oo 0 W a' Z 0 CO I nO d W Q if) rn Z O O � i M 0 J d J m N N d M J N L� W rr X O v- O E 00 M M 0 O O N O O I w V _N W N M M co 0) 0 I w W9 Z W a z Z E 0 a 0 oc a O m a wg z w z J d Z N LL J o W z Uf Z 'z O Z ¢ i zm • m Q U w 0 E O0 o ¢ a �m CL 0 i e-U) 0 N O I � nddLO N Lb ci O 0- a m m N N <t M J W W x X a 0 ;_ �0 ico 0 N O ( I w z L ry w ~ U) I_ z I .-J 06 z Q3 m `s m U_d (D(D aw v =g F z p z z U) Q to r W m $ _� 90 (DIL oo 8 a o_j o 0 u_ U_ I ro-m0 c CV N W00 1 0 n m m N 0 d CL L N N d r7 J 6i U_ w ry x L - U w 0 E N d- 0 0 N 0 N W I i U N W N CO CO 0) D_ EF-01 EF-03 — EF-02 I I UH-01 HDP-5 i I I i MCE-1P/C I I I I rDSC-01 — — —_— M I I — — I i I I I I I I i I -- I I I P� I J2 I I I I I I I I I I I III -- C O3 HOIST/TROLLEY DISCONNECT SWITCH M CE-7P/C rr BP-301 I� M M BP-302 J JII — - - — - - MCE= 3P/C- - — - -MCE-2P/C TER MOTORS AND T J-BOXS ARE PROVIDED BY BELT FILTER PRESS MANUFACTURER (TYP FOR 301 &302) BELT F LTER RESS M IN TROLI11.NEL TO BELT ULTER O2 PRESS MAIN CONTROL PANEL (301) MCE-20P — -i_ 2/06 JHM I CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD NO. REMARKS I J2 I I I I I NEMA 4X WET AREA BELT F ILTER PRESS 302 BFP LOCAL ONTROL PANEL (302) TO BEL FILTER O2 PRESS MAIN CONTROL PANEL (302) -� _---_- L_4-i-------------- ----------------------------- UH-03 HDP-7� MOD-LV-04 TO EF-02 (MCC-E) WIT-1140 2# 12,# 12G,3/4"C REFER TO SHEET E-14 FOR ENLARGED PLAN TO BELT FILTE O PRESS MAIN CONTROL PAN L H zno\ DESIGNED DRAWN BY: M. HOWIE M. MAHANAANA SHEET CHK'D BY: PJETROVIC consulting - engineering - construction - operations CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV DATE: SEPTEMBER 2002 C-2001 1-2001 LP1-17 MCE-21P �J PANEL HDP PANEL LP1 — BFP BFP MCP MCP TX-HDP L 301 302 5 5 MCE-15P EQUIPMENT G PAD (TYP) EZ- I MCC-E I MCE-22PAC II I ( y . . . . . . - —. —.— #4/0 BARE COPPER — CONDUCTOR (TYP) PLAN 1/4"=V-0" OII • r�� r10 M T,SLL-1035-0 N HDP-8 I 2KM XING TANK71 01 20 2,#12 (MCC-E) TI MIXING TANK T-02 al�CtlIIi51 I REFER TO SHEETI — — — — — — E-2 FOR CONTINUATION I I 3 E-2 C-2002 1-2002 LP1-18 UH-04 I MOD-LV-05 — — ®-- - — - — - — LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS NOTES: O REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. OZ REFER TO BELT FILTER PRESS RISER DIAGRAM ON SHEET EY-5 FOR CONDUCTOR AND CONDUIT QUANTITY AND SIZES. 30 CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EQUIPMENT MANUFACTURE. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT AND WIRE BETWEEN DISCONNECT SWITCH AND HOIST/TROLLEY. ® CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EQUIPMENT MANUFACTURE. O REFER TO DIAGRAM 1, ON SHEET EY-5 FOR INTERCONNECTING FROM BFP MAIN CONTROL PANEL. © POWER FOR MODS. 70 J-BOX FOR EMERGENCY PULL CORD. CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EQUIPMENT MANUFACTURER. ® CONTRACTOR SHALL PROVIDE LIGHTNING PROTECTION FOR BFP BUILDING. \ NOT SHOWN ON DRAWINGS. REFER TO SPECIFICATION SECTION 16502. gO ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH SPECIFICATION SECTION 16660 AND THE LATEST NEC. TO CC-E 2#1 ,#12G,2#14,3/4"C ® ZERO SPEED SWITCH / / f / / / ALEXANDER.NIZOV .r i ��ofi PFG/STERF���"..i "THIS RECORD DRAWING HAS BEEN PREPARED, `io`�- ENTIRELY OR IN PART ON THE BASIS OF UNVERIFIED INFORMATION COMPILED AND LY SIGNED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS SEALED BY ALEXANDER THIS DRAWING WAS ORIGINALLY NIZOPE 85159 ON NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR AUGUST 30, 2002 OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: 31926-E12 BELT FILTER PRESS BUILDING SHEET POWER AND INSTRUMENTATION PLAN E-12 --•aw I R r U 06 W (9 �Z J = U 2L J ZJ J m Z U) 0� 0 IL Lij °U- U 1 F-;F d m W � t�f w I QD O O N O M I w i V N w N M M o 00 a. 48" LP1 WPC LP WF DESIGNED BY: M. HOME DRAWN BY: M. MAHANA SHEET CHWD BY: PJETROVIC CROSS CHWD BY: M. HOME APPROVED BY: A. NIZOV DATE: REMARKS = 61 consulting • engineering • construction • operations ff LH IN 1/4"=V-0" LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS CIN I IKtLT UK IIN rmm I VIN 11-I11 61iJIJ Ur UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." a THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING BELT FILTER PRESS BUILDING LIGHTING AND RECEPTACLE PLAN PROJECT NO. 19863-31926 FILE NAME: E-13.dwg SHEET =110l W z l m �� wa w Z z ED z w 3 m cc o: a w ULU S f- z N J z N QZ ILL ow Sm . C9a z 'x Z O ZO �m 3 Q t3 w N = J U Q io ¢ I� o s to 0- I 0 U U N .- LLI O I J �n.LUrn clj CNI O cr er r7 J CD N W 00 j uj W x X a 0 E MM i u7 0 0 N o — i W V N W N M r7 co ro 2/06 JHM CWS j o REV. NO. DATE DRWN CHKD 120VAC, 1PH REVISED FOR THE RECORD REMARKS SMOKE DETECTOR O3 1 PULL STATION 30 (TYP) ALARM LIGHT (TYP) O3 ALARM HORN (TYP) 30 ALARM ANNUNCIATOR PANEL IN OPERATIONS BUILDING FIRE ALARM RISER DIAGRAM 1 O NTS - DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV DATE: BELT FILTER BELT FILTER PRESS #1 PRESS #2 CONTROL CONTROL PANEL PANEL BFPMCP-301 BFPMCP-302 MCE-19P/C 1 MCE-18P/C MCE-111 MCE-121 MCE-11C2 MCE-12C2 C-2006 C-2005 C-2004 C-2003 C-2002 C-2001 1-2002 1-2001 consulting • engineering • construction • operations FACP-01 M __z --® LP1�-16 PANEL LP1 —� PANEL HOP TX-HDP r—• I I I MCE-14P ELECTRICAL ROOM MCC-E ELECTRICAL ROOM POWER & INSTRUMENTATION PLAN 1 1 /2" = V - 0" _ LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS FUTURE TERMINATION CABINET L____J NOTES: 1O REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE FIRE 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 SHALL USE CLASS A TYPE WIRING AND INCLUDE, BUT NOT LIMITED TO; 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 ALARM SYSTEM MANUFACTURER. ---�-- FOR CONTINUATION REFER TO SHEET E-2 "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING, ELECTRICAL ROOM PLAN PROJECT NO. 19863-31926 FILE NAME: E-14.dwg SHEET E-14 90 w m f z a m 0 w I' w o P:w J = UU Q LL W Z Z �X_ Z Q 06 S w c4 w CL � Z �W Wawa m C � � N w m w 1 Z w LLi w O m 'a 2 Z m s 0 e¢ a 1 Z Z N � w LLi w :x m w 0 m 0 0 �m a M J w x x 0 0 E 00 �t L6 0 0 0 0 -71 O I w V N w / rD N m M M 00 a a i T c W f- z _j — Z N a U Ld u f- cDa LLo w =_2 _IW z� Z O m a CO N g � U oo a ¢ or a. Ov LL O J to n�Wto O CV CD co N N �r N Ld w o_ x 0 E 0 up t<; to 0 0 N 0 N I >- w w N rn M M to C) G A B C Pa 6 8 10 12 14 16 IN ezn 22 go VFD 0V TO 12CRlVFD FAILURE \—MANUFACTURER CABLE SIZE TO CPT - TO LINE 26 SIZE ACCOMMODATE ALL OPERATING DEVICES CR-1 CR-y VFD FAILURE TO LINE 12 MANUAL CR-x VFD RUN SPEED TO LINE 26 CRR-1 PUMP ON PTT CR-1 PUMP OFF G PTT OVERLOAD OL A PTT i CR-1 STOP START CR-Y CR-2 CR-A OL S CR 6,810,26 1 SCH 2 SPARE 120 VAC RETURN AND WASTE ACTIVATED SLUDGE PUMPS SCHEMATIC 1 EQUIP. NO. LOOP NO. LOCATION MCC WASP-101 1000-01 RAS/WAS STATION MCC SHT E-3 RASP-101 1000-02 RAS/WAS STATION MCC-G SHT E-3 RASP-102 1000-03 RAS/WAS STATION MCC-G SHT -3 N0. 