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HomeMy WebLinkAboutResults of Environmental Screening - 2014PART 1 -GENERAL 1. GENERAL PROVISIONS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK IN CONTRACT. 2. SCOPE: PERFORM WORK AND PROVIDE NEW MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED IN THIS SECTION OF THE SPECIFICATIONS. PROVIDE ALL COMPONENTS AND MATERIALS, WHETHER SPECIFICALLY SHOWN OR NOT, THAT ARE NECESSARY TO MAKE THE SYSTEMS COMPLETE AND FULLY OPERATIONALAS INTENDED IN THE CONSTRUCTION DOCUMENTS. WORK SHALL INCLUDE. BUT NOT BE LIMITED TO, THE FOLLOWING: a) THE DESIGN INTENT AS ILLUSTRATED ON THESE DRAWING B) REQUIREMENTS INCLUDED IN THE -NARRAT IE REPORT FOR COMPLIANCE WITH THE ENERGY CONSERVATION SECTION OF THE MASSACHUSETTS STATE BUILDING CODE (780 CMR) -APPROVAL AND ACCEPTANCP. c) ALL TESTING AND CERTIFICATIONS NECESSARY FOR COMPLIANCE AND ANY REQUIRED REMEDIAL ACTIONS AND RETESTING DUE TO FAILURE. 3. SITE VISIT: VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS THAT MAY AFFECT WORK OF THIS SECTION BEFORE SUBMITTING BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY DISCERNED BY AN EXPERIENCED OBSERVER. 4. RELATED WORK: THE FOLLOWING WORK IS NOT INCLUDED IN THIS SECTION AND WILL BE PROVIDED UNDER OTHER SECTIONS: a) PAINTING, EXCEPT AS SPECIFIED. I) TEMPORARY LIGHT, POWER, WATER, HEAT, GAS AND SANITARY FACILITIES FOR USE DURING CONSTRUCTION. c) ELECTRICAL POWER WIRING TO ALL EQUIPMENT. 5, CODES. STANDARDS, AUTHORITIES AND PERMITS: CODES, LAWS AND ORDINANCES PROVIDE A BASIS FOR THE MINIMUM INSTALLATION CRITERIA. THESE DRAWINGS AND SPECIFICATIONS ILLUSTRATE THE SCOPE REQUIRED FOR THIS PROJECT, WHICH MAY EXCEED MINIMUM CODE, LAW AND STANDARDS CRITERIA. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES, PAY FEES AND BAOKCHARGES AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES HAVING JURISDICTION AS REQUIRED FOR THE EXECUTION OF ALL WORK ASSOCIATED WITH THIS PROJECT. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF: a) THE STATE BUILDING CODE D) THE STATE PLUMBING AND FUEL GAS CODE G) THE STATE ELECTRICAL CODE J) NFPA e) DEPARTMENT OF ENVIRONMENTAL PROTECTION N DEPARTMENT OF PUBLIC SAFETY CODES g) ARCHITECTURAL ACCESS BOARD h) ALL OTHER APPLICABLE CODES, REGULATIONS, STANDARDS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENT AND OTHER AUTHORITIES HAVING JURISDICTION. 1) APPLICABLE BASE BUILDING STANDARDS AND SPECIFICATIONS. 6. INTERPRETATIONS OF DOCUMENTS: WHERE DRAWINGS OR SPECIFICATIONS DO NOT COINCIDE WITH MANUFACTURER'S RECOMMENDATIONS, OR ARE UNCLEAR AS TO INTENT, OR REQUIRED MATERIAL QUALITY, ADVISE THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. ALL COST FOR REWORK NECESSARY TO RESOLVE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. REQUESTS FOR INFORMATION: ANY RFI FOR RESOLVING AN APPARENT CONFLICT OR UNCLARITY. ORA REQUEST FOR AN ADDITIONAL DETAIL, SHALL INCLUDE A SKETCH OR EQUIVALENT DESCRIPTION OF CONTRACTOR'S PROPOSED SOLUTION. 8. SUBMITTALS: PROVIDE SPECIFIED ITEMS AND EQUIPMENT UNLESS'EQUAL' OR 'APPROVED EQUAL' IS EXPLICIT LY INDICATED ON THE DRAWINGS. DEVATIONS TO SPECIFIED ITEMS SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. WHO SHALL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES TO THIS AND .._.._-..- .....................c ev.uo cucwcra cuall unTABSOLVETHE OF MANUFACTURERS PRODUCT DATA FOR THE FOLLOWING DAYS FOR PROCESSING AND REVIEW OF EACH SUBMISSION. 9. RECORD DRAWINGS: CAD RECORD DRAWING FILES SHALL BE SUBMITTED AT THE COMPLETION OF THE PROJECT SHOWING THE'AS-BUILT' CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATIONS OR ADDITIONS TO ORIGINAL DESIGN. OBTAIN THE AUTOCAD FILES FOR PREPARATION OF AS TILT DRAWINGSFROMTHEARCHITECT THEARCHTFECTANDENGINEERARENOTGPANTINGANY OWNERSHIP OR PROPERTY INTEREST IN THE CAD DRAWINGS BYTHE DELIVERY OF THE CAD FILES. THE USE OF THE CAD FILES AND DRAWINGS ARE LIMITED FOR THE SOLE PURPOSE OF ASSISTING IN THE CONTRACTOR'S PERFORMANCE IN ITS CONTRACTURAL OBLIGATIONS WITH RESPECT TO THIS PROJECT. ANY REUSE AND/OR OTHER USE BY THE CONTRACTOR WILL BE AT THE CONTRACTORS SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT AND ENGINEER. 10 CCPWARRANTY RUE OF UP ERS ACCEPTANCE OF CERTIFICATE OF SUBSTANTIALCOMPLETION. WHERE INDIVIDUAL EQUIPMENT SECTIONS SPECIFY LONGER WARRANTEES, PROVIDE THE LONGER WARRANTEE REPAIR, REPLACE OR PROVIDE TEMPORARY ACCOMMODATIONS FOR DEFECTNE MATERIALS, EQUIPMENT. WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN 24 CONTACT PERSON (NAME AND 24 HOUR TELEPHONEN NUMBOF ER) FOR SERVICE REQUESTNTY S LL INCLUDE A CORRECT DAMAGE CAUSED WHILE MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER WARRANTY PERIOD AT NO ADDITIONAL COST. 11.COORDINATION: CONFER WITH ALL OTHER TRADES RELATIVE TO LOCATION OF ALL APPARATUS AND EQUIPMENT TO BE INSTALLED AND SELECT LOCATIONS SO AS NOT TO CONFLICT WITH OR HINDER THE PROGRESS OF THE WORK OF OTHER SECTIONS. WORK INSTALLED THAT CREATES INTERFERENCE OR RESTRICTS ACCESS REQUIRED BY CODE OR MAINTENANCE AND/OR ADJUSTMENTS SHALL BE MODIFIED AT NO ADDITIONAL COST TO THE OWNER. 12.SUPPORTS: INCLUDE ALL STRUCTURAL STEEL SUPPORTS. HANGER BRACKETS, ETC., REQUIRED FOR THE EXECUTION OF THE WORK OF THIS SECTION. THE WELDS AND EDGES OF ALL BRACKETS SHALL BE FILED OR GROUND SMOOTH FOR PAINTING. 