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Piping Upgrade - Photos & Plans
NEW CONCRETE FLOOR CONCRETE TRENCH DRAIN T�� NEW CONCRETE EXISTING CONCRETE FLOOR _ FLOWABLE FILL drT D.C. EXISTING CONCRETE 1'. OF 1/2- CONTANMENT PIPING TERMINATION NEW CONCRETE FORMED AND POURED PLOWABLE HILL— � (SEE DETAIL 34) AROUND FRIING ' PIPE CONNECTIONS TO THE TRENCH DRNNBEDDING MATERIAL I TO BE SEALED WITH HYDRAULIC CEMENT _ iLa.1 In_ EXISTING SOIL)TO HOLDING TANK FROM TRENCH DRAIN TO HOLOINI ,�• BEDDING MATERIAL - PROPOSED 4° PVDF BRAIN PIPE W/ 80 PVDF SECONDARY CONTAINMENT , MINIMUM SLOPE = 1/8' PER FOOT (SLOPE=O 0104) DETAIL 3.1: TRENCH DRAIN (#2 AND #3) CONNECTION DETAIL 3.2: TRENCHING SPECIFICATIONS- SIDE VIEW 2' 0 2' 2' O z' CONTAINMENT PIPING PRESSURE TEST EOUIPME TEST PRESSURE 15 PSI (TYPICAL OF 1/4" COMPRESSED PIR HOSE MALE FITTING 1" BRONZE BALL VALVE PRESSURE GAUGE (0-15 PSI) W/ 1/4° HURT CONNECTION INTO TEE HITTING TAPPED IMO CONTAINMENT PIPE PIPING FROM EXISTING TRENCH DRAINS -• DETAIL 3.3: TRENCHING - `SPECIFICATIONS -END VIEW r 0 r VENT PIPE TERMINATES MINIMUM OF 2' ABOVE ROOFLINE� ROOFJHE I / PRIMARY PIPING PRESSURE TEST EQUIPMENT TEST PRESSURE 15 PSI (TYPICAL OF 1) EL 1/4- COMPRESSED AIR HOSE MALE HITTING 1' BRONZE BALL VALVE PRESSURE GAUGE (0-15 PSI) W/ 1/4- MPT CONNECTION IMO TEE TIMING TAPPED INTO CONTAINMENT PIPE TO HOLDING TANK 4- PVCF DRAIN PIPE CAST IRON OR STEEL PIPE B- PVDF SECONDARY CONTAINMENT PIPING 4° BRONZE BALL VALVE WITH STAINLESS STEEL MECHANISMS CONTAINMENT PIPE TERMINATION TO BE PERFORMED WITH A VFIDED FUTNG 4 PVDF DRAIN PIPE FOLLOWING MANUFACNRERTS SPECIFICATIONS (ASAHI EDOGOONE- ON EQUIVALENT) DETAIL 3.4: PIPING PRESSURE TEST AND ! CONTAINMENT PIPE DETAIL 2. D 2. L.. BOAUANNABAB ALJERABON OR PROs. ENGINEER: OG DRAWN Do WH �1THOFA� Al TO lF5IX NLANK IS NO(A])ON ?'W aLMP A OF SJA UW. OESIGNNT Be "'CC CHECKED DY: CG * GW WN JHESE AvxysWNJS (OR CO%ES DRAWING SCALE: AS SHOWN PLOT SCALE: 1:1 ENYIPQVIAEMAL e OF ANY N/EREDF) PROGREU PNa 4 fife BY OR BEARING NlE SEAL OF DRAWING DATE: 1/16/12 PRINT TYPE : MW THE roacrEF. soma NOT BE NNALET� REUSED FOR ANY EXJEAGOAT OFFICE: MA PAPER SIZE ARCH D INV OF THE PRNECT OR ANY ONIER PMA/ECT WBHON Nei PROJECT NO.: 0444.0074MOO2 WRIJNN CONSENT OF NAF REASON orsmimrn INT. T !/ 0A11 ENGINEER DRAWING FILE FE4210002 DWC r LEGEND - PROPOSED PVDF PIPE PROPOSED STEEL PIPE EXISTING STEEL OR PVC PIPE EXISTING ALARM COMPONENTS AGENT Trenching_ Notes OR EPDXY 1 All excavation work shall be performed in accordance with all conditions set forth by OSHA 21 Trench bottom shall be firm compacted non frozen soil. 3. Minimum of 3 Of bedding material around subsurface pipes. 4. Hand place pipe bedding and cover materials and compact in 6' IRs m of three passes with a echancol vibratory plate compactor. Compact pipe bedding and cover materials to 959 modified proctor densty. 5 Bedding malerals must be ether select naive material free of cobbles >1/2" in size or clean sand. 6 Flowable fill must be excovateble having a target density of 75-100 PSI, J New concrete shall be of the some thickness as that which was removed.. 8 New concrete shall be 3500 PSI Type III concrete I 9- The sides of the saw cut trenches will be drilled and pinned at ac of 8• an enter with 1 of 1/2" Perch with 6" of the Peter exposed to the trench and 6u set in place with grout or epoxy.' 10. All saw cut edges must be coated with a concrete bonding agent before contacting new �ete. 11. Remove and dispose of oil excess materials in conformance with applicabe regulations. EXISTING CONCRETE TRENCH DRAIN (((1) EXISTING CONCRETE FLOOR PIPE CONNECTION TO THE TRENCH DRAIN TO BE PLUGGED EXISTING SOIL VENT (To THE TANK) EXISTING 4" PVC INNER DRAIN PIPE WITH 8- POE YETHELENE CONTAINMENT PIPING BY TRENCH DRAIN (y2) TO BE CUT, PLUGGED, AND ABANDONED IN PLACE DETAIL 3.5: ALARM SYSTEM AND DETAIL 3.6: TRENCH DRAIN (#1) PIPING DECOMMISSION VENT EXIT DETAIL z 0 z z o 2' spurn WAL man 60 ANSEL HALLET ROAD PROPOSED PIPING SYE ---' WEST YARMOUTH, MASSACHUSETTS VEHICLE WASH WATER ROUX ASSOCIATES, INC. PROJECT FOR, HOLDING TANK 67 south Bedford street, suite 101W WILLOW STREET REALTY TRUST DETAIL SHEET Burlington, Massachusetts 01803, (781) 270-6600 DRAMNG NO. K, DRAWING 3 OF E=R WALL T COLUMN INTERIOR WALL EXTERIOR WALL 105.00 ELEv. 1o2.s1 FLOOR X17ING MANHOLE COVEREX[SJING TRENCH DR RIM ELEV.=99.69 RIM ELEV.-99.63- LID ELEV. 99.75 RIM ELEV. 99.6fi 3 BRAIN INV. ELEV. 98]3 OURET INV ELEV_BN OUTLET INV. ELEV. 99.0] 1°0.°0®e — _ ._ t SEDING 4- EVC INNER BRAIN PIPE Wl E" MI YETHA ENE TO BE PLUGGED /AL SECONDARY PIPE TO BE CUT. PLUGGED,. AND ABANDONED IN PLACE MINIMUM SLOPE 1/8" PER FOOT (SLOPE-°0104) M .OUTLET __INNER.:AND (SEE DETAIL 3.6) :.._.* 4 _... - I- p 95.00 -''— - PROPOSED PIPE O VAULT Q ELEV.-96.74 EXISTING TANK BULKHEAD INV. ELEV=96.09 LID ELEV.-96.98 90.