2/06 JHM �CWSREVISED FOR THE REV. DATE DRWN CHKD REMARKS G A B C 2( 3( 3' 480V TO 120V CPT SIZE TO Arr(IMMOnATF CR-A TDE-1 CR-A CR-A CR-A 36 �Q � 0-1, 12,26 n RAS PUMP RAS PUMP WAS PUMP NO.1 NO.2 r SPARE TO SCH 1, THIS SHEET LEVEL ALARM PANEL SCHEMATIC 2 DESIGNED M. H ,&'� DRAWN BY:: M. MAHANA ANA SHEET CHWD BY: PJETROVIC consulting -engineering - construction - operations CROSS CHK'D BY: M. HOME APPROVED BY: A. NIZOV DATE: "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." NOTES: Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O2 THE CONTROL SCHEMATIC IS BASED ON FLYGT PUMP MANUFACTURER REQUIREMENTS. FOR ANY OTHER PUMP MANUFACTURER REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE TO 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. O3 MOTOR T-STAT. THREE REQUIRED. ONE PER PHASE. ® CONTACT LOCATED IN FACP-02. O CONTRACTOR TO RECONNECT AUTO DIALER AT RAS/WAS PUMP STATION FOLLOWING INSTALLATION OF NEW PUMPS. H N --120VAC, 1PM FROM CPT ON SCH 1/SHT EY-4 5 STOP-LO® H 0 Xa START 0 CR-1 CR-2 �0 OL1 7 1,2,5,34, M 40,40 40 El g I COX FROM BFP CP-* CLOSES ON HIGH 18,36 36 PRESSURE 36 18 0 GR 7 22,36 CLOSES ON LOW PRESSURE 0 M 34 0 • ( 2 740 CR-2 M h OLX M M 40 � J TO FUTURE SCADA SPARE 2234 BOOSTER PUMP SCHEMATIC 3 EQUIPMENT NO. LOOP NO. LOCATION MCC BP-301 1130-01 BFP BUILDING MCC-E 1 SHT E-4 BP-302 1130-02 BFP BUILDING MCC-E 2 SHT E-4 H 120 VAC 1PH FROM CPT/SCH-1/SHT EY-4 M 5 STOP-LO ® H O A 0 ® ACP INTERLCWk 7 X00 START O 0 i— i O i 4 i THERMOSTAT �— COX M 9 I ■ M M M OLX 30 SPARE TO FUTURE SCADA EXHAUST FAN SCHEMATIC 4 (TYP) - EQUIP. NO. LOOP NO. LOCATION MCC MCC EF-01 - BFP BUILDING E-4 SHT 01 MCC EF-02 - BFP BUILDING E-4 SHT 02 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS OL'S t 2,5,9 30,30 30 ......................... . ALEXANDER NIZOV ^:85159 .......... a THIS DRAWING WAS ORIGINALLY "SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: EY-2.dwg ELECTRICAL SCHEMATICS I SHEET EY- 2 cc w m z ED Q cc 1� U) W F- J = UU LL W _I = ZU Z U =a U O F- W ®� 04aWto r 0 o ri N W 000 al ti 1 G RUN OL 2S 100%80765 50% 0% 7 ! 7 RUN T IS OL CT B0� 2S M CF I I iQ IS T is t i c N g '4 z 'z Im W 'tl c � I I N N r7 J vi u x X _ 0 0 u) u� 0 0 0 \ rn O N O r7 I W U W 0 N rn r7 r) 0 00 I TO BCP, SCHEMATIC 3 THIS SHEET BLOWER RVAT STARTER SCHEMATIC 1 EQUIP. NO. LOOP NO. LOCATION MCC BLOWER NO.1 1200-01 BLOWER BUILDING MCC-F SHT E-9 BLOWER NO.2 1200-02 BLOWER BUILDING MCC SHT E-9 BLOWER NO.3 1200-03 BLOWER BUILDING MCC SHT E-9 2/06 JHM CWS REVISED FOR THE RECORD REV. DATE DRWN CHKD NO. REMARKS DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC---- CROSS CHK'D BY: M. HOWIE APPROVED BY: A. NIZOV DATE: G A MCP —sic I 8 I C we 1 -1 Lei m 480 TO 120V TRANSFORMER M M M 3 4 M � STOP-LO STOP 0 L RQ 0 START XO 3 I I I OX 0 1 ... O—i FUTURE OX START/STOI 2 SPARE PSH 0 N PSL 0 !0 0 CR-2 2 M I OLX i0 1 111 • engineering • construction • operations TO BFP CP I I I I I I I I SSOL-1 I MOTOR HEATER a_FLF'o--F- OFF G PTT Gil PTT ON R PTT 0 R PTT MOTOR OVERLOAD 8OLX MOTOR OVERLOAD A PTT OL'S CR-1 CR-2 OQ 12 M 6, 30, 30, 30 30 RESET 0 CR I 1 I HIGH PRESSURE I � R PTT 0 I R PTT I I _ LOW SUCTION R — PTT R PTT nJ M ( M nfOLXIn (� M In nICR-1 CCR-I22 Y i SPARE SPARE DIGESTED SLUDGE PUMP SCHEMATIC 2 EQUIP. NO. LOOP NO. I LOCATION MCC DSP-03 1110-01 DIGESTED SLUDGE MCC PUMP STATION SHT E-9 DSP-04 1110-02 DIGESTED SLUDGE MCC-D PUMP STATION SHT E-9 NOTES: Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O AUXILIARY CONTACT LOCATED ON DISCONNECT SWITCH MOUNTED IN FIELD. CONTACT IS OPEN WHEN SWITCH IS OPEN. Q MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. ® FUTURE PROVISIONS FOR AUTOMATIC CONTROL. OS CONTROLS FOR BLOWER CONTROL PANEL SHALL BE PROVIDED AS PER SECTION 11370 AND LOOP 1130. © CONTACT CLOSED DURING NORMAL OPERATION. O CT SHALL BE LOCATED IN THE MOTOR POWER LEAD J-BOX. CT PROVIDED BY BLOWER MANUFACTURER AND MOUNTED BY CONTRACTOR. TO STARTER: SCHEMATIC 1 THIS SHEET VA P[:]FROM BLOWER CONTROL PANEL "BCP" BLOWER HI TEMP LINE 60 OLX MAN UAOCTURER -w WER SCH 1 BLOWER OIL HI TEMP -� DISCHARGE HI TEMP TO STARTER BCP LINE 28 START IMPENDING SURGE -� SCH 1 -+► SURGE - COMMON SHUTDOWN BLOWER OIL LOW PRESSURE -� INLET HI TEMP -� LOC/COMP SWITCH POSITION _ PROVISIONS BLOWER OUTLET HI VIBRATION FOR FUTURE - � SCADA -� BLOWER INLET HI VIBRATION SYSTEM START SEQUENCE COMPLETE - CONTROL POWER ON INLET VALVE READY INLET VALVE OPEN VALVE POSITION INLET VALVE CLOSED -► LOCATION OPEN TO STARTER LINE CT +_ SCH VALVE POSITION CONTROL CLOSE l PROVISIONS FOR I START FROM RIO-4 } START/STOP J FROM SCADA CURRENT METER -� CURRENT RELAY -� -�_ BLOWER INLET VIBRATION d - -+� BLOWER OUTLET VIBRATION TEMP -� INLET 1-2/C#16TSW,3/4"C �_' BLOWER INLET BEARING TEMP VIBRATION PROVISIONS �/ ■► BLOWER OUTLET BEARING TEMP FOR TEMP L -°" 4-20mA OUTLET it-v- BLOWER DISCHARGE TEMP VIBRATION 1-2/C#16TSW,3/4" C -� I -� MOTOR BEARING TEMP -► BLOWER DISCHARGE PRESSURE ,- -�► INLET VALVE POSITION - - - - - - BLOWER CONTROL PANEL BCP-* SCHEMATIC 3 "THIS RECORD DRAWING HAS BEEN PREPARED, - ;'��PCE•,,,,,-�� ENTIRELY OR IN PART ON "THE BASIS OF :* UNVERIFIED INFORMATION COMPILED AND �* THIS