13.CUTTING AND PATCHING: INCLUDE ALL CORING, CUTTING, PATCHING AND FIREPROOFING NECESSARY FOR THE EXECUTION OF THE WORK OF THIS SECTION. STRUCTURAL ELEMENTS SHALL NOT BE CUT WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL PRECAUTIONS REQUIRED TO IDENTIFY HIDDEN PIPING, CONDUITS EIC, BEFORE ANY CORE DRILLING AND/OR CUTTING OF SLABS COMMENCES,INCLUDING X-RAYING THE AFFECTED SLABS. PROVIDE FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE FIRE RESISTANCE -RATED ASSEMBLY. ALL PENETRATIONS AND ASSOCIATED FIRE STOPPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE STOPPING MANUFACTURER'S LISTED INSTALLATION DETAILS AND BE LISTED BY UL OR FM. A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL PRECAUTIONS REQUIRED TO IDENTIFY HIDDEN PIPING, CONDUITS. ETC. BEFORE ANY CORE DRILLING AND/OR CUTTING OF SLABS COMMENCES,INCLUDING X -RAVING THE AFFECTED SLABS PROVIDE FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE FIRE RESISTANCE -RATED ASSEMBLY. ALL PENETRATIONS AND ASSOCIATED FIRE STOPPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE STOPPING MANUFACTURER'S LISTED INSTALLATION DETAILS AND BE LISTED BY UL OR FM. 15 HOISTING, SCAFFOLDING AND PLANKING: INCLUDE THE FURNISHING, SET-UP AND MAINTENANCE OF ALL HOISTING MACHINERY. CRANES, SCAFFOLDS. STAGING AND PLANKING AS REQUIRED FOR THE EXECUTION OF WORK FOR THIS SECTION, 1 B.SAFETY PRECAUTIONS: LIFE SAFETY AND ACCIDENT PREVENTION SHALL BE A PRIMARY CONSIDERATION. COMPLY WITH ALL OF THE SAFETY REQUIREMENTS OF THE OWNER AND OSHA THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. FURNISH, PLACE AND MAINTAIN PROPER GUARDS AND ANY OTHER NECESSARY CONSTRUCTION REQUIRED TO SECURE SAFETY OF LIFE AND PROPERTY. 17 ACCESSIBILITY: ALL WORK PROVIDED UNDER THIS SECTION OF THE SPECIFICATION SHALL BE INSTALLED SO THAT PARTS REQUIRING PERIODIC INSPECTION. MAINTENANCE AND REPAIR ARE READILY ACCESSIBLE. WORK OF THIS TRADE SHALL NOT INFRINGE UPON CLEARANCES REQUIRED BY EQUIPMENT OF OTHER TRADES, ESPECIALLY CODE REQUIRED CLEARANCES TO ELECTRICAL EQUIPMENT. SPECIFICATIONS 1 OF WORK AND PROPERTY: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE :TION OF ALL WORK INCLUDED UNDER THIS SECTION UNTIL THE COMPLETION AND FINAL E OF THIS PROJECT. PROTECT ALL EQUIPMENT AND MATERIALS FROM DAMAGE FROM ALL LUDING, BUT NOT LIMITED TO, FIRE, VANDALISM AND THEFT. ALL MATERIALS AND DAMAGED OR STOLEN SHALL BE REPAIRED OR REPLACED WITH EQUAL MATERIAL OR AT NO ADDITIONAL COST TO THE OWNER. PROTECTALL EQUIPMENT, OUTLETSAND WD ROOF PENETRATIONS WITH TEMPORARY PLUGS, CAPS AND COVERS. PROTECT WORK ALS OF OTHER TRADES FROM DAMAGE THAT MIGHT BE CAUSED BY WORK OR WORKMEN _-..nr,...,..,.... A wrel MAAFOMATERIALSARETOBE REMOVED FROM THE SITE; NO SITE STORAGE OF DAMAGED MATERIALS WILL Ue Auow[u tirvT DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BYTHIS CONTRACTOR DURING INSTALLATION SHALL BE REPAIRED AND/OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF THE BUILDING OWNER. ' 19.SEISMIC RESTRAINT REQUIREMENTS: PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH THE STATE BUILDING CODE. A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE APPLICABLE STATE FOR THE PROJECT LOCATION, SHALL PREPARE THE SEISMIC RESTRAINT DESIGN AND CERTIFY THAT THE DESIGN IS IN COMPLIANCE WITH THE STATE BUILDING CODE REQUIREMENTS. 20. PROJECT CLOSEOUT: A CERTIFICATE OF COMPLETION SHALL BE ISSUED BY THE CONTRACTOR INDICATING THAT THE INSTALLATION IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND ALL APPLICABLE LOCAL. STATE AND FEDERAL STATUTES AND CODES, ALL SUBMITTALSA BUILTS, OSM MANUALS, AND TESTING AND BALANCING REPORTS ARE TO BE PROVIDED, FOR ENGINEER'S REVIEW, PRIOR TO REQUEST FOR COMPLETION CERTIFICATES. IN ADDITION, AND ALSO PRIOR TO REQUEST FOR COMPLETION CERTIFICATES, ALL PUNCH LIST ITEMS MUST BE COMPLETED TO THE SATISFACTION OF THEENGINEER. THE CONTRACTOR MUSTVERIFY THATALL SEQUENCES OF OPERATIONS AND CONTROLS HAVE BEEN INCORPORATED AND ALL SYSTEMS AND EQUIPMENT ARE WORKING PER THE SPECIFIED SEQUENCES OF OPERATIONS. A BLANK CONTRACTOR'S CERTIFICATE FORM CAN BE FURNISHED BY REI ENGINEERS UPON REQUEST. FINAL INSPECTION BY THE ENGINEER SHALL BE CONDUCTEDAFTERRECEIPTOFTHECERTIFICATEOFCOMPLETION. PREMATURE REQUESTS FOR FINAL INSPECTIONS THAT REQUIRE REINSPECTION OF DEFICIENT ITEMS WILL RESULT IN BACK CHARGES OF THE COSTS ASSOCIATED WITH THE REINSPECTION, 21. ELECTRICAL WORK: ALL ELECTRICAL APPARATUS AND CONTROLS FURNISHED AND THE INSTALLATION THERE OF, AS A PART OF PLUMBING WORK, SHALL CONFORM TO APPLICABLE REQUIREMENTS UNDER THE ELECTRICAL DRAWINGS AND SPECIFICATION. PART 2 -PRODUCTS 1. PIPE MATERIALS: REFER TO SCHEDULES ON SHEET POB 2. ALL PIPE, FITTINGS. AND VALVES USED IN THIS DISTRIBUTION SYSTEM AND INSTALLED AFTER JANUARY 4, 2014 MUST COMPLY WITH THE NEW FEDERAL MANDATE KNOWN AS THE - REDUCTION OF LEAD IN DRINKING WATER ACT -2014', THEREFORE, AFTER THE ENACTMENT DATE OF 1/4/14, ALL PRODUCTS INSTALLED MUST COMPLY. ANY PRODUCT PIPE, FITTINGS OR VALVE INSTALLED AFTERTHE ENACTMENT DATE THAT DOES NOT COMPLY, SHALL BE REMOVED AND CHANGED BY THIS CONTRACTORAT HISMER OWN EXPENSE TO COMPLY WITH THE FEDERAL LAW. 3. VALVES (DOMESTIC WATER SYSTEMS): A. GENERAL- VALVES IN THE INTERIOR DOMESTIC WATER PIPING SYSTEMS (COLD WATER) SHALL BE AS MANUFACTURED BY APOLLO. MILWAUKEE. NIBCO OR CONBRACO. MANUFACTURER'S MODEL NUMBERS USED HEREIN ARE INTENDED AS A GUIDE TO QUALITY AND TYPE OF VALVE TO BE PROVIDED. a. VALVES SHALL BE PROVIDED WITH BUNA-N, TEE OR EPDM SEATS SUITABLE FOR THE SERVICE INTENDED. b. THE PRESSURE CLASSIFICATION FOR VALVES SPECIFIED HEREIN ARE WORKING STEAM OR WATER, OIL, GAS (WOG) PRESSURE RATINGS. C. LEVER HANDLES ON ALL VALVES SHALL BE COLOR COOED IN CONFORMANCE WITH ANSI STANDARD A-13.1. B. BALL VALVESGi AND SMALLER) SHALL HAVE THREADED OR SOLDER ENDS WITH A BRONZE BODY, FULL PORT STAINLESS STEEL BALL AND STEM, RPTFE SEATS, A LEVER HANDLE WITH A i'L INCH ZINC PLATED CARBON STEEL STEM EXTENSION ASSEMBLY AND BE RATED FOR 600 PSI WOG. BALL VALVES SHALL BE EQUAL TO APOLLO SERIES 82LF-200. 6. INSULATION: A ALL INTERIOR COLD WATER AND TRAP PRIMER PIPING SHALL BE INSULATED WITH A PREFORMED FIBERGLASS INSULATION WHICH MEETS THE PROPERTY REQUIREMENTS OF ASTM C i T7. 