°0 ---- PROPOSED PIPING SYSTEM CROSS SECTION 5' 0 5' PIPING FROM EXISTING I TRENCH DRAIN (#2) IN GARAGE/SORIRNG AREA 1 10'75' LEGEND j r0.5' - - PROPOSED PVDF PIPE .S'I _ PROPOSED STEEL PIPE EXISTING STEEL OR PVC PIPE p EXISTING ALARM COMPONENTS j EXISTING MANHOLE AND TANK OPENINGS p PIPING FROM EXISTING _ ._�._. TRENCH DRAIN (((3)IN VEHICLE MAINTENANCE AREA: -- --"-- - .d 2" VENT PIPE TO BE RECONNECTED TO TANK � 4" NOT SANITARY TEE F FPNG - 4' BRONZE BALL VALVE FOR DRAIN PIPING PRESSURE TEST � .rl - - - - - (SEE DETAIL 3.4) 15 HOLDING TANK CROSS SECTION - PLAN VIEW 2- o 2' PROPOSES CONTAINMENT PIPING PRESSURE TEST PORI PROPOSED PRIMARY PIPING PRESSURE TEST PORI "CAL OF 2) (SEE DETAIL }.4) (TYPICAL OF 1) SEE DETAIL 3.4) 2 COVER "i 1—} COVERS 1— 2 COVER - _ " BLOCKS ELECTRICAL CONDUIT TO ALARM PANEL (SEE DETAIL 3 5)PROPOSED 4" PIPING ENTRANCE —(EXISTING �2" VENT PIPE TO ROOF (SEE DETAIL 3.5) PIPING IS LOCATED IN THIS AREA USE ECETNC HOLES OR CUT NEW HOLES INTO 2' BRONZE BALL VALVE FOR CLOSING VENT TANN AND SEAL ANNULAR SPACE WTIH WEU ING) FOR TANK PRESSURE TEST PIPING FROM EXISTING Q _ _._----__ EXISTING ACCESS PORT TRENCH DRAIN IN VEHICLE _ MAINTENANCE AREA ! PROPOSED TANK VENT PIPE ENTRANCE - WE1DE0 TO TANK WALL ERMINATION SECOPI CONTAINMENT PIPE TERMINATION-- (SEE (SfE DETAIL 3.4) EXISTING TANK HIGH LEVEL ALARM LSTEEL (AT 909 CAPACITY) 5.2V TANK HELD IN PLACE WITH SAND PIPE WELDED TO TANK 4' 4 BRONZE BALL VALVE FOR DRAIN PIPING PRESSURE TEST - - (SEE DETAIL 3.4) EXISTING SECONDAW CONTAINMENT WATER LEVEL AARM - (ELEVATION IS APPROXIMATE) EXISTING 1.000 GALLON STEEL HOLDING TANK WITH 30 MIL LINER EXISTING 2.500 GALLON PRE-CAST CONCRETE VAULT— HOLDING TANK CROSS SECTION - SIDE VIEW HOLDING TANK CROSS SECTION - END VIEW 2 0 2 r 0 2' iHOF GLEN P umunkAGLZEO ALTER411°N OR A°AGLAUS°'""°°TM "° A NO/A]I°N °F SIgTE (AW PROD. ENGINEER: GG DRAWN Ord: WH (�{\ 60 ANSEL HALLET ROAD PROPOSED PIP NG SYSTEM .�� DESIGNED BY: WH/GG CHECKED DY GG ETN NONMENTAL q AS 41819 CK= OOL'OMEM (OR COPIES OF ANY 6/EREOi/PREPARED DRAWING SCALE: AS SHOWN PLOT SCALE. 1:1 } 'TT /�, - -- WEST YARMOUTH, MASSACHUSETTS VEHICLE WASH WATER 2 PFG/ L`w 9Y OR BEARING /NE SEAL OF INE G/NO ENNEER. SAMDL T BE REEKED FOR""EX7EArO "5 DRAWING DATE: 1/:6/12 PRINT TYPE: B&W ROUX ASSOCIATES INC. WILLOW STREET REALTY TRUST HOLDING TANK °EN°E: MA PAPER SIZE. ARCH °Or ME OR A OTHER PROUET WRFpUJ INE OWERNEZFOCNERON�CT pR0.1ELT NO.: 0 utOOTuno02 67 South Bedford Street, SV CROSS SECTIONS DRAWING `)fGr �( OFECT c ENG/NEER. 0utlingtOn, MossacFuse4s 01803, (ate'°'W 781) 270-66°0 1 2 OF 4 DRAWING LED. FE4710002DWG OVERIF,D DDDR OVERHEAD DOOR EXISTING DRAIN OUTLET EXISTING 6" TRENCH DRAIN (1) �TO BE PLUGGED i I p O EXISTING 4" PVC INNER DRAIN PIPE W/ 8" POLYETHYLENE SECONDARY CONTAINMENT TO BE CUT, PLUGGEgIAND ABANDONED IN PLACE eI GARAGE/ SORTING AREA SORTING CONVEYOR BELT SUPPORT COLUMN 010 O DRAIN OUTLET EXISTING 6" TRENCH DRAIN (#2) EXISTING UNDERGROUND 2,500 GALLON PRE CAST CONCRETE VAULT -0 HOUSING A 1,000 GALLON STEEL HOLDING TANK WITH 30 MIL LINER OVERH D DOOR PROPOSED 4' PUDE DRAIN PIPE W/ B" PVDF SECONDARY CONTAINMENT ; MIN. SLOPE = 1/8" PER FOOT (SLOPE -0.0104) EXISTING ALARM ELLEN. 100' CONTROL PANEL 2" STEEL VENT PIPE TO EDGE (CURRENTLY NOT CONNECTED TO TANK) OVERH D DOOR DRAIN OUTLET EXISTING 6" TRENCH DRAIN (#3) OVERH D DOOR VEHICLE MAINTENANCE AREA —GI ANSEL HALLET ROAD OFFICE SPACE DOOR DOOR r LEGEND --- ----- PROPOSED OVAL PIPE PROPOSED STEEL (PIPE EXISTING STEEL OR PVC PIPE EXISTING ALARM COMPONENTS NOT S PVDF-+ POLYVINYLIDENE FLUORIDE '= INCHES FEET ELEVATION RELATNE TO A SITE DATUM ALL PROPOSED NEW PIPING IS LOCATED BENEATH SLAB ON GRADE FLOOR 10' 0 10' d � I e S PICUICT NINE UNAUAKhR,ZCO ALPRAI)ON OR PRO ENGINEER GG DRAWN � W" EXISTING AND PROPOSED DRAWING D „OFy OOOON TO ,S OONM 6 60 ANSEL HALLET ROAD A PAXAI OF STA]E!AW DESIGNED xY wx/cc cxEGXEo HY cc17) ,NESEO,VU NF,. (OR PO„6 WING G�� � SHOWN PELT GGA, , � *��'� � WEST YARMOUTH, MASSACHUSETTS INDUSTRIAL VEHICLE WASH � FNVIRONMENlgL OE AW RRERE00 PREPARED �,'„�ENGOI � HOF eE ORAW�NG Oo,E ' 'G'2 PRINT T G&w ROUX ASSOCIATES, INC Nous "" WATER HOLDING TANK �REORANY EWEA!ANS CHASE MA PAPER SIZE: ARCH D WILLOW STREET REALTY TRUST PLAN VIEW DRAWING roxAEE OF INEAGISOLI OR ANY to spam Deamm street, S(75 tD7 2 WHER GRA/ECJ WOFIWJ WE PROJECT NO.: O6R.00]41A02 1 OF 4 SNAG CONSENT OF ME Burlington, MassgcM1usetts 01603, (]81) DO -6600 a ( u L3 ENGINEER DRAWING FILE: FE4710002.W1G i NO. m�E xtvrsgN ]ExwmOx 11^_ i LIST OF DRAWINGS DRAWING NO. DRAWING TITLE 1 PLAN VIEW 2 CROSS SECTIONS 3 DETAIL SHEETS 4 LINE DIAGRAM ® ANSEL HALLET ROAD WEST YARMOUTH, MATE#n . NDEX#mp l.r j k , 1 PREPARE® FOR: WILLOW STREET REALTY TRUST PREPARED BY ROUX ASSOCIATES, INC. 67 SOUTH BEDFORD STREET, SUITE 101W BURLINGTON, MASSACHUSETTS 01803 irr SrnS 1 1 4yr f, fl', ' a ...Iwo S LL uli.I NossGls 7.5 MINUTE SERIES (TOPOGRAPHIC) LOCATION MAP DEMO NOTES DEMOLITION NOTES: 1. REFER TO THE PLUMBING DRAWINGS FOR THE EXTENT OF THE DEMOLITION SCOPE OF WORKAND AREA. THE DEMOLITION PLANS INDICATE THE GENERAL INTENTANO 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 15 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. 3, NOTIFY THE 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 CLASSI PIED 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. T. 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. PROVIOEVALVE 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 OVER TO 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. ]. PITCH ALL WATER LINES TO DRAIN IF INSTALL HORIZONTAL RUNS OF WATER PIPING AS HIGH AS POSSIBLE AND PROVIDE DRAIN -OFFS AT ALL LOW 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 PLANS. 