DRAWING WAS ORIGINALLY SIGNED AND i ALEXANDER... ...................... FURNISHED BY OTHERS TO THE PREPARER WHO IS �r NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR SEALED BY ON AUGUST AAUGUS ER NIZOV PE 85159 rT 30, 2002 rr�'0 85159� o••.F � OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." RECORD DRAWING 818,30 24.28 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS ELECTRICAL SCHEMATICS II PROJECT NO. 19863-31926 FILE NAME: EY-3.dwg SHEET EY- 3 n n n I F w Uj N W w rm ___..... Z � a z 0 Z e z a 0¢ a (. ❑ 0 I (0= i W 0 a m I- U J w Z N LL W _ U z� =m � la Z x p z� ;� 4 Q Q n t3 v 's _ COz O� =6 oB _I (n a 0 CO W O I J n a W Lo m 3 N r rn t N W 0 Lli w 0 w E E M u) ui to 0 o N 0 II � Ld i w U Ld / Lfl N m r) r7 00 W rn n: 1 2 3 4 H ELECTRIC VALVE ACTUATOR ENCLOSURE MCP M A T 0 10 A 0 B I M -0TM 0 C M I B -O M - � � �, 0 I 480 TO Li 120V - - - - C OL'S TRANSFORMER NEMA 4X 304 STAINLESS STEEL DISCONNECT SWITCH I L480 C VOLTS I G i 120 VOLTS PHASE I FAILURE I RELAY (PFR) LSC OPEN R N LSO CLOSE SCHEMATIC 1 I G i C 0 I MOTOR WDG. HTR. THERMOSTAT ENCLOSURE HTR. I I PFR (FAIL SAFE OPEN) C OFF LOCAL REMOTE STOP \i CLOSE LSC TSC 0 I I X00 p MOTOR i OL'S THERMAL I SWITCHES FROMCf VALVE POSITION i VFD LSC �\ OPEN CLOSED MID OPEN ( I LSO TSO C 0 I I I I p I I 9-10 X 0 0 9-10 I I 7-8 0 X 0 7-8 i 0 U 1 �_ COX OPEN 3-4 0 X 0 3-4 1 i 0 Q I CLOSE FROM BCE I OR SPARE 1-2 X 0 0 1-2 1 I _I— OoX LSC LSO -A LSOB 19-20 0 0 X 19-20r1o ,r-2110no7o�-701, 17-18 X X 0 17-18 1 j 1009 1 REMOTE CLOSED OPEN OPEN 0 MODE Q J STATUS STATUS STATUS 13-14 X X 0 13-14 TO BCP OR SPARE SPARE 11-12 0 0 X-- MOTOR OPERATED VALVE 19-20 0 o-t- —-->X X 19-20 (VALVE SHOWN IN THE CLOSED POSITION) 17-18 X X<--->0 0 17-18 Q SCHEMATIC 2 rn J 13-14 X XF - -->0 0 13-14 11-12 0 Of--->X X 11-12 EQUIP. NO. LOOP NO. LOCATION MCC/ PANFLBOARD MOV-8-1 1200-01 BLOWER BUILDING MCC-F Q SHT E-9 39-40 0 OE- - -->X X 39-40 MOV-B-2 1200-02 BLOWER BUILDING MCC-F Q 37-38 X XF - -->SHT E-90 0 37-38 MOV-B MCC-F m -3 1200-03 BLOWER BUILDING SHT vi MOV-AD-1 1105-01 AEROBIC DIGESTER HDP 33-34 X X<-- - -->0 0 33-34 SHT EY-1 MOV-AD-2 1105-02 AEROBIC DIGESTER HDP 31-32 0 0E--�X X 31-32 SHT EY-1 MOV-AD-3 1105-03 AEROBIC DIGESTER HDP SHT EY-1 MOV-AD-4 1105-04 AEROBIC DIGESTER HDP SHT EY-1 VALVE LIMIT SWITCH LAYOUT DIAGRAM 1 (TYP) _ "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA SHEET CHWD BY: PJEfROVIC : consulting engineering•mnstruction•operations 2/06 JHM CWS REVISED FOR THE RECORD CROSS CHK'D BY: M. HOWIE REV. DATE DRWN CHKD APPROVED BY: A. NIZOV REMARKS N0. DATE: NOTES: O1 REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. - Q MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. Q PROVIDE ONLY FOR BLOWER MOTORIZED VALVES. FOR AERATION BASIN VALVES LEAVE THE CONTACTS AS SPARE FOR FUTURE USE. G G LINE REACTOR (TYP) LOAD REACTOR (TYP) OL — A oMfP I A B 1 I VARIABLE B OL —0 0 FREQUENCY M 1 DRIVE 1 C —0 (VFD) C OL I I I I AUX CR-2 4- W 480 TO SIGNAL20mA ENABLE QON EY-3 LINE 12 TRANSFORMER AUX H Nse CR-X VFD - FAILURE N SPEED SIGNAL 4-2OmA SIGNAL CR-Y VFD FROM BFP-MCP ISOLATOR RUN TO BFP-MCP 0100% LINE 30 START SIGNAL f LINE 8 1` CR-1 MANUAL SPEED ADJUST SPEED FEEDBACK VFD 4-20 MA CR-X :t FAILURE TO BFP-MCP LINE 8 N T N 120VAC FROM VFD CRT ABOVE 2 CR-1 MOTOR HEATER OFF G PTT a G PTT CR-1 ON 4 R PTT R CR-1 PTT 6 STOP-LO L R HIGH LOW VFD STOP 0 START 0 PRESS. SUC. FAIL O OL'S 8 XO CR VFD,2 4,6,30 CR-4 CR-5 CR-X 8 i I CR-1 I L R _ OX � XO START I I I I 0 �_ OX 10 � I I I START/STOP 1 FROM BFP-CP OX OX 12 0-�-0 2 30 PSH 0 RESET 0 16 CR 4 18 CR-4 i HIGH PRESSURE 18 I R PTT i I R PTT PSL I 20 22 CR-5 E;; ON 22 PTT VFD RUN VFD FAIL CR-1 CR-2 0 ZEOT��1 ��, 30 R '�S�P••�••['�•�iq, i tr:*' i PTT fff^^E NIZOV i TO BFP-MCP TO BFP-MCP SPARE •ALEXANDER ..y jam.• 85159 •-2'i EQUIP. NO. LOOP NO. LOCATION MCC TSP-301 1120-Ot THICHENED SLUDGE PS MCC-E SHT E-4 TSP-302 1120-02 THICHENED SLUDGE PS MCC-E SHT E-4 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS THICKENED SLUDGE PUMP THIS DRAWING WAS ORIGINALLY SIGNED AND SCHEMATIC 3 SEALED BY ALEXANDER NIZOV PE 85159 REF SCH -/SHT _ _ ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: EY-4.dwg ELECTRICAL STANDARD SCHEMATICS III SHEET. EY- 4 B A e a (� z N Li Z20 WC m a G 0, z Z r 9 z r o o a o¢ 0 Q ul W to j H J Q V U CD � Z_V0 zO _i Q m J U) Q 0 J � O r U) W O r d W to o L0 N Lo W 00 N N po po J Ll w x x 0 a Lo Lo L6 Lo O 0 0 N O Lo I w 0 w N 0) r7 M. HOWIE DESIGNED BY: ---------------'-- ���II DRAWN BY: M. MAHANA ` PJETROVIC SHEET By:: BY: JETR- consulting•engineering•construction•operations ruvn R`L MM Ham-' BELT FILTER PRESS RISER DIAGRAM LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS NOTES: Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O THE CONTRACTOR BETWEEN HTHE TWOVPANEL AND CONTRACTOR SHALL COORDINATE D7S INSTALL ALL WIRES AND AL' REQ WITH THE BELT FILTER PRESS MANUFACTURER TO DETERMINE THE NUMBER OF CONDUCTORS AND CONDUITS THAT ARE REQUIRED TO Bt- INSTLLED THEABELTT BETWEEN LE EREPRESS LOCAL ILTER CONTROLESS PANEL!NCONTROL PANEL THE CONDUIT SIZE BETWEEN THE TWO PANELS SHALL NOT BE SMALLER THAN 1". O ALL CONDUIT ON THE PLANSNORWIRES NOT. SHOWNSHALL BE SHALL COORDINATE WITH SHOWN EQUIPMENT MANUFACTURE FOR EXACT SIZE AND QUANTITIES FOR CONDUITS AND WIRES. ROL J—BOX 1"C CONTROL J—BOX J#14,1"C "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT-" ALEXANDER NIZO *. _. , B5159 THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BOAEXAND R NIZOV 2002E 85159 N RECORD DRAWING PROJECT N0. 19863-3192E FILE NAME: EY-S. wg ELECTRICAL BLOCK DIAGRAMS SHEET EY- 5 3 B�5 n n n n � I W F- > w J Z E- (7Q uj =m Z� ; J DJ z p= z� - ZU a QU) mig =a Do (� 0 Q 00 O U U)LU O r o��� N W oo N N d- r7 J vi w Of x 0 0 E r- ui 0 N 0 I r W / V W N rn rn r7 0) a H 5 ON OFF Q 7 ' M M 30 SPARE a] FACP [A INTERLOCK O3 I L OD M OLX 1' off �f TO FUTURE SCADA EXHAUST FAN SCHEMATIC 1 (TYP) - EQUIP. NO. LOOP NO. LOCATION MCC MCC-E EF-03 - BFP BUILDING SHT E-4 120VAC FROM STARTER CPT / SCH-1/SHT E-4 M 5 STOP-LO Q Q START OQ 7 M ON OFF 0 SEAL WATER "1 11 SOLENOID m LSLL 0 22 TDE-1 24 ?