'STANDARD SPECIFICATION FOR MINERAL FIBER PIPE INSULATION. PIPE INSULATION SHALL HAVE A WHITE. FACTORY APPLIED, FIRE RETARDANT, REINFORCED VAPOR BARRIER JACKET. a. INSULATION SHALL BE CONTINUOUS THROUGH SLEEVES AND HAVE A THICKNESS OF 1 -INCH. D. ENDS OF INSULATION AT TERMINATION POINTS SHALL BE SEALED TO THE PIPE WITH PREMOLDEDPVC TYPE FITTING. PIPE FITTINGS AND VALVES SHALL BE PROVIDED WITH PRE -MOLDED PVC COVERS WITH FIBERGLASS INSERTS. c. PIPE INSULATION WITHIN 6'-0" OF FINISHED FLOOR, IN EXPOSED INSTALLATIONS. SHALL BE PROVIDED WITH 20 MIL. PVC CONTINUOUS COVERS IN ADDITION TO THE VAPOR BARRIER JACKET. FITTINGS AND SEAMS SHALL BE SOLVENT WELDED. d. INSULATION SHALL BE MANUFACTURED BY OWENS-CORNING FIBER GLASS COI., KNAUF FIBERGLASS, CERTAINTEED OR EQUAL. B. DIRECT BURIED PIPING a. FOR DIRECT BURIED TRAP PRIMER PIPING,PROVIDE% -INCH THICK CELLULAR GLASS INSULATION WITH A 70 MIL THICK SELFSEALING FLEXIBLE VAPOR PROOF JACKET. R. INSULATION SHALL BE EQUAL TO PITTSBURGH CORNING FOAMGLAS INSULATION WITH A PITTWRAP'CW-PWS' JACKETING. T. HANGERS. ANCHORS. CIAMPSAND INSERTS:, a) HANGERS SHALL BE INSTALLED, AS REQUIRED, TO MEET CODE COMPLIANCE AS TO LOCATIONISPACING MD MANUFACTURER'S STANDARDIZATION SOCIETY (MSS), STANDARD PRACTCE BULLETINS SP -59 869. D) HANGER MATERIAL SHALL BE COMPATIBLE WITH PIPING MATERIALS WITH WHICH IT COMES INTO CONTACT. c) HANGERS SHALL BE INSTALLED, IN ADDITION TO THE ABOVE. AT ALL CHANGES OF DIRECTION (HORIZONTAL AND VERTICAL), VALVES AND EQUIPMENT CONNECTIONS. HANGERS SHALL BE LOCATED SO THAT THEIR REMOVAL IS NOT REQUIRED TO SERVICE, ASSEMBLE OR REMOVE EQUIPMENT. d) VERTICAL SUPPORT SHALL BE BY MEANS OF RISER CIAMPS (ANCHORS WITH SPLIT RING TYPE ALLOWABLE UP TO 2' SIZE ONLY) AND ADJUSTABLE PIPE SUPPORT WITH FLANGE ANCHORED TO FLOOR. e) PROVIDE STEEL BAND HANGERS FOR PIPING 4 -AND SMALLER. PIPING LARGER THAN 4' SHALL BE SUPPORTED WITH CLEANS TYPE HANGERS. SUPPORT PIPING FROM BUILDING STRUCTURE TO MAINTAIN REQUIRED GRACE AND PITCH OF PIPE LINES, PREVENT VIBRATION, SECURE PIPING IN PLACE. SECURE HANGERS TO INSERTS WHERE PRACTICAL, HANGER RODS SHALL HAVE MACHINE THREADS. U HANGER RODS SHALL BE CONNECTED TO BEAM CLAMP,UL-APPROVED CONCRETE INSERTS OR PHILLIPS OR APPROVED EQUAL EXPANSION SHIELDS. RAMSET OR POWER DRIVEN INSERTS WILL NOT BE ALLOWED. g) ALL HANGERS. RODS AND OLiMPS INSTALLED IN EXTERIOR LOCATIONS OR SUBJECT TO A CORROSIVE ATMOSPHERE SHALL BE ELECTRO -GALVANIZED COATED. III INSULATION PROTECTORS (SHIELDS) FOR HORIZONTAL PIPING SHALL BE CONSTRUCTED OF GALVANIZED STEEL FORMED TO A 180 DEGREE AND AND 12 INCHES LONG, 18 GAUGE FOR HANGERS 51NCHES IN SIZE AND SMALLER, 16 GAUGE FOR HANGERS LARGER THAN 5 INCHES IN SIZE. 8. SLEEVESANDPENETRATIONS: SHALL BE SCHEDULE 40 STEEL. a) PIPE SLEEVES THROUGH FIRE PARTITIONS AND NON F RE -RATED CONSTRUCTIONATED I SHALL BE 22 GAUGE GALVANIZED STEEL WITH LOCK GH LONGITUDINAL SEAMS. IN FIRE STOP PENETRATION SERLS IN FIRE -RATED CONSTRUCTION SHALL BE CERAMIC FIBRE, MINERAL FIBRE, OR SILICONE FOAM. PROVIDE MINERAL FIBRE BOARD, MATTING OR PUTTY FOR DAMMING AND FORMING. FINISH SEALS FLUSH TO WALL SURFACE AND FILL GAPS WITH SILICONE ADHESIVE SEALANT CAULKING. c) PACKING FOR SLEEVES THATDO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM, SILICATE LL FIBRE WITH APPROVED SEALANT. PACK OR FOAM TO WITHIN ONE INCH PENETRATION PACKING WITH APPROVED CAULKING AND PAI NTABLE WATERPROOFMASTIC PART 3 -EXECUTION 1. IDENTIFICATION: a) FURNISH AND AFFIX APPROVED ADHESIVE BANDS IDENTIFYING THE SERVICE AND DIRECTION OF FLOW OF EACH PIPING SYSTEM INSTALLED UNDER THIS WORK. b) PROVIDE VALVE TAGS ON ALL VALVES. VALVE NUMBERS AND LEGEND ON VALVE TAGS SHALL CORRESPOND TO NUMBERS INDICATED ON RECORD DRAWINGS AND VALVE LIST. 2 TESTING: THE PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF TIE PLUMBING CODE AND FUEL GAS CODE. 3, MATERIALS AND WORKMANSHIP: MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN EXPOSED ON DRAWINGS. N ATERIALAND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDED BEST PRACTICE SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY. 4. CONTINUITY OF SERVICES: 00 NOT INTERRUPT EXISTING SERVICES WITHOUT OWNERS APPROVAL. 5. CLEANING: a) CLEAN SYSTEMS THOROUGHLY BEFORE TESTING. FIXTURES, EQUIPMENT, PIPE, VALVES AND FITTINGS SHALL BE FREE OF GREASE, METAL CUTTINGS, DIRT AND OTHER FOREIGN MATERIAL. b) REPAIR DISCOLORATION AND DAMAGE TO PARTS OF BUILDING FINISH AND FURNISHINGS DUE TO FAILURE TO PROPERLY CLEAN PIPING SYSTEM. 6. DISINFECTION OF WATER SYSTEMS: WATER PIPING SYSTEMS SHALL BE THOROUGHLY DISINFECTED WITH A SOLUTION CONTAINING NO LESS THAN 50 PARTS PER MILLION OF AVAILABLE CHLORINE. CHLORINATING MATERIALS SHALL BE EITHER LIQUID CHLORINE OR SODIUM HYPOCHLORITE SOLUTION, SHALL BE INTRODUCED INTO THE SYSTEM AND DRAWN TO ALL POINTS IN THE SYSTEM. DISINFECTION SOLUTION SHALL BE ALLOWED TO REMAIN IN SYSTEM FOR 24 HOURS, DURING THIS TIME, VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER DISINFECTION, SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAR WATER UNTIL RESIDUAL CHLORINE CONTENT IS NO GREATER THAN 02 PARTS PER MILLION. PART 4- PROJECT CLOSEOUT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS ASSOCIATED WITH PROJECT CLOSEOUT. ALLOW SUFFICIENT TIME IN THE CONSTRUCTION SCHEDULE TO ENSURE THAT THE INSTALLATION IS SUBSTANTIALLY COMPLETE AND ALL REQUIRED TESTING AND ACCURATELY COMPLETED DOCUMENTATION IS DELIVERED TO THE ENGINEER AT LEAST TWO WEEKS PRIOR TO ENGINEER'S SUBSTANTIAL COMPLETION SITE VISIT. FAILURE TO ADEQUATELY PLAN OR SUBMISSION OF INCOMPLETEONCORRECT DOCUMENTATION WILL RESULT IN BACK CHARGES OF ALL COSTS ASSOCIATED WITH ADDED WORK PERFORMED BY ROK ENGINEERS. 