10. INSTALL DIELECTRIC COUPLINGS BETWEEN DISSIMILAR MATERIALS 11, PROVIDE DANDY CLEANCUTS 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. BLDG MAXIMUM SERVICE CI PIPE SIZE RANGE BELOW GRACE MAXIMUM SERVICE OPERATING LIMITS CLEANOUT Xp TO 3" CONCRETE. OPERATING LIMITS CONTINUATION PIPE CLAS9 CONTRACTOR PIPE LEGEND PRESS, TEMP SERVICE CLASS JOINTS DIAMETER (PSIG) ('F) DOWN LEGEND PRESS. TEMP DRAWING PIPE FITTINGS JOINTS PRESS TEP .JOINTS THE (PSIG) (°F) PER FLOOR FT LEGEND according to ASTM 03222 All pipe and III shall be factory assembled and of noticed construction. with the primary and secondary FLUSH VALVE GALV PIPE FITTINGS JOINTS MECHANICAL JOINTS components Definitely anchored together to prevent movement Mthe primary pipe/fltting within the containment plpeffMng, BII piping INV (PSIG) ryubless Castlmn: Heavy Duty Stainless 2And Larger Hub And 120 D14 components be manufactured to TM1end pipe be by plates The system piping shall be joined per the manufamurefs (DOUBLE WALL DOME) NORMALLYOPEN NTS 3-AndLarger Hubless GestlmnCISPI Fittings. Serves Weight. ASTMA990 Steel Band Coupling With Neoprene Spigot Cast ren SOlPpe Ygntl Larger Hub And Neoprene DOMESTIC COLD WATER CW 100 250 AIR Sol Pipe, Service Weight.2%'Antl BOt, Gasket Bank Torpue Of 80 Fem Pounds. ENa Heavy. ASTMA]40r Spigot Castlmn FtLngs Compresslon Gaskek GARAGEVENT PIPING GV GRAVITY Seamless copper water tube. drawn temper, Type Lor K, ASTM' -88. Wrought copper, solder joint ASME RX -22 ASTM B-32 solder tar material, Alloy SIX '95/5.'ASTM B-813 liquid or paste flux. Soldering procedures shall comply with ASTM SSM Cast copper alloy unions. hexagonal stock win ball -and socketlon[ solderjolnt ends. ASMEB161B. 15 Egli Pressure Rating. Husky SO 4000 Servlw Weight11 Code Extra Heavy. ASTM A-04 W' - Conforming To ASTM VENT THRU ROOF TRAP PRIMER TO 100 250 ADO FGIings,Se ASTM Or Clamp-Allrq Approved, PipingShall Be Asphalt Or Coal Tar Pitch Notes: 1, Below Omtle water piping 3' and smaller shall be Type K copperwith bituminous coating and copper b2xed john s, BeuP Theralloy. ANSI/AWS A5.8. procedures shall be per ANSI/AWS B2.2. 2. Contact be en dissimilar metals shall be made with di -electric couplings or :11-elecbic flanges. Contact between ferrous and Brad earn and Income Repay shall be electrically insulated with non-metallic washers. 3. Refer to Specifications for Insulation requirements and additional Information. BLDG MAXIMUM SERVICE CI ABOVE GRADE BELOW GRACE OPERATING LIMITS OPERATING LIMITS CLEANOUT SERVICE CONCRETE. SERVICE CONTINUATION PIPE CLAS9 CONTRACTOR OTE LEGEND PRESS, TEMP CW PIPE AND FITTINGS JOINTS DIAMETER (PSIG) ('F) DOWN LEGEND PRESS. TEMP DRAWING PIPE FITTINGS JOINTS PIPE FITTINGS .JOINTS THE (PSIG) (°F) PER FLOOR FT FOOT according to ASTM 03222 All pipe and III shall be factory assembled and of noticed construction. with the primary and secondary FLUSH VALVE GALV GALVANIZED GPM GALLONS PER MINUTE IS components Definitely anchored together to prevent movement Mthe primary pipe/fltting within the containment plpeffMng, BII piping INV 3-Anb Lerger Hubless Castlmn ryubless Castlmn: Heavy Duty Stainless 2And Larger Hub And 120 D14 components be manufactured to TM1end pipe be by plates The system piping shall be joined per the manufamurefs (DOUBLE WALL DOME) NORMALLYOPEN NTS 3-AndLarger Hubless GestlmnCISPI Fittings. Serves Weight. ASTMA990 Steel Band Coupling With Neoprene Spigot Cast ren SOlPpe Ygntl Larger Hub And Neoprene OPEN END DRAIN PC PLUMBING CONTRACTOR prow o of each secondary PiPe/fitting add weltletl to with the primary arta must be mecnaniwlly located In a mecnlnea recess secondary in the must PLUMBING Sol Pipe, Service Weight.2%'Antl BOt, Gasket Bank Torpue Of 80 Fem Pounds. ENa Heavy. ASTMA]40r Spigot Castlmn FtLngs Compresslon Gaskek GARAGEVENT PIPING GV GRAVITY 120 O10 ASTM-Ad88, CISPI 301. Smallec Hubless Castlmn 15 Egli Pressure Rating. Husky SO 4000 Servlw Weight11 Code Extra Heavy. ASTM A-04 W' - Conforming To ASTM VENT THRU ROOF ECC ECCENTRIC REDUCER 2h'And Smallee Soonest. FGIings,Se ASTM Or Clamp-Allrq Approved, PipingShall Be Asphalt Or Coal Tar Pitch C- ®TP TP TRAP PRIMER IA68, CISPI3010rWmugs. CopperOWJ Or Wrought Copper: 95/S Solder. Asphalt Or Coal Tar Pitch Coated DAV Pattern. ' Fittings. Cofled Notes: 1. Vent piping serving flmr decrescendo Mains shall be pipe class D14 to a point at least 6' above the food level tire of the R ures served. At this palm, the piping may transition to Pipe Class D10 for extension Mrough Me mot. 2. CISPI 310 Rai Couplings Will Not Be Accepted As Equal To Manufacturers Listed. BLDG MAXIMUM SERVICE CI BELOWGRADE OLG OPERATING LIMITS CO CLEANOUT SERVICE CONCRETE. PIPE CLASS CONTINUATION CONI CONTRACTOR OTE LEGEND PRESS, TEMP CW PIPE AND FITTINGS JOINTS DIAMETER (PSIG) ('F) DOWN DWG DRAWING EL/ELEV ELEVATION EX EXISTING FCO Pipe, Doings, Internal pipe supports and anchor plates shall be manufactured to meet the requirements fora polyPnyliaene fluoride resin THE FINISH FLOOR ELEVATION PER FLOOR FT FOOT according to ASTM 03222 All pipe and III shall be factory assembled and of noticed construction. with the primary and secondary FLUSH VALVE GALV GALVANIZED GPM GALLONS PER MINUTE IS components Definitely anchored together to prevent movement Mthe primary