_ LSH [A 26 � 27 LSL 0 28 1 Cr__r0__ M RESET 0 OL'S 1,2,5 30,30 30 N OL'S 12 5, 9, 20, 22,30,30 30 24,30 R=O-30 SEC S 20 SEC POLYMER HIGH LEVEL R PTT POLYMER LOW LEVEL R PTT M M TDE-1 M OLX CR-1 CR-2 30 SPARE TO POLYMER FEED TO FUTURE SCADA METERING PUMP-* POLYMER MIXER SCHEMATIC le 2 EQUIPMENT NO. LOOP NO. LOCATION MCC PM-301 1035-01 BFP BUILDING MCC-E 301 SHT E-4 PM-302 1035-02 BFP BUILDING MCC-E 302 SHT E-4 H N 120VAC FROM STARTER CPT / SCH-1/SHT EY-4 M 5 PULL STOP-LO L RU0 CORD o 0 START TDE-1 Q2 0 OL'S 1 2,5, 7 M 8,22, 30, 30 8 I I 30,30,30 M BFP START OX XO �— 10 I I I I I I 10A I I I I I i i START/STOP I I I FROM BFPCP-1 I I I I I I I I I OX 11 I I START/STOP I FROM BFPCP-2 I OX OX CR 12 I 1 I 30 I I REMOTE MODE 13 i R 14 15 20 PTT PULL CORD TRIPPED R PTT ZERO IA SPEED M SWITCH RESET 1011 22 7-24, R=0-30 SEC 24,30 S=20 SEC TDE-1 TDE-1 ZERO SPEED 24 B PTT M ff M M OLX TDE-1 CR-1 CR-2 M OLX 30 SPARE TO FUTURE SCADA TO BFPCP-1 M OLX 30 \ TO BFPCP-2 DESIGNED ., M. HOWIE DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC consulting • engineering • construction • operations APPROVE 2/06 JHM CWS REVISED FOR THE RECORD CROSS APPROVED DKB BY: M. HOWIE BY: A. NIZOV REV. DATE DRWN CHKD REMARKS NO. DATE: DEWATERED SLUDGE CONVEYOR SCHEMATIC (2) EQUIP. NO. LOOP N0. LOCATION MCC MCC-ESHT DSC-01 1140 BFP BUILDING E-4 "THIS RECORD DRAWING HAS BEEN PREPARED, ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN INCORPORATED INTO THE DOCUMENT AS A RESULT." NOTES: Ot REFER TO SHEET E-1 FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES. O2 MOTOR THERMOSTATS. (3) REQUIRED. ONE PER PHASE. O3 CONTACT LOCATED IN FACP-01. ® BY FIRE ALARM SYSTEM MANUFACTURE. H N _ — 120VAC FROM STARTER CPT /SCH-1/SHT EY-4 - --i I I I POWER ON 02 1 W FACP-012 FIRE INDICATOR Q3 I 2 R LOCATED IN FLASHING LIGHT BFP BLDG. ALARM HORN ® (III 13 1 I - - - - - - - NEMA 1 ENCLOSURE BELT FILTER PRESS BUILDING FIRE ANNUNCIATOR PANEL 1Q SCHEMATIC 4 I— -- -- -- — -- — -- — --F M I 4-2OmA FROM �- - I 4-20mA LINE 11.5t�------------------- TO CONTROLS BY --------- -BFP MANUFACTURER — I 120V,16 M a I I I TO I LINE 16 I-- I I rust M ON 12 -0— I I I L R TDE-1 TDE1 OL'S 2 4 XO M 12, I t61 I I POLYMER MIXER I I 6 SCH 2 THIS SHEET i START/STOP OX 16 I I I I I FROM BFPMCP I OX 10 0 TO BFPMCP I �_OX 11 r- I/I I 4-2OmA � I I �_ TO I t1 BFPMCP I I CONTROLS EA J --- ABOVE PSL-104-* 4-2OmA PRESSURE SWITCH M RESET 12 D 16] FROM R=014 -60SEC I DC CONTROLLER S 15SEC TDE1 FAIL a TDE1 14 R I I TDE1 M 16 I I TO rTO I ` BFPMCP BFPMCP I ��jE0F7��1 ----------------- W *. ........:* i ALEXANDER NIZOV EQUIPMENT NO. LOOP NO. LOCATION PANEL PFP-301 1040-01 BFP BUILDING 1 01 SHT PFP-302 1040-02 BFP BUILDING 02 SHTP1 LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS CHEMCAL FEED PUMP `............................... j°. 85159�i SCHEMATIC r5 (TYPICAL OF 6) THIS DRAWING WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 ON AUGUST 30, 2002 RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: EY-2.dwg ELECTRICAL SCHEMATICS V SHEET EY- 6 cc Uj a z 0 z , Z) Q m 0 a —1 LU i Q p O m (D Q W z z 0 z I; 2 J z a pQ Q(n u _ J U ¢ � BE J 8 ' 0 T C Lvtl tiO. to WCm O c , CD N LU 0000 I N N vi W Of X 0 0 E On Ln LO 0 0 N 0 i N W i V w LO N rn M iM 00 On On - z I 0 I in 5" 5" MIN. 8•_O• MIN. I� —GALVANIZED STEEL CHANNEL FOR CABLE SUPPORT (TYP) r 36" OPENING FOR M.H. FRAME AND COVER I TYP ELECTRICAL �-INSTALL GALVANIZED DUCT BANK. SEE STEEL PULLING IRON SITE PLAN FOR OPPOSITE CENTER LINE ACTUAL LAYOUT OF EACH INCOMING DUCT (TYPICAL) SEE DETAIL C FOR TYP. DUCT E PLAN PENETRATION ED-4 SEE DETAIL I ON THIS SHEET FOR MANHOLE FRAME AND COVER INSTALLATION DETAIL. FINISHED cO GRADE END BELLS OR BUSHING 2" CHAMFER M.H. STEPS @ 16" O.C. APPLY SEALANT r0000 t; BETWEEN JOINTS GROUND LU PULLING o 1" PVC DRAIN PIPE WIRE IRON z FROM INSTR. FLOAT (TYP.) MANHOLE SWITCH SLOPE SLOPE —GALVANIZED Lw STEEL CHANNELS 00 Z FOR CABLE RACKS, SPACED AT APPROX. 2'-6" INTERVALS LZ _ = N ON EACH WALL TO GROUND CLEAR DUCT ROD 3/4" DIA. COPPER OPENINGS CLAD STEEL "Z" BAR FOR GROUNDING #4/0 BARE COPPER CABLE WELDED AT EACH END. SECTION NOTES: 1. BOND ALL METALLIC ITEMS INSIDE MH TO GROUND BAR W/MIN. #4 AWG BARE COPPER CABLE. 2. MANHOLES SHALL BE REINFORCED FOR H2O WHEEL LOAD. 3. CABLES SHALL BE RACKED ON PORCELAIN INSULATION CLAMPS. 4. DIMENSIONS SHALL BE AS SHOWN UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 5. DEPTH SHALL DEPEND UPON SURROUNDING PIPES AND GRADE. MINIMUM 6'. ELECTRICAL MANHOLE DETAIL A PRE -CAST OR CAST IN PLACE PAVED AREAS BRICK CHIMNEY WITH FULL CAST IRON MANHOLE FRAME BEARING UNDER FRAME. AND COVER AS SPECIFIED HEIGHT VARIES TO SUIT FIELD CONDITIONS. ( [ALL QUARE CONCRETE APRON AROUND MOP ENTIRE SURFACE WITH COAL TAR BITUMEN 2'-6" BEFORE PAVING FINISHED SLOPE LSLOGRADE v v v PAVEMENT CLASS "A" AS SPECIFIED CONCRETE FILL MANHOLE OR HANDHOLE AS REQUIRED NOTE: FINAL GRADING SHALL PROVIDE ADEQUATE DRAINAGE AWAY FROM MANHOLE COVER IN ALL DIRECTIONS. MANHOLE OR HANDHOLE FRAME AND COVER DETAIL I NTS - 2/06 JHM CWS RIVISED FOR THE RECORD REV. DATE DRWN CHKD NO. I � I SEALANT AROUND AND SIDES OF JOINT ROUGHEN ALL JOINT SURFACES AND APPLY CONCRETE ENCASEMENT EPDXY BONDING AGENT IMMEDIATELY PRIOR TO REBARS io POUR. (TYP.) _ >' — — �. SEALANT AROUND -- END BELL JOINT PERIMETER >--r FORM SQUARE ALL AROUND BOND ALL STEEL CONDUIT WITH #4 BARE COPPER CABLE TO M.H. GROUND TYPE 1 — HIGH VOLTAGE ROUGHEN ALL JOINT SURFACES AND APPLY EPDXY BONDING AGENT SEALANT AROUND IMMEDIATELY PRIOR TO AND SIDES OF JOINT POUR. CONCRETE ENCASEMENT SEALANT AROUND JOINT PERIMETER DUCT BANK GROUND WIRE (WHERE REQ'D.) " INSULATED BUSHING WITH GROUND LUG (TYP) CONDUIT AS >>' PVC COATED STEEL CONDUIT _ .{a FACE ELEVATION EEBPAj S \�\�/\\�\' • e MULTIPLE CONDUITS ( BOND ALL COND. W/ TO M.H. GROUND #4 BARE COPPER CABLE TYPE II WEATHERTIGHT DUCT PENETATION DETAIL B AT MANHOLES _ #5 REBAR (TYP) CAULK ALL AROUND -PVC OR STEEL CONDUITS p WITH SEALANT INSIDE AND OUT. CONC. ENCASEMENT COUPLING (TYP) 4:3 -'�.