2. PROVIDE THE CONTRACTOR CERTIFICATE OF COMPLETION IN ACCORDANCE WITH 780CMR 107.6.3 INDICATING THAT THE INSTALLATION IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND ALL APPLICABLE LOCAL, STATE AND FEDERAL STATUTES AND CODES. PROVIDE CERTIFICATION FROM BOTH THE GENERAL CONTRACTOR AND ASSOCIATED TRADE CONTRACTOR FOR COMPLIANCE WITH 780GMR CHAPTERS 1, 9 813. 3. THE WATER SYSTEM SHALL NOT BE PERMITTED FOR USE UNTIL FULL DISINFECTION OF THE ADDED PIPING IS PERFORMED. PROVIDE DOCUMENTATION TO THE ARCHITECTIENGINEER REGARDING CERTIFICATION OF PERFORMANCE. 4. SUBSTANTIAL COMPLETION SITE VISIT BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPTAND REVIEW OF THE CONTRACTORS CERTIFICATE OF COMPLETION AND ALL CODE MANDATED TEST REPORTS AND SUBMISSIONS LISTED ABOVE. SUBSTANTIAL COMPLETION SITE VISITS SHALL NOT BE REQUESTED UNTIL THE PROJECT IS SUBSTANTIALLY COMPLETE. [EMEM ENGINEERS Mtlover, MA- Bantu, MA -Amherst. MA Durham. NO - Cbulaft NG RDK Englnenm 200 BXQs\ane Square Andover, MA 01810.1488 T.976296.6200 F9T639"201 W. xww.Nken9ineers<am 1Yk�� This PAGO t Is an instant of pror,xUomlurvie �end,hllllltbll.ld 11 whole na Pan far any rather of than far whah it Was Gained earthen To I.F.roud, WFlitiout consent of the CK inglasel". 4W earn be or the men 0 001. ma eafthreart lablITY or mal exposure to the Plus Eastern'. MEVISIONS("°" ' A DATE CHK DESCRIPTION MEAL� 5. PREMATURE REQUESTS THAT REQUIRE ADDITIONAUTOLLOW UP SITE VISITS BY THE ENGINEER OF DEFICIENT ITEMS (AREAS INCOMPLETE, SYSTEMS NOT OPERATIONAL, ETC.) WILL RESULT IN BACK CHARGES OF THE COSTS ASSOCIATED WITH ANY ADDED VISITS. � 1KOf MqS� P �, H <s428 gI'o9 ®ROJECT NUMBER------ 20140213.00 07/17114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA DRAWING NEW CHECKED BY --- RDS N T5. UMING AS -BUILT SPECIFICATIONS 07-17-14 DEMO NOTES DEMOLITION NOTES: 1. REFER TO THE PLUMBING DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DEMOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED. 2. TRACE AND LABEL ALL EXISTING SYSTEMS WITHIN THE DEMOLITION AREA AND BEYOND PRIOR TO DISCONNECTION AND REMOVAL TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION AREA IS AFFECTED. REVIEW IN DETAIL WITH THE GENERAL CONTRACTOR AND OWNER WHAT IS TO BE REMOVED AND REMAIN PRIOR TO WORK COMMENCING THE DEMOLITION. THERE SHALL BE NO INTERRUPTION OF SERVICES OUTSIDE THE DEMOLITION AREA WITHOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE. S. NOTIFYTHE OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE DEMOLITION. 4. ALL ITEMS REMOVED SHALL BE DISPOSED OF IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A UNIFORM HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER. 5. NOTIFY UTILITY COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION. VERIFY THAT THE UTILITIES HAVE BEEN DISCONNECTED, VALVED. CAPPED AND MADE SAFE PRIOR TO DEMOLITION. 6. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST. 7. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING OPERATIONS, MAINTAIN FIRE WATCH AND PORTABLE FIRE -SUPPRESSION DEVICES DURING FLAME- CUTTING OPERATIONS. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 8. DRAIN. PURGE. OR OTHERWISE REMOVE,COLLECT. AND DISPOSE OF CHEMICALS, LIQUIDS, GASES, EXPLOSIVES. ACIDS. FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. 9. PRIOR TO DEMOLITION, MAKE SAFE ALL SERVICE PIPE TERMINATIONS TO THE AREA. PROVIDE VALVE AND CAPS ON PRESSURE SERVICES TO THE AREA THAT ARE TO REMAIN IN SERVICE. 10, PROPERLY LABEL ALL UNLABELED SERVICE PIPELINES AND VALVES TO REMAIN WITH COLOR PIPE MARKERS AND VALVE TAGS. MOUNT A VALVE AND SERVICE CHART IN THE AREA OF DEMOLITION THAT IDENTIFIES ALL LABELED SERVICES. TURN ONE COPY OF SAME OVERTO THE CM GENERAL NOTES 1. PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE PLUMBING CODE INCLUDING ALL LOCAL AMENDMENTS. 2. OBTAIN ALL PERMITS AND PAY ALL FEES ASSOCIATED WITH THIS WORK PRIOR TO COMMENCEMENT 3. PIPING AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY. THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED IN THE FIELD. 4. FURNISH AND INSTALL ALL NECESSARY PIPING. EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 5. PROVIDE ACCESSIBLE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLY PIPING TO INDIVIDUAL FIXTURES AND EQUIPMENT. 6. PROVIDE ACCESS TO ALL EQUIPMENT REQUIRING PERIODIC SERVICE AND MAINTENANCE. 7, PITCH ALL WATER LINES TO GRAIN. 8. INSTALL HORIZONTAL RUNS OF WATER PIPING AS HIGH AS POSSIBLE AND PROVIDE DRAIN -OFFS ATALLLOW POINTS. 9. PIPING SHALL RUN CONCEALED IN ALL AREAS WITH THE EXCEPTION OF MECHANICAL ROOMS, AREAS WHERE NO CEILING EXISTS OR WHERE NOTED ON THE PW S. 10. INSTALL DIELECTRIC COUPLINGS BETWEEN DISSIMILAR MATERIALS. 11, PROVIDE CANDY CLEANOUTS AT THE BASE OF ALL SANITARY AND RAINWATER STACKS. 12. REQUIRED FIRE RESISTANCE RATING OF FLOORS. WALLS AND CEILINGS SHALL BE MAINTAINED WHEN PIPE PENETRATIONS ARE MADE. 13. REFER TO DETAILS FOR PIPE AND EQUIPMENT SIZES NOT SHOWN ON THE PLANS. 14. ALL WORK SHOWN ON DETAILS BUT NOT ON PLANS OR VICE VERSA SHALL BE INCLUDED AS IF SHOWN ON BOTH, 15. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. MAXIMUM SERVICE I ABOVE GRADE BELOWGRADE OPERATING LIMITS SERVICE PIPE CLASS PRESS. I TEMP LEGEND (PSIG) ("F) PIPE FITTINGS JOINTS PIPE FITTINGS JOINTS BUILDING CI PIPE SIZE RANGE CLD MAXIMUM SERVICE Hu bless Oasl Iron Heavy Duly Slalnless Splg W Casl Aro S P'pe, 2' And Larger Hub M8 Y2' TO 3" CONCRETE OPERATING LIMITS CONTINUATION SERVILE 3"And Larges Hubless Caffi Bon PIPE Shall Band Coupling With Neoprene I Er.4a Heavy ASTMAT40r'', Spigot Lastlmn F2ngs Neopmne GARAGEVENT PIPING GV GRAVITY 120 D10 Soil Pipe. Service Weight 2Y."And Smaller. Hubless Gastimin Casket Bank Toque Of 80 Feet Pounds. IiS Service WelgM1lHCcda CLASS Compre%sit Gaskets FLOOR CLEANOUT FEE FINISH FLOOR ELEVATION FUR ASTM -A-888, CISPI 301. PRESS TEMP gppmved Piping SM1all Be 'AspM1al[Or foal Tar Pilch Conformin TO ASTM g GALVANIZED GPM GALLONS PER MINUTE LEGEND 2hv And Smaller See NoWl. CISPI301 Or Wmu9MCoppWDWV Or Clam IHi-Tory 80. PIPE FITTINGS JOINTS MECHANICAL JOINTS NC NORMALLYCLOSED (PSIG) ("� Fining%. Copper. 