pipe/fltting within the containment plpeffMng, BII piping INV GARAGE WASTE PIPINGsupporte GW GRAVITY 120 D14 components be manufactured to TM1end pipe be by plates The system piping shall be joined per the manufamurefs (DOUBLE WALL DOME) NORMALLYOPEN NTS NOT TO SCALE NIC primaryhall 0 the All at All anchor plates Menl be provided etearil end fettle restrain pipe experts ancsupphor welded primary pipe. Anchor plates shall be To ddiumn mi pipe. remmmendirions. OUTSIDE DIAMETER OED OPEN END DRAIN PC PLUMBING CONTRACTOR prow o of each secondary PiPe/fitting add weltletl to with the primary arta must be mecnaniwlly located In a mecnlnea recess secondary in the must PLUMBING PSI POUNDS PER SQUARE INCH SPEC SPECIFICATION SS aemnaary pipeFutug aemlons. secondaryplie ST ST. None: 1. Acceptable Manufacturers: Asahi/Amence Duo Pm PVDF x PVDF Piping System. 2. Wren serving vent systems, double containment piping shall extend a minimum of 6" above the finished floor before tansltloning W class D10 piping for extension through Me mot 3. The system snail be tested in accordance With the manufacturer's recommendations and me local ARJ's mgoimmenM. BLDG BUILDING CI CASTIRON OLG CEILING CO CLEANOUT CONIC CONCRETE. CONT CONTINUATION CONI CONTRACTOR OTE CONNECT TO EXISTING CW COLDWATER DIA DIAMETER ON DOWN DWG DRAWING EL/ELEV ELEVATION EX EXISTING FCO FLOOR CLEANOUT THE FINISH FLOOR ELEVATION PER FLOOR FT FOOT Ed FLUSH VALVE GALV GALVANIZED GPM GALLONS PER MINUTE IS INSIDE DIAMETER INV INVERT IW INDIRECTWASTE LPC LIMIT OF PLUMBING CONTRACTOR NO NORMALLYCLOSED NO NORMALLYOPEN NTS NOT TO SCALE NIC NOT IN CONTRACT OF OUTSIDE DIAMETER OED OPEN END DRAIN PC PLUMBING CONTRACTOR PILING PLUMBING PSI POUNDS PER SQUARE INCH SPEC SPECIFICATION SS SOIL STACK ST ST. STAINLESS STEEL TN TEMPEREDWATER TYP TYPICAL V VENT VS VENTSTACK WR VENT THRU ROOF PIPING LEGEND GENERAL BALL VALVE ® TO TRENCH DRAIN -- EI AD AREA DRAIN BP ------GV-- CO CLEANOUT H) FCO FLOOR CLEANOUT >D GV P -TRAP (DOUBLE 40 TP ELBOW UP OR RISE =TP TP ELBOW DOWN OR BRC CAP OR END OF PIPE O TEE LOOKING UP _ TEE LOOKING DOWN SII--- UNION - Et VIV VALVE IN VERTICAL 8 CTE CONNECT TO EXISTING PER EXISTING TO REMAIN -mTrrTr+1i ELSE EXISTING TO BE REMO ED `. FLOW IN DIRECTION OF ARROW DIRECTION OF SLOPE 1 PIPE SLEEVE T ECC ECCENTRIC REDUCER DOUBLE WALL PIPING E p LIMIT OF WORK ®TP TP TRAP PRIMER PIPING LEGEND BALL VALVE CW COLD WATER -- =GW= GW GARAGE WASTE BELOW SLIB(DOI WALL PVDF BP ------GV-- GV GARAGE VENT ABOVE SLAB vee==eGV-e__co GV. GARAGE VENT BELOW SLASI ===EEEGV=EE=e= --- - - GV GARAGE VENT BELOW $HAS WALL PVDF) (DOUBLE TP TP TRAP PRIMER =TP TP TRAP PRIMER BELOW SLAB VALVE LEGEND BALL VALVE BALL VALVE (NORMALLY CLOSED) Q PG PRESSURE GAUGE DESIGNATION INDICATOR 1 DETAILDESIGNATION NUMB ER P-1 DETAIL DESIGNATION DRAWING ISSUED FOR 04-07-1 'Rom ENGINEERS Andover, MA - Sudan, MA -Accrued. MA Barra m. NC - charbM, NC RBK Erglneers 200 BrlcFsbne Space Andover, MA 01810480 T.9Tdtifill 00 FARSQ9"201 W,ww.Man9hreers.com .L Z Fit GADD 0111111t 1, 11 "1 a 111111 11 11 Pac fm loy Pill"' or" shi fth stick it ,, rand Wntist us wourtir writer cnwrnt of me Sam Ei Aw ,nBri air MUS, uni 11 Ii sollysid wrvioll, If oil IIIAM ®EVISIONS A DATE CHK DESCRIPTION INEAL ®ROJECT,e NUMBER 20140213.00 041O2j14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA HIRAWING DRAWN Bry NEW :535 N.T.S. fl PLUMBING LEGENDS, NOTES & ABBREVIATIONS PART 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 ID REQUIREMENTS INCLUDED IN THE 'NARRATIVE REPORT FOR COMPLIANCE WITH THE ENERGY CONSERVATION SECTION OF THE MASSACHUSETTS STATE BUILDING CODE (780 CMR)- APPROVAL AND ACCEPTANCE°. D ALL TESTING AND CERTIFICATIONS NECESSARY FOR COMPLIANCE AND ANY REQUIRED REMEDIAL ACTIONS AND RETESTING DUE TO FAILURE. 3. SITE VISITVISIT 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. R 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 BACKCHARGES 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 b) THE STATE PLUMBING AND FUEL GAS CODE c) THE STATE ELECTRICAL CODE O) NFPA e) DEPARTMENT OF ENVIRONMENTAL PROTECTION 1) DEPARTMENT OF PUBLIC SAFETY CODES If) ARCHITECTURAL ACCESS BOARD h) ALL OTHER APPLICABLE CODES, REGULATIONS. STANDARDS AND LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENT AND OTHER AUTHORITIES HAVING JURISDICTION. I) 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 PRECEDING WITH THE WORK. ALL COST FOR REWORK NECESSARY TO RESOLVE DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. T. REQUESTS FOR INFORMATION: ANY RFI FOR RESOLVING AN APPARENT CONFLICT OR UNCLARITY, OR A REQUEST FOR AN ADDITIONAL DETAIL, SHALL INCLUDE A SKETCH OR EQUIVALENT DESCRIPTION OF CONTRACTOR'S PROPOSED SOLUTION. B. SUBMITTALS: PROVIDE SPECIFIED ITEMS AND EQUIPMENT UNLESS 'EQUAL' OR 'APPROVED EQUAL' IS EXPLICITLY INDICATED ON THE DRAWINGS. DEVIATIONS TO SPECIFIED ITEMS SHALL Be AT THE SOLE RISK OF THE CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES TO THIS AND OTHER TRADES. REVIEW OF THE SHOP DRAWINGS BY ME ENGINEER SHALL NOT ABSOLVE THE CONTRACTOR FROM MEETING THE FULL DESIGN INTENT OF THE ASSOCIATED SYSTEMBU. SUBMITTALS SHALL INDICATE PRIOR REVIEW AND APPROVAL BY THE RESPONSIBLE CONTRACTOR. SUBMIT FOR REVIEW (6) SETS OF MANUFACTURER'S PRODUCT DATA FOR THE FOLLOWING ITEMS: a) PIPE MATERIALS ID FITTINGS c) VALVES I) DRAINS go) INSULATION O HANGERS g) TEST REPORTS b) ALL CERTIFICATES ALLOW ENGINEER A MINIMUM OF 10 WORKING DAYS FOR PROCESSING AND REVIEW OF EACH SUBMISSION. 