----�—p; --T 10 FT. LENGTH OF PVC COATED RIGID STEEL CONDUIT v\_PREMOLDED (TYP.) APPLY BEAD OF CAULK TO BOTTOM BEFORE L18_1 JOINT POUR FILLER ALL AROUND MIN. NOTE: SEE STRUCTURAL DRAWINGS FOR DETAIL ON CUTS THROUGH EXISTING STRUCTURES. WEATHERTIGHT DUCT PENETATION DETAIL rF BELOW GRADE - EXISTING OR NEW STRUCTURE SUB BASE OF RESTORATION YELLOW POLYETHYLENE OR NEW SURFACE WARNING TAPE FINISHED GRADE CAST IRON MONUMENT CASE WITH 6„ COVER NEENAH CAT. No. R-1978—B OR EQUAL. PROVIDE IDENTIFICATION MILS- // ////T���� SHOWN NEOPRENE -FINISHED GRADE v BUSHING (TYP.) 12" v CONCRETE ALL AROUND CABLE —TO —ROD - GROUND CLAMP •o 'ov- CONTINUOUS BARE v o• c p .• COPPER GROUND o • o, . o, o CABLE, SIZE AS v` g ; ' - ''• INDICATED ON PLANS TYPE- 816SS- - ADHESIVE GROUND ROD CAPSULE ANCHOR GRAVEL FILL 4 INCH SQUARE ENGRAVED BRASS IDENTIFICATION TAG. DRILL AND GROUND TAP COVER AND FASTEN WITH STAIN— LESS STEEL SCREWS. GROUND ROD AND WELL DETAIL rF� NTS TYPICAL FREE STANDING EQUIP. PROVIDE MID -SUPPORT WHERE REQUIRED BY MANUFACTURER - INSULATED BUSHING WITH GROUND LUG (TYP) EQUIPMENT CHANNEL 4" HIGH CONCRETE PAD WITH 1" CHAMFER ALL AROUND #4/0 BARE SELECT FILL ALONGOF E BANK. ­4 I `� COMPACTED IN 1/2" LIFTS ALONG ENTIRE LENGTH b �5 ®6" TOP® 6" TOP (NOTE 1) FINISHED FLOOR — BOX OUT CONCRETE AS REQUIRED. FILL VOIDS WITH FIRE RETARDANT FILLER AFTER CONDUIT INSTALLATION IS COMPLETE. BOND ALL CONDUITS TO EQUIPMENT GROUND BUS WITH #4 AWG BONDING JUMPER REMOVE NUT. CUT BOLT FLUSH AND PLUG WELD TO STEEL PRIOR TO SETTING EQUIPMENT (TYP) FULL LENGTH 4" GALVANIZED STEEL CHANNELS LAID LEVEL ALONG ENTIRE LENGTH AND WITH EACH OTHER. DRILL AND TAP FOR EQUIPMENT ANCHOR BOLTS. 7-7STRUCTURAL FLOOR '--1/2" ANCHOR BOLTS AT 24" O.C. WITH LEVELING NUTS (TYP.) EQUIPMENT PAD DETAIL G NTS _ 1. INSTALL GROUND WIRE IN COMMUNICATION DUCT BANKS ONLY. 2. PROVIDE MIN. 3 INCHES CONCRETE COVER OVER REINFORCEMENT. #4 AT 12"O.C. TRANSVERSE CONCRETE ENCASEMENT. REINFORCEMENT '` MAINTAIN 2" MIN. COVER (SPACE A ENCASEMENTII MIX IN RED DYE FOR HEIGHT OVER FILLS OR_''':'ALL DUCTS. PIPES) 1._ 0 0 0 v_ PLASTIC DUCT SPACERS W AT 6 FT. INTERVALS ° DdDdDd .`.i CONDUIT AS INDICATED ® ON PLANS AND IN SPECS. 22 MINIMUM 6" OF WELL —GRADED f GRAVEL 4^ _11-2" (TYP) (TYP) UNDISTURBED EARTH. PROVIDE #5 0 6" BOT.—TYP. WELL COMPACTED FILL IN AREAS WHICH HAVE BEEN UNDERCUT. (#8 ® 6" BOT. OVER "THIS RECORD DRAWING HAS BEEN PREPARED, PIPELINES OR FILL) ENTIRELY OR IN PART ON "THE BASIS OF REINFORCED CONCRETE ENCASED CONDUIT DUCT BANK UNVERIFIED INFORMATION COMPILED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS DETAIL NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR OR OMMISIONS WHICH MAY HAVE BEEN NTS - INCORPORATED INTO THE DOCUMENT AS A RESULT." DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA =. TRANSFORMER SHEET CHK'D BY: PJETROVIC LITTLE CEDAR BAYOU WWTP CROSS CHWD BY: M. HOWIE consulting •engineering• construction• operations SLUDGE HANDLING FACILITIES IMPROVEMENTS APPROVED BY: A. NIZOV CITY OF LA PORTE, TEXAS DATE: CONCRETE OR MASONRY WALL CLAMP C (SIZE AS REQUIRED) '�`-12 GAGE ALUMINUM UNISTRUT CHANNEL EXPOSED CONDUIT INSTALLATION DETAIL D CEILING OR WALL _ 1/4" STEEL PLATE ROUND EDGES SIZED AS NEEDED- o'. CHANNEL, UNISTRUT P1000T OR EQUAL LENGTH AS REQ'D. 0 I CONDUIT z v a ( CONDUIT CLAMP, V) I TD NUMBER AND x SIZE AS REQUIRED f (TYP,) CU I v I i' (TYP.) TYPE 316SS ADHESIVE CAPSULE ANCHOR CONDUIT RACK DETAIL E WALL MOUNTED _ /2" RAD, TYP 0 I I I I C4x5.4, TYP 3/16 V I 1/2"A X 6"CONC 8"x8"x3/8" I( EXPANSION ANCHORS I� STEEL PLATE II w/LEVELING NUTS GRO OT -SHRINK Li 7. NOTES: 1. USE 316 STAINLESS STEEL 2. HOT -DIP GALVANIZE ASSEMBLY HARDWARE. USE WASHERS AND AFTER FABRICATION. SPLIT -LOCK WASHERS UNDER 3. DIMENSIONS SHALL BE AS SHOWN ALL NUTS AND BOLTS. ON THE DRAWINGS OR AS REQUIRED. ELECTRICAL EQUIPMENT SUPPORT DETAIL DETAIL H CEILING MOUNTED _ TO SWITCHBOARD LB' CONDUIT BODY (TYP.) CONDUIT MOUNTING — CHANNEL AND CLAMPS (TYP.) 0 1201208 V RECEPTACLE PANEL 1=0 1/2'x6' J-BOLT OR 1/2'03 BOLT AND CONCRETE INSERT HOT DIP GALVANIZED STEEL CHANNEL SUPPORT, BRACKETS AND KNEE BRACING 1/2'Ox4' EXPANSION BOLTS (TYP.) P. . ........................ ALEXANDER NIZOV y i o: 85159 °Qi �00 FRONT VIEW SIDE VIEW LIGHTING PANEL AND TRANSFORMER INSTALLATION THIS DRAWING WAS ORIGINALLY SIGNED AND DETAIL SEALED BY ALEXANDER NIZOV PE 85159 TRANSFORMER MAY BE INSTALLED ON THE FLOOR - ON AUGUST 30, 2002 AND IN NEMA-1 LOCATIONS RECORD DRAWING PROJECT NO. 19863-31926 FILE NAME: EZ-1.dwg ELECTRICAL STANDARD DETAILS I SHEET EZ-1 REMARKS W J F y Ea ' J W ]t Qp _Z LL - V Q 0. = Y Zp zi Z z Z o - p a Q U) m = J U Q N p V o o t-CU W N ti 1 J a.W LO N rn � M 0N N W 00 W W x { 8 0 0 E q QD 0 0 N O N I W / V N W O N rn M M O OJ d on 601 rem 8„x8„x3/8„ 1/2" RAD, TYP STEEL PLAk9/16" "THIS RECORD DRAWING HAS BEEN PREPARED, C4x5.4 ENTIRELY OR IN PART ON "THE BASIS OF MOUNTING PLATE UNVERIFIED INFORMATION COMPILED AND SIZED AS NEEDED 3/4' DIE. TYPE 316SS S.S. STRUT MOUNTING ADHESIVE CAPSULE FURNISHED BY OTHERS TO THE PREPARER WHO IS PLAN DIA, TYP ANCHOR v ( BRACKET (TYP.) #4/O 3/4'x10'-0' COPPER WELD GROUND ROD NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR ° OR OMMISIONS WHICH MAY HAVE BEEN MOUNTING PLATE -1/2" RAD, TYP SIZED AS NEEDED III II OUTSIDE OF CONCRETE STRUCTURE v: v: " " SECTION A - A INCORPORATED INTO THE DOCUMENT AS A RESULT. - STEEL REINFORCED ° FINISH GRADE (I II CONCRETE DUCTBANK v I \ \ \ \ \ \ \ \ \ \ \ \ \\ Z\//Y// Z I I PVC COATED RGS CONDUIT a _0 z WITH THREADED PVC COATED . . " I I (I ( I C4x5.4 I b:�-"=-'- CAPS. EXPOSED THREADS SHALL „ A „ A 3' MINIMUM BE COVERED WITH MANUFACTURER ( I 3/16 II - - ° - =a- = _.