95/5 Solder. Coaled NOT IN CONTRACT OR DOMESTIC COLDWATER CW 10O 250 AAO PLBG . Vero piping serving shell be pipe class D14Ma to point at least 8' above the food level dm of ouplingsLOenGt ltle ruNres served At IM1Is point, the piping may tranalllon to Plpe Class D10 for ex[enslon through the rrof. POUNDS PER SQUARE INCH SPEC Becourts Ac I. CISPI310 No -Hub Couplings WIII Not Be Accepted As Equal To Manuladurers Ds1ed. Couplings SS SOILSTACK ST.ST. Seamless copper water tubedrawn temper. Type L or K. ASTM BE8. Wrought =post. rudder-jeint. ASME 81822 ASTM B-32 solderfiller material. Alloy SEE higal." ASTM BA13 liquid or paste flux. Soldering procedures shall comply with ASTM B-828. Cast copper alloy unions, hexagonal stock with ballandreocketfolntsolderjolnt ends. ASMEB16.10. --- - V VENT VS VENT STACK TRAP PRIMER TP iW 250 AAO Nates: 1. Below Scoria water piping 3" and smaller shall be Type K copper with bituminous coaling and copper brazed joints, Bar filler allay. ANSUAWS ASS. procedures shall be per ANSIUAWS B2.2. 2. Bernard between dissimilar metals shall be made with di -electric couplings or di electric flanges. Contact between fermus and stud bolls and bmnze flanges shall be electrically Insulated with non-metallic washers. 3. Refer to Spectra lona for Insulation requirements and additional information MAXIMUM SERVICE I ABOVE GRADE BELOWGRADE OPERATING LIMITS SERVICE PIPE CLASS PRESS. I TEMP LEGEND (PSIG) ("F) PIPE FITTINGS JOINTS PIPE FITTINGS JOINTS MAXIMUM SERVICE BELOW GRADE OPERATING LIMITS SERVICE PIPE CLA55 PRESS. I LEGEND (PSIG) T(OFjP PIPE AND FITTINGS JOINTS Pipe, fittings. Internal pipe supports and anchor plates shall be manufactured to meet the Requirements fora paryviny"hene OuorMe "go n �Ming to ASTM D3222. Al pipe and finings shall be factory assembled and of uli dzed construction, with me primary ang sewntlery GARAGE WASTE PIPING steel integrally anchored together ro prevent movermenlof me primary pipelrming within the containment pitel0lling. all piping .The system hall he joined the manufacturers ARDS WASTE WALL PIPIN GW GRAVITY 120 D14 compments shall be manufactured to Schedule 40 dimensions. The anal Pipe shall be adequately nuptial by means olsuppod plans pipio9s rpmm ntlations. Itl d to the primary pipe. Anchor plates shall be plovlded at each and of the pipe/filling section to restrein pipe expansion. All a,wM1or plates ree welded must be mechanically located In a machined recess on Me inside of each annus ry pipetaXing and welded to hall tM1e primary antl aeandary pipe/SRing 9edicns. Whi/Amenra Duo Pm P l x PVDF Piping System. double containment piping shall extend a minimum of 6" above accoManre with the manufacturers recommendations and the Al to class D10 piping for extension tbmugh the roof I ABBREVIATIONS BLDG BUILDING CI CAST IRON CLD llUUhnOOOOUl F longs Session Weight. ASTMA BBB Hu bless Oasl Iron Heavy Duly Slalnless Splg W Casl Aro S P'pe, 2' And Larger Hub M8 CONC CONCRETE COM CONTINUATION CONTR 3"And Larges Hubless Caffi Bon CISPI801 Shall Band Coupling With Neoprene I Er.4a Heavy ASTMAT40r'', Spigot Lastlmn F2ngs Neopmne GARAGEVENT PIPING GV GRAVITY 120 D10 Soil Pipe. Service Weight 2Y."And Smaller. Hubless Gastimin Casket Bank Toque Of 80 Feet Pounds. IiS Service WelgM1lHCcda Extra Heavy. ASTM A-]4. Compre%sit Gaskets FLOOR CLEANOUT FEE FINISH FLOOR ELEVATION FUR ASTM -A-888, CISPI 301. FiXings, Service Weight. ASTMAT08. PSI Pressure Ragn Husky 504000 g g' gppmved Piping SM1all Be 'AspM1al[Or foal Tar Pilch Conformin TO ASTM g GALVANIZED GPM GALLONS PER MINUTE ID 2hv And Smaller See NoWl. CISPI301 Or Wmu9MCoppWDWV Or Clam IHi-Tory 80. gspM1alt Or Coal Tar PltcM1 Coaled. DWV Pattern. C564' LIMIT OF PLUMBING CONTRACTOR NC NORMALLYCLOSED NO NORMALLYOPEN Fining%. Copper. 95/5 Solder. Coaled NOT IN CONTRACT OR u s: OED OPEN END DRAIN PC PLUMBING CONTRACTOR PLBG . Vero piping serving shell be pipe class D14Ma to point at least 8' above the food level dm of ouplingsLOenGt ltle ruNres served At IM1Is point, the piping may tranalllon to Plpe Class D10 for ex[enslon through the rrof. POUNDS PER SQUARE INCH SPEC Becourts Ac I. CISPI310 No -Hub Couplings WIII Not Be Accepted As Equal To Manuladurers Ds1ed. Couplings SS SOILSTACK ST.ST. STAINLESS STEEL TW MAXIMUM SERVICE BELOW GRADE OPERATING LIMITS SERVICE PIPE CLA55 PRESS. I LEGEND (PSIG) T(OFjP PIPE AND FITTINGS JOINTS Pipe, fittings. Internal pipe supports and anchor plates shall be manufactured to meet the Requirements fora paryviny"hene OuorMe "go n �Ming to ASTM D3222. Al pipe and finings shall be factory assembled and of uli dzed construction, with me primary ang sewntlery GARAGE WASTE PIPING steel integrally anchored together ro prevent movermenlof me primary pipelrming within the containment pitel0lling. all piping .The system hall he joined the manufacturers ARDS WASTE WALL PIPIN GW GRAVITY 120 D14 compments shall be manufactured to Schedule 40 dimensions. The anal Pipe shall be adequately nuptial by means olsuppod plans pipio9s rpmm ntlations. Itl d to the primary pipe. Anchor plates shall be plovlded at each and of the pipe/filling section to restrein pipe expansion. All a,wM1or plates ree welded must be mechanically located In a machined recess on Me inside of each annus ry pipetaXing and welded to hall tM1e primary antl aeandary pipe/SRing 9edicns. Whi/Amenra Duo Pm P l x PVDF Piping System. double containment piping shall extend a minimum of 6" above accoManre with the manufacturers recommendations and the Al to class D10 piping for extension tbmugh the roof I ABBREVIATIONS BLDG BUILDING CI CAST IRON CLD CEILING CO CLEANOUT