9. RECORD DRAWINGS: CAD RECORD DRAWING FILES SHALL BE SUBMITTED AT THE COMPLETION OF THE PRO) ECT SHOWING THE 'AS -BUILT CONDITION INCLUDING WORK INSTALLED AND ALL MODIFICATIONS OR ADDITIONS TO ORIGINAL DESIGN. OBTAIN THE AUTOCAD FILES FOR PREPARATION OF ASBUILT DRAWINGS FROM THE ARCHITECT. THE ARCHITECT AND ENGINEER ARE NOT GRANTING ANY OWNERSHIP OR PROPERTY INTEREST IN THE CAD DRAWINGS BY THE 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 CONTRACTOR'S SOLE RISK AND WITHOUT LIABILITY TO THE ARCHITECT AND ENGINEER. 10WARRANTIES: WARRANT INSTALLATION IN WRITING FOR ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION. WHERE INDIVIDUAL EQUIPMENT SECTIONS SPECIFY LONGER WARRANTEES, PROVIDE THE LONGER WARRANTEE. REPAIR, REPLACE OR PROVIDE TEMPORARY ACCOMMODATIONS FOR DEFECTIVE MATERIALS, EQUIPMENT, WORKMANSHIP AND INSTALLATION THAT DEVELOP WITHIN 24 HOURS OF NOTIFICATION. WARRANT' SHALL INCLUDE A CONTACT PERSON (NAME AND 24 HOUR TELEPHONE NUMBER) FOR SERVICE REQUESTS. CORRECT DAMAGE CAUSED WHILE MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER WARRANTY PERIOD AT NO ADDITIONAL COST, 11GOORDINATION: 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. 12SUPPORTS: 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. IACUITING 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. ETC. BEFORE ANY CORE DRILLING AND/OR CUTTING OF SLABS COMMENCESINCLUDING X-RAYING THE AFFECTED SLABS. PROVIDE FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE FIRE RESISTANCERATEDASSEMBLY. 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 FEB. 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.INCLUOING X-RAYING THE AFFECTED SLABS. PROVIDE FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE FIRE RESISTANCE -FATED 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. 16 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 SPROTECTION OF WORK AND PROPERTY: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND PROTECTION OF ALL WORK INCLUDED UNDER THIS SECTION UNTIL THE COMPLETION AND FINAL ACCEPTANCE OF THIS PROJECT. PROTECT ALL EQUIPMENT AND MATERIALS FROM DAMAGE FROM ALL CAUSES INCLUDING. BUT NOT LIMITED TO, FIRE, VANDALISM AND THEFT_ ALL MATERIALS AND EQUIPMENT DAMAGED OR STOLEN SHALL BE REPAIRED OR REPLACED WITH EQUAL MATERIAL OR EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. PROTECT ALL EQUIPMENT, OUTLETS AND OPENINGS, AND ROOF PENETRATIONS WITH TEMPORARY PLUGS, CAPS AND COVERS. PROTECT WORK AND MATERIALS OF OTHER TRADES FROM DAMAGE THAT MIGHT BE CAUSED BY WORK OR WORKMEN UNDER THIS SECTION AND MAKE GOOD DAMAGE THUS CAUSED. DAMAGED MATERIALSAIRETO BE REMOVED FROM THE SITE, NO SITE STORAGE OF DAMAGED MATERIALS WILL BE ALLOWED. ANY DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY THIS 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 SUBMITTALS, AS-RUILTS, O&M MANUALS, AND TESTING AND BALANCING REPORTS ARE TO BE PROVIDEDFOR 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 THE ENGINEER. THE CONTRACTOR MUST VERIFY THAT ALL 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 ROK ENGINEERS UPON REQUEST. FINAL INSPECTION BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPT OF THE CERTIFICATE OF COMPLETION. 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 P0.0 Z 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 114114, ALL PRODUCTS INSTALLED MUST COMPLY ANY PRODUCT PIPE, FITTINGS ORVALVE INSTALLED AFTER THE ENACTMENT DATE THAT DOES NOT COMPLY, SHALL BE REMOVED AND CHANGED BY THIS CONTRACTOR AT HIS/HER OWN EXPENSE TO COMPLY WITH THE FEDERAL LAW. 3. VALVES (DOMESTIC WATER SYSTEMI A. GENERAL- VALVES IM THE INTERIOR DOMESTIC WATER PIPING SYSTEMS (COLD WATER) SHALL BE AS MANUFACTURED BYAPOLLO, MILWAUKEE. NISCO OR CONSRACO. 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 BONA -N, TEE OR FROM SEATS SUITABLE FOR THE SERVICE INTENDED. b. THE PRESSURE CLASSIFICATION FOR VALVES SPECIFIED HEREIN ARE WORKING STEAM OR WATER, OIL, GAS Poli PRESSURE RATINGS c. LEVER HANDLES ON ALL VALVES SHALL BE COLOR CODED IN CONFORMANCE WITH ANSI STANDARD A-13.1. B. BALL VALVES Do 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 1 %INCH ZINC PLATED CARBON STEEL STEM EXTENSION ASSEMBLY AND BE RATED FOR 8DD 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 C547, "STANDARD SPECIFICATION FOR MINERAL FIBER PIPE INSULATION'. PIPE INSULATION SHALL HAVE A WHITE, FACTORY APPLIED. FIRE RETARDANT, REINFORCED VAPOR BARRIER JACKET. INSULATION SHALL BE CONTINUOUS THROUGH SLEEVES AND HAVE ATHICKNESS OF 1 -INCH. Is 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 WE OF FINISHED FLOOR, IN EXPOSED INSTALLATIONS, SHALL BE PROVIDED WITH 20 MIL. PVC CONTINUOUS COVERS IN ADDITION TO THE VAPOR BARRIER JACKET. FITTINGS AND SEEMS SHALL BE SOLVENT WELDED. d INSULATION SHALL BE MANUFACTURED BY OWENSCORNING FIBER GLASS CORP., KNAUF FIBERGLASS, CERTAINTEED OR EQUAL. B. DIREETBURIED PIPING a. FOR DIRECT BURIED TRAP PRIMER PIPING, PROVIDE I:4 -INCH THICK CELLULAR GLASS INSULATION WITH A70 MIL THICK SELF-SEALING FLEXIBLE VAPOR PROOF JACKET. D. INSULATION SHALL BE EQUAL TO PITTSBURGH CORNING FOAMGLAS INSULATION WITH A PITTWRAP'CW-PLUS' JACKETING. 