`_ a RECOMMENDED PVC COMPOUND. .. I I Q— —Q CONCRETE FLOOR OR SLA CONDUIT AS SPECIFIED 1/2"p X 6' CONC ^._ _ - II EXPANSION ANCHORS 8"x8"x3/8" •: ( I PVC COATED COUPLING I I w/LEVELING NUTS STEEL PLATE °. I CONDUITS AS SPEC (TYP.) i 1" NON -SHRINK GROUT ° 3'-0' 6" PVC COATED RIGID STEEL ` p ELBOW (TYPICAL) . }}, yj ..:.A 1 1/2' 3/4'x10'-0' COPPER WELD GROUND ROD NOTE ELECTRICAL EQUIPMENT CADWEL ELEVATION AT GRADE LEVEL ABOVE CONDUIT TERMINATIONS NOTES: PLACE A CONCRETE MARKER IDENTIFYING THE 1. HOT -DIP GALVANIZE ASSEMBLY AFTER FABRICATION. DEPTH AND DESIGNATION OF THE DUCTBANK NOTE/ DOUBLE UNISTRUT WHEN ENCLOSURE 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 ELECTRICAL EQUIPMENT PEDESTAL DETAIL UNDERGROUND DUCTBANK TERMINATION ELECTRICAL EQUIPMENT MOUNTING DETAIL GROUND BUS CONNECTION TO GROUND ROD CONCEALED CONDUIT INSTALLATION DETAIL L DETAIL M DETAIL N DETAIL 0 DETAIL P - NTS - NTS - NTS - CONCRETE SLAB - INTERIOR OR EXTERIOR _ INTERIOR I EXTERIOR APPLETON TYPE . . . . o 0 'FHSH' CONDUIT . . . . CAULK ALL AROUND WITH m SUSPENSION HANGER, FLANGED TYPE SEALING SEALANT PRIOR TO bi ° ° ° 'EFHF' SAFETY BUSHING AS SPECIFIED INSTALLING BUSHING w H.D. GALVANIZED STEEL CONCRETE SUPPORT HOOK INSERT (TYP.) 2• °. °. 2• OR EQUAL FILL VOID WITH 'CHASE FOAM' SLEEVE, DIAMETER AS REQUIRED BY SEAL CONDUIT AFTER INSTALLATION OPENING IN BRICK OR CM MANUFACTURER. SHALL HAVE EDGES AS CONDUIT SMOOTH AND STRAIGHT AS POSSIBLE. STAINLESS WALL COLLAR EEL FILL VOID WITH 'CHASE FOAM' AFTER GALVANIZED STEE SPACER AND CEILING INSTALLATION. FITTING WITH FLEXIBLE VAPOR TIGHT HANGER CLAMP (TYP,)�< STRUCTURE . CORE DRILLED HOLE WATERTIGHT SEAL A� ........... SPECIFIED _ 1/2' RIGID STEEE LIGHTING FIXTURE CONDUIT RUN TYPE CONCRETE WALL OR FOUNDATION BRICK OR CMU CONDUIT STEM (TYP.) BETWEEN FIXTURE AS INDICATED ON THE _ DRAWINGS ' ' WATERTIGHT SEAL `LIGHTING FIXTURE, CONDUIT " " " " AS SPECIFIED H,D. GALV, STEEL SLEEVE TYPE AS INDICATED WITH WATER STOP, ON THE DRAWINGS CEILING MOUNTED LIGHTING FIXTURE INSTALLATION LIGHTING FIXTURE INSTALLATION WATERTIGHT CONDUIT PENETRATION H,D, GALV. STEEL SLEEVE WITH GROUT SLEEVE IN A NEAT WATER STOP, SLEEVE DIAMETER AlAND WORKMANLIKE MANNER CONCRETE WALL DETAIL Q DETAIL R DETAIL S REQUIRED BY SEAL MANUFACTURER. WITH SMOOTH SURFACES. NTS - NTS - STRUCTURES ABOVE OR BELOW GRADE - CONCEALED CONDUIT INSTALLATION CONCEALED CONDUIT INSTALLATION DETAIL T DETAIL U EXTERIOR BLOCK OR BRICK WALL _ CONCRETE SLAB - INTERIOR OR EXTERIOR - M A MATERIAL LIST STAGGER HOLES 2 ---- TAG QUAN DESCRIPTION AS REQUIRED DRILL EXISTING STRUCTURE— GROUND BRAID RA 1 A/R HEAT TRACE, PER SPEC. SSHEETHEET HALFWAY AND GROUT IN • DUCT BANK REBARS. LT M P 2 1 END KIT, NELSON HALT -BC Silicone \� �A/A e ___ 3 A/R GLASS TAPE CORE DRILLED HOLES 4 1 PILOT LIGHT, 120V, RED, CROUSE-HINDS #EMP009-J (TYPICAL) . . . . CONDUIT PLUG CONCRETE FLOOR OR SLAB 5 1 ADAPTER COUPLING, 3/4' NPT (M) X 3/4' NPS (F) x 3 1/8' LG, NELSON ELECTRIC SUPPLY CAT APPLY CAULKING SEALANT PVC COATED COUPLING ALL AROUND INSIDE LIP. (TYP.) O4 120V PILOT LIGHT 5 #A75NPTMX75NPSF CONDUITS AS SPEC PVC COATED RIGID STEEL FLANGED TYPE SEALIN -- ELBOW (TYPICAL) BUSHING AS SPECIFIED. TB-1 CONDUIT METAL WASHER FILL WITH 'CHASE FOAM' CABLE SEALING ,�"tE OFT��o ��P,........EYgS11 BOX SING E ..•:' CONCRETE WALL OR FOUNDATION (INTERIOR) ............................... I ALEXANDER NIZOV j CONCRETE DUCT BANK it.. .............. 159 .. � ?_ 85'�i ENCASEMENT . . . . fit° '�Fc/STER°����' NOTE � �NAL � CONCEALED CONDUIT TERMINATION 1) IN A FINISHED FLOOR SEE HEAT TRACE SCHEDULE FOR HEAT TRACE TYPE. THIS DRAWING, WAS ORIGINALLY SIGNED AND SEALED BY ALEXANDER NIZOV PE 85159 FRONT VIEW DETAIL 1/II 2 ON AUGUST 30, 2002 CONCRETE SLAB - INTERIOR OR EXTERIOR _ 3 RECORD DRAWING WATERTIGHT CONDUIT PENETRATION HEAT TRACE KIT W/PILOT (120V) 1 DETAIL V DETAIL X DESIGNED BY: M. HOWIE PROJECT NO. 19863-31926 DRAWN BY: M. MAHANA SHEET CHK'D BY: PJETROVIC CROSS CHK'D BY: M. HOWIE consulting • engineering • construction• operations LITTLE CEDAR BAYOU SLUDGE HANDLING FACILITIES WWTP IMPROVEMENTS ELECTRICAL STANDARD DETAILS II FILE NAME: EZ-2.dwg SHEET 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: A. NIZOV CITY OF LA PORTE, TEXAS EZ-2 r0.DATE DRWN CHKD REMARKS DATE: 8 U) U) W Q J W Q0 W� 0 Q Z� Z� ZCO CO =Q �ry J � O r w O W rn 00 c) N W 000 1 w z Z_ m ' � � z _ r z a z m ' W cc m CL ( N N N r7 I In Ld w x l x 10 i E E M 0 0 � l o i N w / U N W LO N rn M M 00 0) a A B C p E F G H i i InCONDUIT FEED FROM ABOVE 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 CC5.4 TYP.) \\\ 3/8' RADIUS (TYP.) INSTALL NEMA-4X 1/4' STAINLESS STEEL DIMENSIONS AS S,S, DISCONNECT NAMEPLATE QUIDTRTEQ F FLEXIBLE CONDUITS 2'-O' SWITCH 4' STAINLESS STEEL (C5.4 TYP.) (TYP) MOUNTING STAND MOTOR OPERATOR r uK ruwt tK mrw uuim I mul 1 1 r,, 2 1/2' AND STARTER CONTROL GATE 3/16' (TYP,) 1/2'x8'x8' MIN. STAINLES STEEL LETTER STROKES TO BE BOND CIRCUIT GROUNDING POLE WITH HANDHOLE AND NEMA 4X SS z PLATE WITH FOUR 1/2'x8' S.S. ANCHOR BOLTS, LEVELING NUTS 1/2' WIDE AND 1/4' DEEP CONDUCTOR TO POLE INTERNAL GROUNDING STUD JUNCTION BOX AND WASHERS IMPRESSED IN CONCRETE. LETTERS SCRATCHED INT❑ UNION (TYP. GROUT SURFACE WILL NOT BE ACCEPTED INSULATED GROUNDING BOLT COVER ��� COUPLING (TYP. 4' BUSHINGS BONDED TO POLE (TYP.) ......................... 2' GROUT WITH 2' CHAMFER "..= FINISH FLOO _ ' I . 1 ......... . ........................... FINISH GRADE CONDUIT FEED FROM BELOW I I I I PLAN � �- u BASE PLATE REFER TO U NUMBER AND SIZE AS INDICATED v v TYPICAL DETAIL H ON PLANS I 1/4' RADIUS CONCRETE THIS SHEET SIDE VIEW PVC COATED STEEL 3 I I —III -I I ( • f • #4 BARE COPPER GROUNDING fi END VIEW o "—III—III Q.