CONC CONCRETE COM CONTINUATION CONTR CONTRACTOR CTE CONNECT TO EXISTING CW COLDWATER DIA DIAMETER DN DOWN DAB DRAWING EUELEV ELEVATION EX EXISTING FCO FLOOR CLEANOUT FEE FINISH FLOOR ELEVATION FUR FLOOR FT FOOT FV FLUSH VALVE Gail GALVANIZED GPM GALLONS PER MINUTE ID INSIDE DIAMETER INV INVERT IW INDIRECTWASTE LPC LIMIT OF PLUMBING CONTRACTOR NC NORMALLYCLOSED NO NORMALLYOPEN NTS NOT TO SCALE NIC NOT IN CONTRACT OR OUTSIDE DIAMETER OED OPEN END DRAIN PC PLUMBING CONTRACTOR PLBG PLUMBING PSI POUNDS PER SQUARE INCH SPEC SPECIFICATION SS SOILSTACK ST.ST. STAINLESS STEEL TW TEMPEREDWATER WE TYPICAL V VENT VS VENT STACK VTR VENT THRU ROOF W WASTE �7=1�I�:L11 El TO TRENCH DRAIN ® AD AREADRAIN GW CO CLEANOUT 0 FCO FLOOR CLEANOUT O GV P -TRAP GV=_=_-_-_-_'_ GV ELBOW UP OR RISE TP TP ELBOWDOWNORDROP ] TP CAP OR END OF PIPE - n TEE LOOKING UP ,'. TEE LOOKING DOWN SIH- UNION --u'+ VIV VALVE IN VERTICAL Q CTE CONNECT TO EXISTING ETR EXISTING TO REMAIN TTI�TTTTTTTT EMIR EXISTNG TO BE REMOVED --� FLOW IN DIRECTION OF ARROW T-� DIRECTION OF SLOPE 1 PIPE SLEEVE T ECC ECCENTRIC REDUCER DOUBLE WALL PIPING �- UMITOFWORK e1TP TP TRAP PRIMER PIPING LEGEND CW COLD WATER -- -C'W- GW GARAGE WABTE BELOW SAAB (DOUBLE WALLPVDF ------GV------ GV GARAGE VENT ABOVE SLAB ======GV------ GV GARAGE VENT BELOW SLAB GV=_=_-_-_-_'_ GV GARAGE VENT BELOW SLAB(DOUBLE WALL PVOF) TP TP TRAP PRIMER _-TP TP TRAP PRIMER BELOW SLAB VALVE LEGEND BALL VALVE One BALL VALVE (NORMALLY CLOSED) Q PG PRESSURE GAUGE DESIGNATION INDICATOR 1 DETAIL DESIGNATION NUMBER P"1 DETAIL DESIGNATION DRAWING AS -BUIL 07-17-14 RUIE ENGINEERS Antlovel MA. Boston, MA-lnnM1erst, MA Dumxm, NC - Charlota, NC RICK Engineers 200 Bnchir Square Andover, MA 01810-143 0 Taul 29"200 Royal 6201 A. www.mbngmeeral This CAR) stronger Is an mff professional "Nine In 1hell rut I, led, 11 .givs., fair for toy intent control for Inhich it was treated fflos yorthoo m of the Deerror Ser be It the lal only ri without hel or legal signals A the Of Engineers [REVISIONS A DATE CHK DESCRIPTION [REAL `. ®ROJECT NUMGR 20140213.00 07/17/14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA DRAWING I NEW CHECKED BY ----- RDE N.T.S. PLUMBING LEGENDS, NOTES & ABBREVIATIONS DEMOLISH EXISTING 4^V 84NTR: PATCH ROOF PENETRATION AS REQUIRED CTE TRENCH wI NEW CATCHBASIN SECTION.PCS 'COAT 4.6 I^ f'c, ru— JOINTS BETWEENUFACEXISTING MANUFACTURERS TRENCHORAINSECTIONB P51 wIEPDXY TSA D RECOMMENDATIONS. EXISTING TRENCH DRAIN SORTING AREA REMOVE EXISTING TRENCH SECTION AS SHOWN. LJ � 4.] PS.t SORTING CONVEYOR BELT CTE TRENCH wI NEW CATCHBASIN SECTION. PC SHALLL COAT 46 JOINTS EPDXY PER MANUFACTURERS AND NEW TRENCH DRAIN SECTIONS wITSBET BETWEEN F)UTINGA D RECOMMENDATIONS. PS'1 C� -- --MANWAY (TYP) OUTLINE OF NEW1,000 LFIBEGLAS UNDERGROUND DOUBLE-WALL FIBERGLASS HOLDING TANK�i `-� A TGV UP THRU ROOF - I ' 2"GV UP THRU ROOF (2 DN - A� 2N DN L Y'CW ORI]P I CTECW PIPING w/NEW) Ckr -CONTRACTOR TO FIELD VERIFY FINAL LOCATION 4'1 CONNECT TO CATCHBASIN OUTLET w/NEW P5.1 DOUBLE WALL P -TRAP S TRAP PRIMER - - 4.6 CTE TRENCH all NEW CATCHBASIN SECTION. PC SHALLL COAT P5t JOINTS BETWEEN EXISTING AND NEW TRENCH GRAIN SECTIONS w/EPDXY PER MANUFACTURER'S RECOMMENDATIONS EXISTING TRENCH DRAIN TO REMAIN MAINTENANCE AREA EXISTINGALARM CONTROL PANEL TO REMAIN -wc::i— — ANSEL HALLET ROAD ASSUMED ELEV. 100 OFFICE SPACE DRAIN SUPPORT COLUMN MR) ENGINEERS AnEwo,, MAN Poston. MA-Am5ersl, MA Durnam NC. C6uf1tro NC AS -BUILT 07-17-14 A • � 1/8" _ 1,-0n o® ®EAL [BROJECT NUMBER 28140213.00 DATE 0]11]114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ©RAWING I DRAWN BY NEW CHECKED BY PER SCALE 11 1+D• PLUMBING FLOOR PLAN ROK Engineers t (E 05 GRACE M Motor Square CONTRACTOR NOTES PER THE REQUIREMENTS OF THE TOWN OF WESTYARMOUTH ryp CONTRACTOR SHALL REPLACE ANY BANDY FILL REMOVED WITH %' STONE. 1. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A MASSACHUSETTS 3. THE SURFACE AREAS OF ALL TRENCHES AND REQUIRED FLOOR OPENINGS SHALL Andarer, MA 01810-14188 LICENSED SITE PROFESSIONAL (LSP). CONTRACTOR'S LSP SHALL ENSURE THAT SLUMP. THE TRENCH SURFACES SHALL BE DRILLED AND PINNED 12' ON CENTER NO CONTAMINATION HAS OCCURRED ANYWHERE ALONG THE LINES OFANY (O.C.) TO MATCH EXISTING SURFACES, WITH REBAR 12-O.C. IN BOTH DIRECTIONS, REMOVED PIPING OR ASSOCIATED COMPONENTS. THE USE SHALL DOCUMENT T.978 -2564432W THEIR FINDINGS IN WRITING, AND SHALL SUBMIT THE RESULTS TO THE TOWN OF Thel LACE) Call 1. a soulastrount at WEST YARMOUTH'SHEALTH OFFICE FOR REVIEW. paskessional EI It III I be also I F.Wg396bg01 2. ANY BELOW GRADE PIPING THAT IS NOT REMOVED IS REQUIRED TO BE TESTED BY W.wxw.rlikongln4arl EITHER (1) AN AIR PRESSURE TEST CERTIFIED BY A MASSACHUSETTS LICENSED PROFESSIONAL ENGINEER EI OR (2) BY A STATIC WATER PRESSURE TEST WITH THE RESULTS CERTIFIED BY A MASSACHUSETTS LICENSED MASTER PLUMBER! InctudIng later orl of the all 3. THE INTEGRITY OF THE TRENCH DRAINS AND ALLASSOCIATED COMPONENTS Fall be at the use, 1 111, use WITIlt Ill 11 (INCLUDING THE HOLDING TANK AND HOLDING TANK BUNKER) SHALL BE VERIFIED [OMSIONS BY A P.E.) A DATE CHK OESCRITION AS -BUILT 07-17-14 A • � 1/8" _ 1,-0n o® ®EAL [BROJECT NUMBER 28140213.00 DATE 0]11]114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ©RAWING I DRAWN BY NEW CHECKED BY PER SCALE 11 1+D• PLUMBING FLOOR PLAN TRENCH SHALL BE FILLED WITH 4' STRUCTURAL FILL AND COMPACTED TO WITHIN t (E 05 GRACE ij{u 17 2. WHERE SOIL REMOVAL IS REQUIRED AROUND THE EXISTING HOLDING TANK. THE ryp CONTRACTOR SHALL REPLACE ANY BANDY FILL REMOVED WITH %' STONE. 