7. HANGERS, ANCHORS, CLAMPS AND INSERTS: a) HANGERS SHALL BE INSTALLED, AS REQUIRED, TO MEET CODE COMPLIANCE AS TO LOCATIO RSPACING AND MANUFACTURER'S STANDARDIZATION SOCIETY (MSS), STANDARD PRACTICE BULLETINS SP58869, L) HANGER MATERIAL SHALL BE COMPATIBLE WITH PIPING MATERIALS WITH WHICH IT COMES INTO CONTACT. IR 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. tl) VERTICAL SUPPORT SHALL BE BY MEANS OF RISER CLAMPS (ANCHORS WITH SPLIT RING TYPE ALLOWABLE UP TO SIZE ONLY) AND ADJUSTABLE PIPE SUPPORT WITH FLANGE ANCHORED TO FLOOR. e) PROVIDE STEEL BAND HANGERS FOR PIPING P AND SMALLER. PIPING LARGER THAN 4' SHALL BE SUPPORTED WITH ELDERS TYPE HANGERS. SUPPORT PIPING FROM BUILDING STRUCTURE TO MAINTAIN REQUIRED GRADE AND PITCH OF PIPE LINES, PREVENT VIBRATION, SECURE PIPING IN PLACE. SECURE HANGERS TO INSERTS WHERE PRACTICAL. HANGER RODS SHALL HAVE MACHINE THREADS, R HANGER RODS SHALL BE CONNECTED TO BEAM CI -AMP, 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 CLAMPS INSTALLED IN EXTERIOR LOCATIONS OR SUBJECT TO A CORROSIVE ATMOSPHERE SHALL BE ELECTRO -GALVANIZED COATED. b) INSULATION PROTECTORS (SHIELDS) FOR HORIZONTAL PIPING SHALL BE CONSTRUCTED OF GALVANIZED STEEL FORMED TO A ISO DEGREE ARC AND 12 INCHES LONG, 18 GAUGE FOR HANGERS S INCHES IN SIZE AND SMALLER, 16 GAUGE FOR HANGERS LARGER THAN 51NCHES IN SIZE. B. SLEEVESANOPENETRATONS: e) PIPE SLEEVES THROUGH FIRE -RATED CONSTRUCTION SHALL BE SCHEDULE 40 STEEL. SLEEVES THROUGH PARTITIONS AND NONFIRE RATED CONSTRUCTION SHALL BE 22 GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL SEAMS. IU FIRE STOP PENETRATION SEALS 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. if PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM, SILICATE FOAM, CERAMIC FIBRE OR MINERAL FIBRE N OF BOTH WALL SURFACES. SEAL PENETRAT WATER -PROOF MASTIC SURFACE FINISH OR PART 3 -EXECUTION in ENGINEERS Antloveq MA, Bolton, MA -Ansi MA Sunni BB-cxanoXe, NC 1. IDENTIFICATION. RDKENimen a) FURNISH AND AFFIX APPROVED ADHESIVE BANDS IDENTIFYING THE SERVICE AND DIRECTION OF LOW OF 200 Bridgestone Square EACH PIPING SYSTEM INSTALLED UNDER THIS WORK. Andover, MA 018101488 I) PROVIDE VALVE TAGS ON ALL VALVES. VALVE NUMBERS AND LEGEND ON VALVE TAGS SHALL CORRESPOND TO NUMBERS INDICATED ON RECORD DRAWINGS AND VALVE LIST. T.971149"i 2. TESTING THE PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF F.97839641201 THE PLUMBING CODE AND FUEL GAS CODE, W,w,rw,rEken9lraers.om 3. MATERIALS AND WORKMANSHIP: MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN EXPOSED ON DRAWINGS. MATERIAL AND 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: DO NOT INTERRUPT EXISTING SERVICES WITHOUT OWNER'S APPROVAL S. 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 I D) 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 5D 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 0.2 PARTS PER MILLION. PART 4- PROJECT CLOSEOUT 1. THE CONTRACTOR SHALL BE RESPOI ALLOW SUFFICIENT TIME IN THE CON SUBSTANTIALLY COMPLETE AND ALL DOCUMENTATION IS DELIVERED TO T INCOMPLETE/INCORRECT DOCUMENTATION WILL RESULT IN BACK C ASSOCIATED WITH ADDED WORK PERFORMED BY HER ENGINEERS. 2. PROVIDE THE 00 INDICATING THAT 107.6.3 BOTH THE GENERAL CONTRACTOR AND ASSOCIATED TRADE CONTRACTOR FOR COMPLIANCE WITH 780CMR CHAPTERS I. 9 & 13. 3, THE WATER SYSTEM SHALL NOT BE PERMITTED FOR USE UNTIL FULL DISINFECTION OF THE ADDED' PIPING IS PERFORMED. PROVIDE DOCUMENTATION TO THE ARCHITECT/ENGINEER REGARDING CERTIFICATION OF PERFORMANCE. 4, SUBSTANTIAL COMPLETION SITE VISIT BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPT ACID 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. 5. PREMATURE REQUESTS THAT REQUIRE ADDITIONALIFOLLOW 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. ISSUED FOR P 04-07-14 Thin CARE Gi 11 11 twitinflem If inmicaseconel serves Is Toll lintiri �hd. is 1, poi fier he notion, If chose E, lhIlh It won ""Pit rogionei To effelsoned, shistrin consent of the RDK linginess Any Inholl be 11 the .111 1 111. risk withosint %er III ..Plllll 11 the R)K Engineers [REVISIONS) A DATE CHK DESCRIPTION MEAL ®ROJECT =(s NUMBER 20140213.00 04/07/14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ®RAWING DRAWN DY NEW CHECKED BY FEB NTS. MI PLUMBING SPECIFICATIONS WASTE PIPING NVPVDF INNER DRAIN PIPE w/ 6' Poi CONTAINMENT AS MANUFACTURED BY ASAHI/AMERICA ) NOTE: EXISTING 2"DRAIN OUTLET INSIDE/BOTFOM OF TRENCH IS I l%RSLOW FINISHED FLOOR SORTING AREA NOTE: PVDF DOUBLE CORIANDER I PIPING SHALL EXTEND A MINIMUM OF Be ABOVE FINISHED FLOOR BEFORE TRANSITIONING TO CAST IRON PROPOSED DOUBLE WALL VENT PIPING BFVOFJ INNER DRAIN PIPE w/ 4" PVDF CONTAINMENT AS MANUFACTURED BY ASAHI/AMERICA) 01 CONNECT TO CATCHBASIN OUTLET w/ NEW P51 DOUBLE WALL P -TRAP STRAP PRIMER. 