�..I ' CONDUCTOR " w CONDUIT TRANSITION w -III — NOTE: PER SPECIFICATIONS —III ( I� I 1, MOUNTING STAND MAY BE ❑MITTED IF MOTOR IS LOCATED WITHIN 3'-0' OF J — v v A WALL OR HANDRAIL, IN WHICH CASE THE DISCONNECT AND CONTROL STATION ELEVATION o — GROUND ROD AND CLAMP SHALL BE MOUNTED ON THE WALL OR HANDRAIL. ;III I 'JI L CABLE MARKER DETAIL �I I • • . ANCHOR BOLTS WITH LEVELING TYPICAL MOTORIZED GATE OR VALVE OPERATOR INSTALLATION TYPICAL BASE DETAIL NUTS BY POLE MANUFACTURER DETAIL Z DETAIL AA DETAIL AB NTS - NTS - NTS - Q p O G SELECT COMMON FILL zz • COMPACTED IN 12' LIFTS z v n. v - #4 HOOPS AT 12' ON CENTER w Q #5 BARS EQUALLY SPACED 2 • GALVANIZED STEEL CABLE v n v SUPPORT CHANNEL WITH —i CONCRETE BASE MIN. 48" MIN., PORCELAIN INSULATION BRACKETS -I I I -I I M I I --III- GROUND ROD II 36" CIA OPENING FOR�Z MANHOLE FRAME AND COVER EZ-1 i BOND NG SYNTHETIC RUBBER CAULK (TYP) TRANSFORMER CONDUIT WIRE WATERTIGHT PACKING (TYP) / \ _ UNDISTURBED EART 2'-0' SQUARE i — CONDUI CONDUIT TE FLEXIBLE 0L BODYCONDUIT (TYP)LIGHTING STANDARD BASE DETAIL �_CONC. ENCASED 4" CLEAR (TYP) CONDUIT DUCT (TYP) �/ VIBRATION ISOLATORS DETAIL I 10 FT. LENGTH OF PVC (TYP) ink COATED RIGID STEEL 1/2" X 6" J-BOLT OR NTS - CONDUIT (TYP) 1/2 6 BOLT AND INSULATED THROAT TO DISCONNECT C GROUNDING 1/2" DIA. TYPE 316SS HOOK. INSTALL OR MOTOR STARTER CON RETE INSERT BUSHINGS (TYP.) CORE DRILLED AS PART OF NEW CONSTRUCTION AS SPECIFIED LIQUIDTITE o o HOT DIP GALVANIZED HOLE OR USE CONCRETE ANCHOR ON ON PLAN FLEXIBLE STEEL BRACKETS, GFI/WP PLAN EXISTING CONSTRUCTION. CONDUIT AND KNEE BRACING RECEPTACLE �f/ SEE DETAIL 1 ON THIS SHEET o BOLT X 4" EXPANSION BOLTS (TYP) 2" CHAMFER EZ-1 FOR M.H. FRAME AND — 3 COVER INSTALLATION DETAIL (II�II O (O PANELBOARD 1" CLEAR REFER TO APPLICABLE WALL GALVANIZED STEEL WITH MAIN CB PULL BOX OR TERMINAL CHANNEL STRUTS PENETRATION DETAILS SHT EZ-3 FOR CABLE FINISHED FLOOR CONDUIT MOUNTING CABINET AS INDICATED CORE DRILL OR PROVIDE CHANNEL AND ON THE DRAWINGS SUPPORTS LEAVE OUT ON NEW CLAMPS (TYP) — APPLY SEALANT � BETWEEN JOINTS CONSTRUCTION, 4 DIAMETERS LARGER THEN CABLE. PROVIDE " '• a LB AND RISER MATERIAL op FLEXIBLE SEAL AROUND AS SPECIFIED BOND ALL a CABLE. " 'a METALLIC ITEMS — PULLING IRON INSIDE M.H. WITH # (TYP) STRAIN RELIEF 24" X 12" BOX OUT PVC COATED STEEL CONCRETE SLOPED AWAY FROM AWG BARE COPPER CONDUIT BLDG.. V CHAMFER ALL AROUND WIRE (TYP) o SET HOOK USING EXPANSION FITTING I CONCRETE ENCASEMENT AS ADHESIVE CAPSULE CABLE SUPPLIED BY PUMP FRONT SIDE INDICATED ON PLANS ANCHOR � MANUFACTURER e . o 12" MIN. CRUSHE o. RACEWAY MATERIAL STONE DUCT BANK COMPRESSIBLE JOINT FILLE M AS SPECIFIED GROUND (WHERE GROD ROUND REQUIRED) WELD TO WALL —MOUNTED TRANSFORMER AND PANELBOAR EXISTING/NEW FOOTING CLAMP SECTION GROUND ROD TO PUMP OR FOUNDATION-----_. OUNDATION DETAIL AF NOTES: 1. HANDHOLE SHALL BE REINFORCED FOR H2O WHEEL LOAD. NTS - PVC COATED GALVANIZED RIGID STEEL SWEEP ELBO E— — _ — — 2. DUCT BANK ENTRANCE SHALL SUIT PARTICULAR APPLICATION. SUBMERSIBLE CABLE APPLICATION 3. DIMENSIONS SHALL BE AS SHOWN UNLESS OTHERWISE INDICATED ON DRAWINGS. ' �PIEOFT�q>> DETAIL AE " y s 4 .* ...*% NTS • I•• ALEXANDER NIZOV ABOVE GRADE CONDUIT BUILDING PENETRATION ELECTRICAL HANDHOLE 85159 PFGISTER����i DETAIL AC DETAIL Ap THIS RECORD DRAWING HAS BEEN PREPARED, `�:;Sio"Na��`.G NTS - PRE -CAST OR CAST IN PLACE - ENTIRELY OR IN PART ON "THE BASIS OF UNVERIFIED INFORMATION COMPILED AND THIS DRAWING WAS ORIGINALLY SIGNED AND FURNISHED BY OTHERS TO THE PREPARER WHO IS SEALED BY ALEXANDER NIZOV PE 85159 NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR ON AUGUST 30, 2002 OR OMMISIONS WHICH MAY HAVE BEEN RECORD DRAWING INCORPORATED INTO THE DOCUMENT AS A RESULT. PROJECT NO. 19863-31926 DESIGNED BY: M. HOWIE DRAWN BY: M. MAHANA FILE NAME: EZ-3.dwg SHEET CHK'D BY: PJEI'ROVIC LITTLE CEDAR BAYOU WWTP ELECTRICAL STANDARD DETAILS III SHEET CROSS CHWD BY: M. HOWIE consulting • engineering • construction •opermtions SLUDGE HANDLING FACILITIES IMPROVEMENTS 2/06 JHM CWS REVISED FOR THE RECORD APPROVED BY: A. NIZOV CITY OF LA PORTE, TEXAS EZ-3 REV. DATE DRWN CHKD REMARKS DATE: NO. 3" 3 BLE CU GENERAL INSTRUMENT OR FUNCTION SYMBOLS PROCESS DEVICE SYMBOLS LINE SYMBOLS FUNCTION SYMBOLS AND ABBREVIATIONS W 0 J z U� zN U-w aw _� W ZJ �z o 00 QF m _¢w (DZ o W cc g U) ti IL Z O '.. N = C) :i PRIMARY LOCATION AUXILIARY LOCATION NORMALLY ACCESSIBLE FIELD MOUNTED NORMALLY ACCESSIBLE TO OPERATOR TO OPERATOR ** ** DISETE INSSTR UMENTS e O SHARED DISPLAY, HARED CONTROL OR COMPUTER FUNCTION I\- 0 LOGIICRAMMABLE CONTROL � N NORMALLY INACCESSIBLE OR BEHIND -THE -PANEL DEVICES OR FUNCTIONS MAY BE DEPICTED BY USING THE SAME SYMBOL BUT WITH DASHED HORIZONTAL BARS, I.E.: 0 INSTRUMENTS SHARING COMMON HOUSING SECTIONS DENOTESOFUI HISNCONTRAICTD OR MODIFIED UNDER OTHER DENOTES EXISTING EQUIPMENT OR EQUIPMENT PROVIDED BY OTHERS UNDER A SEPARATE CONTRACT " /' \, FUTURE EQUIPMENT CONTROL INTERLOCK FUNCTION, SOFTWARE OR HARDWIRED. SEE DESCRIPTION PROVIDED, ELECTRICAL SCHEMATIC, AND/OR 12 SYSTEM SPECIFICATIONS FOR SPECIFIC FUNCTION. DETAIL NUMBER, IF USED Se DIGITAL SYSTEM 1/0 INTERFACE. DIRECTION OF TRIANGLE DENOTES WHETHER INPUT OR OUTPUT -.-NOTE: QUANTITY OF INPUTS AND OUTPUTS IS DEPENDENT UPON THE NUMBER OF DEVICES OR PIECES OF EQUIPMENT THAT ARE BEING CONTROLLED AND/OR MONITORED. THIS QUANTITY SHALL BE DETERMINED BY THE SUFFIX OF THE LOOP NUMBER. FOR EXAMPLE, LOOP NO. 1100-01,02,03 REQUIRES 3 ANALOG INPUTS (1 INPUT FOR EACH FLOW METER). LETTER DENOTES SIGNAL TYPE. THE LETTER "A" DENOTES AN ANALOG SIGNAL. THE LETTER "D" DENOTES A DISCRETE SIGNAL. 