3. THE SURFACE AREAS OF ALL TRENCHES AND REQUIRED FLOOR OPENINGS SHALL BE REPAIRED USING 5000 PSI CONCRETE w/ o/ O' STONE MIX, POURED WITH A 4'I SLUMP. THE TRENCH SURFACES SHALL BE DRILLED AND PINNED 12' ON CENTER (O.C.) TO MATCH EXISTING SURFACES, WITH REBAR 12-O.C. IN BOTH DIRECTIONS, TIED WITH STEEL WIRE. THE CONCRETE SHALL BE A MINIMUM OF 6' THICK, AND SHALL BE TROWELED TO MATCH EXISTING SURFACES. Thel LACE) Call 1. a soulastrount at paskessional EI It III I be also I What, IF 11 real be las phourat the ther far When It War be" WITIOUt he roprolook wNthen Nobel of the I'M stainless Any InctudIng later orl of the all Fall be at the use, 1 111, use WITIlt Ill 11 legal exposure to the RRK surginerm [OMSIONS A DATE CHK OESCRITION AS -BUILT 07-17-14 A • � 1/8" _ 1,-0n o® ®EAL [BROJECT NUMBER 28140213.00 DATE 0]11]114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ©RAWING I DRAWN BY NEW CHECKED BY PER SCALE 11 1+D• PLUMBING FLOOR PLAN WASTE PIPING (4'PVOF INNER InuI1N PIPE w/ 6' PVDF CONTAINMENT AS 4'1 CONNECT TO CATCHBASIN OUTLET wI NEW Pit DOUBLE WALL P -TRAP A WAR PRIMER. 4.6 CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS P6'1 W/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS DEMOLISH EXISTING 4-V 84"VFR: PATCH ROOF PENETRATION AS REQUIRED REMOVE EXISTING TRENCH SECTCTIONON AS AS SHOWN. PC SHALLL COAT JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS NOW EXISTING 2 -DRAIN OUTLE I INSIDFJBOTTOM OF TRENCH IS 11$'BELOW FINISHED FLOOR (REMOVE EXISTING WASTE PIPING BELOW SLAB AS SHOWN SORTING AREA Q)J4'TP REMOVE EXISTING PIPING BELOW SLAB AS GARAGE WASTE PIPING (4"PVDF INNER OR w/ B-PVOF CONTAINMENT AS MANUFACTL �L ASAHI/AI REMOVE PROPOSED DOUBLE WALL VENT PIPING (YPVDF INNER DRAIN PIPE w/ 4- P/BF CONTAINMENT AS MANUFACTURED BY ASAHI/AMERICA) J DOUBLE WALL VENT A/DF INNER DRAIN PIPE CONTAINMENTAS FIRED BY ASAILVAMERIQU TDRAIN OUTLET OF TRENCH IS B' I FLOOR TO REMAIN MAINTENANCE AREA CTE TRENCH w) NEW CATCHBASIN SECTION. PC SHALLL COAT a.8 JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS. P51 � l NEW TRENCH DRAIN EQUAL TO �POLVDRAIN TRENCHFORMER TR -06 P5.1 fd: J OUTLINE SORTING ZCONVEYOR BELT SORT( ROVE) CONNECT TO CATCHRASINOUTLET sayNEW DOUBLE WALL P -TRAP STRAP PRIMER. PSi CTE TRENCH w/ NEW CATCHRASIN SECTION. PC SHAJII COAT 4.6 JOINTS BETWEENEUFACTGAND NEW ECOMME DATIONSECTIONS P51 w/EPDXY PER EXISTING AND RECOMMENDATIONS. /-NOTE: EXISTING 2 -DRAIN OURET INSIOEMOTTOM / OF TRENCH 1S 11 'BELOW FINISHED FLOOR TO DETAIL FOR CONTINUATION NEW 1,000 GALLON DOUBLE-WALL FIBERGLASS TANK: DEMOLISH EXISTING TANK AND VAULT STORAGE TANK wl NEW 4^1 �,FVENT PIPING (CAST IRON) ASSUMEDELEV.100 DEMOLISH EXISTING 2WENT PIPE TO ROOF 4v UP DOUBLE CONTAINMENT PIPING VD A MINIMUM OF 6s ABOVE FINISHED OFFICE SPACE PS.O SUPPORT COLUMN (TYR) NO CONTAMINATION REMOVED PIPING Of THEIR FINDINGS IN V WEST YARMOUTH'S 2. ANY BELOW GRADE EITHER (1) AN AIR PL PROFESSIONAL ENC THE RESULTS CERTI 3. THEINTEGRITY OFT IS NOT REMOVED IS REQUIRED TO BE ST CERTIFIED BY A MASSACHUSETTS L OR (2) BY A STATIC WATER PRESSURE ASSAOHUSETFS LICENSED MASTER PL DRAINS AND ALL ASSOCIATED COMPO AND HOLDING TANK BUNKER) SHALL B COVERED WITH 6. OF SAND, FOLLOWED BY A METALLIC MARKING RIBBON TO INDICATE THE LOCATION OF PIPES BELOW GRADE. THE REMAINDER FO THE TRENCH SHALL BE FILLED WITH W STRUCTURAL FILL AND COMPACTED TO WITHIP (C OF GRADE. 2. WHERE SOIL REMOVAL IS REQUIRED AROUND THE EXISTING HOLDING TANK, THE CONTRACTOR SHALL REPLACE ANY SANDY FILL REMOVED WITH %" STONE. 3. THE SURFACE AREAS OF ALL TRENCHES AND REQUIRED FLOOR OPENINGS SHALL BE REPAIRED USING 5000 PSI CONCRETE w/34' STONE MIX, POURED WITH A4'I SLUMP. THE TRENCH SURFACES SHALL BE DRILLED AND PINNED 12" ON CENTER (O.C.)TO MATCH EXISTING SURFACES. WITH REBAR 12-O.C. IN BOTH DIRECTIONS, TIED WITH STEEL WIRE. THE CONCRETE SHALL BE A MINIMUM OF Re THICK, AND SHALL BE TROWELED TO MATCH EXISTING SURFACES. 64 ENGINEERS Antlover, MA -Poston MA-Am5ersl, MA DuAam NC. Quill NC RDK Epil 200 BRCNrtone Shit Andover, MA 01010-1480 TAI 3966200 0.IRWhi 2% W.wwwrd englneersmm ,has ra in Pan, for any i other than for ,ban It who nuted rental the roksolossur shall Iran at the user a sole risk wthose ii It Drul to the K)K Engine,,. [REVISIONS A DATE CHK DESCRIPTION MEAL . AKOEµygy4, pp1610%IFA P.� £ NIWPEDI MfIONGN � gFcls� ®ROJECT NUMBER 20140213.00 DATE- 0J/12/t4 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑e RAWINGfl DRAWN Br— NEW HECKED Bi PDB SCALE' A pI I c S -B V I L ITV UN ERSLAB PLAN 07-17-14 ANSEL HALLET ROAD -� .oma Ill 0P2.®lJ PIPING FROM EXISTING TRENCH GRAINS IN MAINTENANCE AREA SEE CROSS SECTION BELOW FOR CONTINUATION A CONTAINMENT PIPE TERMINAT OI. P5.1 � � N NANWAYRANKACCESB 4"BRONZE DI VALVE FOR TANK PRESSURE TEST HOLDING TANK CROSS SECTION - PLAN VIEW PROPOSED CONTAINMENT PIPING PRESSURE TEST PORT \ (TYPICAL OFR) CONTAINMENT PIPE TERMINATION P5.1 DRAINS IN MAINTENANGENikA �1 EXISTING SECONDARY CONTAINMENT WATER LEVEL ALARM— III (ELEVATION IS APPROXIMATE) NEW TANK RUN INDEPENDENTLY 3 PIAN P2OU FOR MANWAYITANK ACCESS 4'BRONZE BALL VALVE FOR PRIMARY PIPING PRESSURE TEST P51 LENGTH OF STEEL OR CAST IRON PIPE FOR PIPE ENTRANCE TO HOLDING TANK / (TYPICALORD JI 4• VENT PIPE (CAST RON)TO RUNINDEPENDENTLY UP TO ROOF (SEE UNOERSLAB P kL1 P2.OU FOR CONTINUATION) ELECTRIC CONDUIT TO ALARM PANEL —RBROLUE TANK BALL VALVEFOR CLOSING VENT FIXi TPFY PRESSURE TEST LEVEL ALARM HOLDING TANK CROSS SECTION -SIDE VEIW PSD CONNECTIONS @ EXISTING HOLDING TANK & VAULT Andover. All Boel MA-Amnerl MA Durham, NC - Simulate, BC BOB Engul 200 Stickel Square Antlweq MA 01910-148a T.978.29"280 F.970-296 6201 W. wwx.rtlkenglnrers.mm if® queryry, This COND Annul is AA m7ml by ad, In mlK� Ideas .1 Is "It'd assithism he womn consent of the RDK Nadal Any unauthorized ma, have, mail or areharyto ryor [REVISIONS A DATE CHK DESCRIRION 4HOFM{,�, LYA610PAEB0. �4 $ Nw�Ku X„r Na.RlW ®ROJECT NUMBED — 20140213.00 DATE -- 07/17114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑� RAWING DRAWN BY NEW CHECKED BY RDD