4.6 CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT) P51 JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS PIPING BELOW SLAB AS SHOWN GARAGE WASTE PIPING FhPVDF INNER DRAIN PIPE wl B'PVDF CONTAINMENT AS MANUFACTURED BY ASAHI/AMERICA) PIPING (2'PVDF INNER BRAIN PIPE w/ 4' PVDF CONTAINMENT AS MANUFACTURED BY ASAHI/AMERICA) � (2) IgTP UP 2- Y' NOTE: EXISTING 2'ORAIN OUTLET INSIDE/BOTTOM OF TRENCH IS OF BELOW FINISHED FLOOR MAINTENANCE AREA DEMOLISH EXISTING 4N & 4"VTR AT ROOF PENETRATION AS REQUIRED EXISTING TRENCH DRAIN ' SPC AND NEL COAT FRENCH BETWEEN EXISTING— �TO REMAIN AND NEW TRENCH DRAIN SECTIONS w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT 46 JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS e w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS, P5.1 i C) NEW TRENCH DRAIN EQUAL TO 49 POLVDRgIN TRENCHFORMER TR -0e P5.1 ENGINEERS — - Andover, MA Boston, MA -Amherst, MA Om6am, NC - ClutloXq NC RDKEglnee,e YARMOUTH CONTRACTOREONTRAC S PERORSH N OFMASS : 200 BNckstom Square LLEREpUIREMENTSOFTHET A 1. THECONTRACTORSER7CES CHUSETTSEST MASSACHUSETTS I Ab°"en MA01810-0488 LICENS O CONTRACTOR'S LEE CONTRACTOR'S LSP SHALL ENSURE jHAT TAMIN TI HAS OCCURRED NO CONTAMINATION HAS OCCURRED ANYWHERE ALONG THE LINES OF ANpH REMOVED PIPING OR ASSOCIATED COMPONENTS. THE LSP SHALL BODIED T T,9784988200 THEIR FINDINGS IN WRITING, AND SHALL SUBMIT THE RESULTS TO THE TONOF WEST YARMOUTH STEALTH OFFICE FOR REVIEW. FW83g68201 2. ANY BELOW GRADE PIPING THAT IS NOT REMOVED IS REQUIRED TO BE TE ST ED BY BE www.rEbnglneers.com EITHER (1) AN AIR PRESSURE TEST CERTIFIED BY A MASSACHUSETTS LICENSED PROFESSIONAL ENGINEER (P.E.)OR(2) BY A STATIC WATER PRESSURE TEST WITH THE RESULTS CERTIFIED BY A MASSACHUSETTS LICENSED MASTER PLUMBER. 3. THE INTEGRITY OF THE TRENCH DRAINS AND ALL ASSOCIATED COMPONENTS (INCLUDING THE HOLDING TANK AND HOLDING TANK BUNKER)SMALL BE VEIFIED �E A E.) AE.) TRENCHING AND BACKFILLING NOTES:: 1. ALL NEW BELOW GRADE PLUMBING PIPING SHALL BE BEDDED ON O"OF GAND AND COVERED WITH Be 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 /n s' STRUCTURAL FILL AND COMPACTED TO WITHIN 177 6' OF GRADE 2. AROUND WHERE THE EXISTING HOLDING TANK, THE .. CONTRACTOR CONTRACTOR SHELL SMALL REPLACE FILL REMOVED WITH%' STONE. 3. THE OFALL TRENCHES A RED TRENCHES AN%'i " EPAI ED SING GOFALL BE REPAIREDSTONEA14"SHALL TO ED EMIX, PORED Win " MP THE TRENCH SLUMP. SURFAOD CES BE DRILLER ANO PINNEO12 ES SHALLCONCREBE DRI LEDADDI PINNED ONCE CENTER MATCH EXSTUiG SURF CES, (O.C.) TO MATCH EXISTING SURFACES, WITH REBAR 12-O.C. IN BOTH DIRECTIONS, THDI OUTLINE OF SORTING TIED WITH STEEL WIRE. THE CONCRETE SHALL BEA MINIMUM OF V THICK, AND CONVEYOR REPT (ABOVE) SHALL BE TROWELED TO MATCH EXISTING SURFACES. 41 CONNECT TO CATCHBASIN OUTLET w/ NEW DOUBLE WALL P -TRAP STRAP PRIMER. P5.1 CTE TRENCH w/NEW CATCHBASIN SECTION. PC SHALLL GOAT 46 JOINT58ERNEEN EXISTING AND NEW TRENCH DRAIN SECTIONS SUPPORT COLUMN (Tl'P) wu/It EPDXY PER MANUFACTURER'S RECOMMENDATIONS. P51 NOTE: EXISTING 2" DRAIN OUTLET INSIDE/BOTTOM y OF TRENCH IS 11 FELLOW FINISHED FLOOR JL REMOVE EXISTING PIPING TO ETR STORAGE TANK. PATCH EXISTING VAULT PENETRATION WATERTIGHT, III A z T} REFER TO DETAIL FOR CONTINUATION EXISTING TRENCH DRAIN P" P5.0 TO REMAIN e _EXISTING UNDERGROUND 2,500 GALLON PRE -CAST CONCRETE VAULT1 On 1 ILL/✓// HOUSING A TIE) GALLON, 30MELINED, STEEL HOLDING TANK TO REMAIN. n117 PC SHALL PROVIDE PROPER RESTRAINT FOR EXISTING TANK TO PREVENT P50 _ UPLIFT WITHIN VAULT. REFER TO DETAIL FOR ADDITIONAL INFORMATION. � EEND4 V / 1mll_ EAT PIPING INTO IIT CTE EXISTING STORAGE TANK w/NEW 4N VAULTIFF PROVIDE NEW OPENINGS IN EXISTING VAULT FOR PROPOSED VENT PIPING 2-V UP II 1 4"VENT PIPING (CAST IRON) DEMOLISH EXISTING2NASSUMED ELEV. 100ENTPIPE TO ROOF (2)4W UP -2'GV UP NOTE: PVDF DOUBLE CONTAINMENT PIPING SHALL EXTEND A MINIMUM OF V ABOVE FINISHED FLOOR BEFORE TRANSITIONING TO CAST IRON. ANSEL HALLET ROAD OFFICE SPACE ISSUED FOR PE 04-07-14 iia^ - r - O• This CAD I Document is &M one me us of Ahol. or , put I" lov All, It enter the, fien which it Was Crouccl wthIll ell lipammed, .mhhAII1lAtIflg.RQKP9gI11m Any b, "r [REVISIONS A DATE CHK DESCRIPTION MEAL� 4�01 CS [PROJECT f NUMBER 2014021300 DATE 04rm/14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑® RAWINGi ^" DRAWN BY NEW CHECKED BY ROB SCALE IIB" -1'-D' PLUMBING UNDERSLAB PLAN CIA 4't CONNECT TO CATCHBASIN OUTLET w/NEW DOUBLE WALL P -TRAP B TRAP PRIMER. 4.6 CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT PSt JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS WE EPDXY PER MANUFACTURER'S RECOMMENDATIONS DEMOLISH EXISTING 4W 8 4'ViR PATCH ROOF PENETRATION AS REQUIRED CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT 4.6 JOINTS BETWEEN EXISTING AND NEW TRENCH DRAIN SECTIONS P51 I� w/ EPDXY PER MANUFACTURER'S RECOMMENDATIONS. REMOVE EXISTING TRENCHEXISTING TRENCH DRAIN O SECTION AS SHWN. TO REMAIN /'� NEW TRENCH GRAIN EQUAL TO 47 SORTINV POLYDRAIN TRENCHFORMER TR OB P51 AREA SORTING CONVEYOR BELT CTE TRENCH w/ NEW CATCHBASIN SECTION. PC SHALLL COAT 46 J1 INTS SPOWETWEENNUFACTURERS ECOMM NDATIONSECTIONG P51 SUPPORT COLUMN MR) w/EPDXYPEREN EXISTING XIS INR AND RECOMMENDATIONS. i ZI \i REMOVE EXISTING TRENCH SECTION AS SHOWN. IIIII Jill IN EXISTING TRENCH DRAIN TO REMAIN MANWAY REP) \ lY i�OUTLINE OF EXISTING UNDERGROUND TANK ------------ 1 1 (3) 4"GV UP TO (3)4'GVFR 2 - - j 0 4 EXISTING MARE r /'--GV ---T CONTROL PANEL �ASSUMED ELEV. 100 ---- GV---� -L �TO REMAIN DN I I I � DEMOLISH ON GATINGST 2eVENT PIPE TO ROOF �. DROP T s �DN I EXISTING TRENCH DRAIN LJ TO REMAIN MAINTENANCE AREA -a.4"1 ANSEL HALLET ROAD OFFICE SPACE EDE ENGINEERS Andover May B"Imn. MA-AmbenL MA Durham, NC-ChaMXe, NC WEAL �EpttHOF4y 9 �. NpsiwmFAR ? N;dlRly n1[tlWyrgl No a52q 9o,�9Kb'l9i TS/0/ L WROJECT NUMBER 20140213.00 DATE - 04/07/14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA DRAWING DRAWN BY NEW CHECKED BY ONE SCAIE VB" -1'0' ISSUED FOR HERMIT FLOORING P AN 04-07-14 . ID 1/8" = l' - On l 0 8' 16' may trgNeers CTOR OF OF UTH: 200 Brlckstone Swam 1. 