0A OR LOGIC "OR" SYMBOL. MAY ALSO BE SUBSTITUTED WITH "AND" DEPICTING A LOGIC "AND" SYMBOL. TYPICAL TAG NUMBERS AND DESIGNATION TYPICAL LOOP NUMBER 1234 WHEN USED, LETTER DISTINGUISHES BETWEEN MULTIPLE, SIMILAR DEVICES IN THE SAME INSTRUMENT LOOP. AE *A .,,,—ADDITIONAL INSTRUMENT IDENTIFICATION N CL2 SEE FUNCTION SYMBOLS AND ABBREVIATIONS WHEN USED, NUMBER DENOTES DEVICES IN IDENTICAL DUPLICATE SYSTEMS. W w VALVE ACTUATOR SYMBOLS X AUTOMATIC POS11IONER o VALVE OR GATE ACTUATOR o WITH * DEFINED AS FOLLOWS: E P: AIR CYLINDER * * S: SOLENOID P/O: AIR/OIL CYLINDER E: ELECTRIC MOTOR 0 H: HYDRAULIC CYLINDER EH: ELECTROHYDRAULIC o Z: POSITIONER _ FOR PRESSURE RELIEF OR 0 SAFETY VALVES ONLY 0 0 T MANUALLY (HAND) OPERATED N NO SOYMBOL N CD r7 00 0) j 2/06 JHM CWS REVISED FOR THE RECORD REV. NO. DATE DRWN CHKD REMARKS THREADED DIAPHRAGM SEAL CONCENTRIC FLANGE MOUNTED DIAPHRAGM SEAL 0 BUBBLER SYSTEM 0 PURGE OR FLUSHING DEVICE PRIMARY ELEMENT INLINE VENTURI TUBE REGULATED SIDE SELF CONTAINED PRESSURE REGULATING VALVE -Da- GENERAL VALVE PINCH VALVE -�- GLOBE VALVE -- BALL VALVE - X E_ BUTTERFLY VALVE PRIMARY ELEMENT ��- CHECK VALVE �- INSERT VENTURI TUBE M PRIMARY ELEMENT PLUG VALVE MAGNETIC FLOWMETER UNCLASSIFIED GATE RUPTURE DISK (PRESSURE RELIEF) PRIMARY ELEMENT ULTRASONIC FLOWMETER PRIMARY ELEMENT PARSHALL FLUME OR TRAPEZOIDAL FLUME PRIMARY ELEMENT ORIFICE PLATE PRIMARY ELEMENT �- WEIR FLOWMETER - PRIMARY ELEMENT TURBINE OR -PROPELLER TYPE METER THERMAL MASS 77- FLOWMETER PRIMARY ELEMENT ULTRASONIC FLOW OR LEVEL METER jFLOAT SWITCH y DRAIN CHEMICAL INJECTION POINT GENERAL NOTES W POSITIVE DISPLACEMENT PUMP AIR COMPRESSOR USED FOR ALL CENTRIFUGAL, DIAPHRAGM, ROTARY LOBE, OR PROGRESSIVE CAVITY PUMP TYPES. 11 VERTICAL WET PIT MIXER MOTOR - MAY BE ELECTRIC, HYDRAULIC OR PNEUMATIC. ARROW DENOTES VARIABLE SPEED OR MODULATING VALVI SELF CONTAINED CONTROL VALVE 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. 5. SEE ELECTRICAL SHEETS AND 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 SHEET CHK'D BY: CDM cm cns`r uo �per;:ons CROSS CHK'D BY: CDM APPROVED BY: CDM DATE: -�--- MAJOR PROCESS PIPING, FLOW CHANNEL OR DATA HIGHWAY WITH FLOW OR SIGNAL DIRECTION AS SHOWN. -llw�— MINOR PROCESS PIPING WITH FLOW DIRECTION AS SHOWN ---M►— MISCELLANEOUS PIPING WITH 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 PNEUMATIC SIGNAL 7�Z 7�z PROCESS OR SIGNAL LINE CONTINUED PRK �—� A � AT / FROM ANOTHER LOCATION —✓ (MATCH LETTERS) T-* COMBINATION FIBER OPTIC TRANSCEIVER/ RJ-45 ETHERNET PORT * - TRANSCEIVER ID # RJ-45 ETHERNET PORT MEANING OF IDENTIFICATION LETTERS THIS TABLE APPLIES ONLY TO THE FUNCTIONAL IDENTIFICATION OF INSTRUMENTS. k PROPORTIONAL GAIN OR ATTENUATE (INPUT: OUTPUT) —k REVERSE PROPORTIONAL GAIN OR ATTENUATE (INPUT: OUTPUT) SUMMING �/n AVERAGING 0 SUBTRACTING EXTRACT SQUARE ROOT DIVIDE X MULTIPLY S INTEGRATE + BIAS POSITIVE - BIAS NEGATIVE FW NONLINEAR OR UNSPECIFIED FUNCTION > HIGH SELECT < LOW SELECT J> HIGH LIMIT i LOW LIMIT */* SIGNAL TRANSDUCER OR CONVERTER (INPUT/OUTPUT) * DEFINED AS FOLLOWS: E - VOLTAGE H - HYDRAULIC I- CURRENT 0 - ELECTROMAGNETIC, SONIC P - PNEUMATIC R - RESISTANCE (ELECTRIC) PD - PULSE DURATION CHEMICAL ABBREVIATIONS - STANDARD CHEMICAL FORMULAS ARE USED. 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 (FRAETION) 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 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) Q QUANTITY INTEGRATE OR TOTALIZE R RUN / RADIATION RECORD S SPEED OR FREQUENCY 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 I I ALARM I— HIGH L A H LSUCCEEDING LETTER MODIFIER SUCCEEDING LETTER (EITHER FIRST COLUMN OR SECOND) FIRST LETTER 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 CPU CONDUCTIVITY CENTRAL PROCESSOR UNIT PLC PROGRAMMABLE LOGIC DCU DISTRIBUTED CONTROL UNIT CONTROLLER DO DISSOLVED OXYGEN PMU POWER MONITOR UNIT DUR DURATION POS POSITION EFF EFFLUENT PS POWER SUPPLY ES ELECTRIC SUPPLY RAS RETURN ACTIVATED FC FAIL CLOSED SLUDGE FCC FILTER CONTROL CONSOLE RCP RELAY CONTROL PANEL FCP FILTER CONTROL PANEL RIO REMOTE 1/0 RACK FOC FIBER OPTIC CABLE RIOD REMOTE I/O DROP MODULE FOM FIBER OPTIC MODEM RIOH REMOTE 1/0 HEAD MODULE FLP FAIL LAST POSITION RTU REMOTE TERMINAL UNIT FNIC FIBER NETWORK RW RAW WATER INTERFACE CARD SCFM STANDARD CUBIC FO FAIL OPEN FEET PER MINUTE FREQ FREQUENCY SP SETPOINT FW FILTER WATER S/S START/STOP HMI HUMAN MACHINE INTERFACE ST STORAGE HSTDBY HOT STANDBY TURB TURBIDITY 1/0 INPUT/OUTPUT up MICROPROCESSOR INF INFLUENT UPS UNINTERRUPTIBLE LIO LOCAL INPUT/OUTPUT RACK POWER SUPPLY MC MOTOR CONTROLLER VFD VARIABLE FREQUENCY MCC MOTOR CONTROL CENTER DRIVE ML MIXED LIQUOR VSD VARIABLE SPEED DRIVE NC NORMALLY CLOSED WAS WASTE ACTIVATED NO NORMALLY OPEN SLUDGE OL OVERLOAD WBW WASTE BACK WASH HAND SWITCH ABBREVIATIONS e ...tee_ H/O/A HAND/OFF/AUTO Z� gStt L/O/C LOCAL/OFF/COMPUTER L/O/R LOCAL/OFF/REMOTE f* ......................... 0/C/S OPEN/CLOSE/STOP tANTHONY V. SCUDIERI$ ii""""""""""""""" R/S/L L/C RAISE/STOP/LOWER LOCAL/COMPUTER 115... p 89088, A tt S DIVA 0/C OPEN/CLOSEOTE .G.'?r S/S START/STOP (MOMENTARY) 0/0 o/H/c ON/OFF (MAINTAINED) THIS OPEN/HOLD/CLOSE DRAWING WAS' ORIGINALLY SIGNED AND A/H AUTO/HAND SEALED BY ANTHONY V. SCUDIERI PE 89088 L/A LOCAL/AUTO ON AUGUST 29, 2002 0/C/S/C OPEN/CLOSE/STOP/COMPUTER RECORD DRAWING 0/O/A ON/OFF/AUTO O/O/C ON/OFF/COMPUTER PRESSURE O/C/Los OPEN /CLOSE/LOCKL-pq �SpTCORD DRAWING HAS BEEN PREPARED, DIFFERENTIAL N/B NORMAL/BYPASS TRANSMITTER ENTIRELY OR IN PART ON "THE BASIS OF I RUNVERIFIED INFORMATION COMPILED AND P D I T FURNISHED BY OTHERS TO THE PREPARER WHO IS SUCCEEDING LETTER MODIFIER (EITHER FIRST COLUMN OR SECOND) NOT RESPONSIBLE FOR ANY INACCURACIES, ERROR SUCCEEDING LETTER (EITHER FIRST COLUMN OR SECOND) FIRST LETTER MODIFIER OR OMMISIONS WHICH MAY HAVE BEEN FIRST LETTER INCORPORATED •INTO THE DOCUMENT AS A RESULT " LITTLE CEDAR BAYOU WWTP SLUDGE HANDLING FACILITIES IMPROVEMENTS CITY OF LA PORTE, TEXAS PROJECT NO. 19863-31926 FILE NAME: ILNGDOOI.dwg INSTRUMENTATION LEGEND SHEET Lu \J e� u (Do jZ 0 }\ /\ \D 3 6F- CL ZM k §\ \ . . � ] � � ) ] ��\ . } { ui \j } � Z () $ ) §\ 2 = ! ); E G ] r \$ \ ] / / / ?( ( \ §\ ƒ / rill\ Cl) 2 )2 /\ ) Icli _± k ! /\/ . u \ 2 o ; \ k\\cm \ .. . . . . . . .f \ \ � 2 } . \ G . � g � d . \ \ 7 : _ £= m ui Z 01 :3 z 0 f z 0 EL ■ (1) LLJ z < LLf 0 LL (D 0 3: w 0 Z C) Z 0 < cf) z 0 w coc (L 0 8 CO /CL (D Lo Z 0) 40 0 -� cli G) � � � \ � { } CD C/) 5 w < LL a. 0 W t 04- Z 0 2 i -j Z 0 0 z < rl) U) 00 0 z 01 cc ED :E 0 0 0 Ll U) U3 O 04 1 CQ LO Z m U- ui 04 m x 0 E C11 � _ii% C-0 0 0 11 0 LO C, 0 0 0 O co / to C\j O O co 0) Eq � Lll IL w JQ gumi Q LL. O = i 2 Z O z J Z C) z • a O < a m o wz z 0 ¢ EL o W N N O r N �' rato v z ui o W Cl � i kl_ t k r- i O E Ijp r U' CD O 1 O O O O 0 O 0 N C N M 00 00 d