SCALE N.T.0 PLUMBING DETAILS TRAP PRIMER 4.6 LATCHBASIN� P6.1 CONCRETE FLOOR JNNECTIONS TO THE TRENCH DRAIN E SEALED WITH HYDRAULIC CEMENT CONTAINMENT PIPING TERMINATION al CAST IRON VENT PIPING EXIENDTORCOF VEN PING SHALL BE DOUBLE WALL PVDFTO A POINTIA T LEAST by ABOVE THE FINISHED FLOOR BEFORE TRANSRIONING TO CAST IRON `DOUBLE WALL ­VUI­ GARAGE WASTE PIPING TRENCH DRAIN CONNECTION P5.1 CONTAINMENT PIPING PRESSURE TEST EQUIPMENT FEDERAL OF 2)� Be COMPRESSED AIR HOSE MALE FITTING V BRONZE BALL VALVE PRESSURE GAUGE pal 00 PSI) TAPPED INTO PIPE OR TEE FITTING TAPPED INTO CONTAINMENT PIPE PIPING FROM EXISTING TRENCH DRAINS 4" PVDF PRIMARY PIPING �/ Be P V OF CONTAINMENT PIPING--- CONTAINMENT IPINGCONTAINMENT PIPE TERMINATION TO BE PERFORMED WITH A WELDED FITTING FOLLOWING MANUFACTURER'S SPECIFICATIONS M MOE ENGINEERS Andover, MAI Boston, MA-AmMrs4 MA Durham, Nc- Lbarbatlq Be "'.. RDK Engineers 1 3ARX 1314"X3116" 200 Brickstone Square j BLACK POWDER PAINTED Andover, MA 01810 14H STEELANGLEWITH 141F ----- ANC STUOS T.978-296 -6200 " FaT639fib201 W.wwry Mke,g neen.cmm 12• el, MONOLITHIC LBEMIN.POUR no TT A �� RAILCIAMP 2' a° "4 � L ` EPS FORMER CONCRETE FLfIOR��L' q1 ��TL e //, NO FLOATlC' y� r U -LEG s";kha " U� 6" MIN �I FROM TRENCH TO ORPJN HOLDING TANK 2" M N. �ANCHORS(AS FLOWABLE HLL _ 1"MIN •..•��Try Fare fansmalt 19 an noncurrent of � arallawrol Ill I'd hour Two by 'do a whole or in Pal for low order the' ther, Tor END CROSS SECTION VIEW PROPOSED 4' PVDF INNER DRAIN PIPE Why "— inAny PVDF CONTAINMENT MINIMUM SLOPE =115" courts aftomi central of Ii Bore PER FOOT (SLOPE=0.D104) shall G P The hard Wis Fort sellout liability or 2 6 P51 TRENCHING SPECIFICATIONS- SIDE VIEW P51 PROPOBEDLATCHBABIN ®EVISIONSC ® DATE CHK DESCRIPTION PRIMARY PIPING PRESSURE TEST EQUIPMENT TYPICAL OF 1) 1 run COMPRESSED AIR HOSE MALE FIRING V BRONZE BALL VALVE PRESSURE GAUGE (0-10D PSI) TAPPED INTO PIPE OR THE FIRING TAPPED INTO CONTAINMENT PIPE CAST IRON OR STEEL PIPE or BRONZE BALL VALVE WITH STAINLESS STEEL MECHANISMS 4' PVDF PRIMARY PIPING cIP51 PIPING PRESSURE TEST AND CONTAINMENT PIPE DETAIL ETRALARM � I 4' VENTPIPE ETR ELECTRICAL CONDUIT i j CONCRETE FLOOR _lt J ] Lure ALARMS(ETS) P51 ALARM SYSTEM AND VENT EXIT DETAIL �16"[406mm1� Plan Notes Series Number. TR08-08.504FTE-ME O o b o 0 1. Grates: 00000 Ductile Iron per ASTM A536-64 Grade 6545-12(Coaletl) 00000 Open Area: 027 RIF per Lineal Foot [0 Me per lineal 0000000 Meter] 0 0 0 0 0 Load Rating:1235 PSI (AASHTO M-306 Test Method) 0 0 o c o j 2. Form Release: Non -Petroleum Based 00000 1 3. Concrete: Concrete Thickness and Reintp¢ement per5tvd 00"[fOmm]J Engineers Specification for the Application. GRATE TOP VIEW (ROTATEDW-) 10" [254mm Grate ��1.5'[38mm] Part#06.504EFE Locking Device Pan n2549-3 GRATE END VIEW ns^xvs^x o.1g" [44.5mm X 44 Such X 4.Snal 10.25- Black Epoxy Coaled �[260mm]� Steel Angle with Anchor Studs Part#F21E " Concrete Slab 825• 1 ToExpansion Joint Both Depth Tom ] Sides(Remmmended) Varies Rail Clamp ERB MonolitlliC Pour Part kTR08r Be[152mml , Minimum All Sides No -Float ®EAI % [BROJECT NUMBER - 20140213 Be UMBER20140213.Be DATE—— 07117114 ATC -'- 07/17114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA �if4 Rebar IT ❑p RAWING "[76mm1 Anchor Blab DRAWN BY dlnlmum NEW V [25nal CHECKED BY Minimum END CROSS SECTION VIEW THE SCALE- P51 PROPOSED TRENCH DRAIN PLUMBING AS ii I LTS DETAILS 07-17-14 is 4"VENT PIPE TO TERMINATE A / MINIMUM OF I S' ABOVE ROOFLINE T i 6 ROOFDNE i 4 ETRALARM � I 4' VENTPIPE ETR ELECTRICAL CONDUIT i j CONCRETE FLOOR _lt J ] Lure ALARMS(ETS) P51 ALARM SYSTEM AND VENT EXIT DETAIL �16"[406mm1� Plan Notes Series Number. TR08-08.504FTE-ME O o b o 0 1. Grates: 00000 Ductile Iron per ASTM A536-64 Grade 6545-12(Coaletl) 00000 Open Area: 027 RIF per Lineal Foot [0 Me per lineal 0000000 Meter] 0 0 0 0 0 Load Rating:1235 PSI (AASHTO M-306 Test Method) 0 0 o c o j 2. Form Release: Non -Petroleum Based 00000 1 3. Concrete: Concrete Thickness and Reintp¢ement per5tvd 00"[fOmm]J Engineers Specification for the Application. GRATE TOP VIEW (ROTATEDW-) 10" [254mm Grate ��1.5'[38mm] Part#06.504EFE Locking Device Pan n2549-3 GRATE END VIEW ns^xvs^x o.1g" [44.5mm X 44 Such X 4.Snal 10.25- Black Epoxy Coaled �[260mm]� Steel Angle with Anchor Studs Part#F21E " Concrete Slab 825• 1 ToExpansion Joint Both Depth Tom ] Sides(Remmmended) Varies Rail Clamp ERB MonolitlliC Pour Part kTR08r Be[152mml , Minimum All Sides No -Float ®EAI % [BROJECT NUMBER - 20140213 Be UMBER20140213.Be DATE—— 07117114 ATC -'- 07/17114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA �if4 Rebar IT ❑p RAWING "[76mm1 Anchor Blab DRAWN BY dlnlmum NEW V [25nal CHECKED BY Minimum END CROSS SECTION VIEW THE SCALE- P51 PROPOSED TRENCH DRAIN PLUMBING AS ii I LTS DETAILS 07-17-14 is 4.6 P5.1 9 4.1 PROVIDE PETER TMPER E DRAWING FORD FD SORTING AREA TRENCH DRAINS COMPONENTS LOCAIEC WRHIN TANK ACCESSIMANWAY NEW 1,000 GALLON DOUBLE-WALL FIBERGLASS HOLDING TANK E AREA NS I 4NEL (ETR) RMALLY CLOS RMALLY OPEP __1 QUICK CONNECT VENT ® SENSOR (DPSI PRESSURE GAUGE ELECTRICAL SIGNAL WIRE MEME ENGINEERS Andover, MA -Bill MA -Arnhem. MA Dum.ln, IRS . CnxrloHe, Kc ROKEnghl 300 Bnckatona$quan And ovea MA01810-1400 T.918-296,6300 F.976-196-6001 W. ww.Nken9lnaert.aom Thin CADID Detroit 1. In Instrument or whodby or In pan, for any patent other then for val colort If the RNK Demand Any Including autonal conversion of the document star be It the user 5 sole ask without liability or 11911 ,Palo,, to her PDK Dealers, ®EVISIONS ® DATE CNK DESCRIPTION MEAL �mBFM,y.� 1�NAK � Nn.uzm opl ED) ®ROJECT NUMBER----- ) 1Dl4Dva.CD DATE --- 07117)14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA DRAWING ► PROCESS STREAM BRAWN BY NEW CHECKED BY BD9 SCALE FN T.S. AS-BUILTS DETAIILLISG 07-17-14