1 ONTRACNOTES ORVHAHENGAGE I HENTS THE RVICES FAMTOW MASSACHUSETTS MA$HALL Andover MA 01810.148¢ SITE FESSION L(LA ). CONTVICESOFA LICENSED SITE LICENSEDO CONTRACTOR'S LSP SHALL ENSURE THAT ENSURE TI HAS NO CONTAMINATION HSS OCCURRED ANYWHERE ALONG THE LINES OF ANY REMOVED PIPING NT T,g]04e6EID0 THEIR WRITING. SHALL SUBMIT RESULTS TO AND SH ALL SUBMIT THE RESULTS TO THE TOWN OF THEDOCTO YARMOUTH SHEITING. OFFICE FOR REVIEW. WESTTELOW F.9i0396E001 2. ANYBELOWGRADEPI PING ISISREQUIRED RVEITHER W.www.rtlMergimers,cem AIR PPIPINGETHAT TEST ETREMOVED PRESSURE TEST CERTIFIED BY A TTSLTESTED PROFS SIONAIE PROFESSIONAL STATIC WATER PRESSURETEST WITH MSTWI THE THE RESULTS CERTIFIED BY A M S ACHUS TTS LICENSED LICENSEDMASTER PLUMBER. 3. THE INTEGRITY THE TRENCH DRAINS DRAINS LL COMPONENTS NCLUDI HOLDINF G TANK DINGND (INCLUDING THE HOLDING TANK AND HOLDING TANK BUNKER) SHALL DE VERIFIED TANK BUNKER) RYAP.E) TRENCHING AND BACKFILLING NOTES:: 1. ALL NEW BELOW GRADE PLUMBING PIPING SHALL BE BEDDED ON bFSANDAND 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 Mr STRUCTURAL FILL AND COMPACTED TO WITHIN 6" OF GRADE. I T 2. WHERE SOIL REMOVAL IS REQUIRED AROUND THE EXISTING HOL�INGTANK,THE ; CONTRACTOR SHALL REPLACE ANY SANDY FILL REMOVED MEN V STONE. �?r 3. THE SURFACE AREAS OF ALL TRENCHES AND REQUIRED FLOOR OPENINGS SHALL BE REPAIRED USING 5006 PSI CONCRETE wI %' STONE MIX, POURED WITH A 4' SLUMP. THE TRENCH SURFACES SHALL BE DRILLED AND PINNED 12" ON CENTER (O.CJ TO MATCH EXISTING SURFACES, WITH REBAR 12-O.C. IN BOTH DIRECTIONS TIED WENT! STEEL WIRE. THE CONCRETE SHALL BE A MINIMUM OF 6"THICK, AND SHALL BE TROWELED TO MATCH EXISTING SURFACES. see or IrEll In,, el which n was crayon smarr t He mpraxeed, wnt"Inall"AlfflIN)KEranne., Any nary em [REVISIONS ill © DATE CHK DESCRIPTION WEAL �EpttHOF4y 9 �. NpsiwmFAR ? N;dlRly n1[tlWyrgl No a52q 9o,�9Kb'l9i TS/0/ L WROJECT NUMBER 20140213.00 DATE - 04/07/14 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA DRAWING DRAWN BY NEW CHECKED BY ONE SCAIE VB" -1'0' ISSUED FOR HERMIT FLOORING P AN 04-07-14 . ID 1/8" = l' - On l 0 8' 16' 9 SEE HORIED WAL FORVERTICAL COMPO OF PRESSURE TEST EQUIP PIPING FROM EXISTING TRENCH DRAINS IN MAINTENANCEAREA 4' Pi SANITARY ME FIT)II 4' BRONZE BALL VALVE FOR PRIMARY PIPING PRESSURE HE P5.1 HOLDING TANK CROSS SECTION - PLAN VIEW PROPOSED CONTAINMENT PIPING PRESSURE TEST PONT PROPOSED PRIMARY PIPING PRESSURE TEST PORT PROPOSEDTAI TYPICAL OF 2)� FTIYPICAL OF 1) FDEFICAL OF 1) a.a CONTAINMENT PIPE TERMINATION II P5.1 4' BRONlE BALL VALVE FOR PRIMARY PIPING PRESSURE TEST P5.1 EXISTING SECONDARY CONTAINMENT WATER LEVEL MARIA (ELEVATION IS APPROXIMATE) 1 EXISTING 2.500 GALLON PRECAST CONTFiRE VAULT ELECTRICAL CONDUT TO ALARM PANEL (SEE DETAIL X.10 (0)4' VENT PIPES (CAST IRONT O RUN INOEPENOENTLY UP TO ROOF (SEE UNDERSIAB PLAN P2 ED FOR CON TT UATION) PROPOSED TANK VENT PIPE ENTRANCE (TO BE WELDED IMO TANK WALL OR NEAR3Y ACCESS PORT) EXISTING ACCESS PORT EXISTING TANK HIGH LEVEL ALARM (ELEVATOR IS APPROXIMATE) EXISTING 1.000 GALLON, 30 MIL LINED, STEEL HOLDING TANK -Jr HOLDING TANK CROSS SECTION - SIDE VEIW P50 CONNECTIONS @ EXISTING HOLDING TANK & VAULT HOLDING TANK CROSS SECTION - END VEIW MOD ENGINEERS And ovep MA.Ibi MA Durham. NO -CAarldtt, NC ROK Engldm 20061oke...Si AnEwer MADIS104US T.9764964200 F.AVIEV ES201 W.wxw.rE6erglncera.ttm ftZj:: ✓SG: 5■® 1 If PoOtheoveral Pi 0 each or benuold, m pi which It was created Mthout the exprossad armses, lon"M If me Are D19111111, Any ni cont nai of co, arm be at me toff 5 solo res what blVrywr 119M Spoloh, m the ME Iii ®EVISIONS A DATE CHK DESCRIPTION MEALol ,NOYTHOFM9S� LM1AISNPXE 0. Cc INTRANCE g HHGFN THSAREA, U GE .WHOLES IMO TB NE,m+ EWITHWELDING) q 94�56`/6TER S/D \a- ®ROJECT NUMBED 20140213.00 RESTRAINT FOR DATE LIFT WrMIN VAULT. 04D7114 FEDERAL EXPRESS OIL -WATER _ INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑® RAWING ". DEMAND BY NW CHECKED BY RDD SCALE N.T.S. PER ISSUED FOR MIT DETAILSG 04-07-14 5■® TRAP PRIMER 6 CATCHBASIN-essi P5.1 CONCRETE FLOOR ii PIPE CONNECTIONS TO THE TRENCH DRAIN TOBESEALEDWITH HYDRAULIC CEMENT CONTAINMENT PIPING TFMINATON essi (SEE DETAIL XX) FILL— FLOWABLE FILL-� C—DOUBLE WALL PVDF GARAGE WASTE PIPING TRENCH DRAIN CONNECTION P61 CONTAINMENT PIPING PRESSURE TEST EQUIPMENT (TYPICALOFIG i/4" COMPRESSED AIR HOSE MALE FITTING ---- I BRONZE BALL VALVE PRESSURE GAUGE B-100 PSI) TAPPED INTO RPE OR TEE FIRING —� TAPPED INTO CONTAINMENT PIPE PIPING FROM EXISTING TRENCH DRAINS d" PVDF PRIMARY PIPING J/ B" PVDF CONTAINMENT PIPING J CONTAINMENT RPETERMINATION TO J BE PERFORMED WITH A WELDED FI TING FOLLOWING MANUFACTURER'S SPEGFICATIONG RDR FLOWASLEIII LL PROPOSED 6' WOF INNER ORAIN PIPE W/B' PVDF CONTAINMENT MINIMUM SLOPE = LH' PER FOOT CLOPE,.01 DN TRENCHING SPECIFICATIONS -SIDE VIEW P51 PRIMARY PIPING PRESSURE TEST EQUIPMENT ITVPICAL OF I) 1/4' COMPRESSED AIR HOSE MALE FITTING P BRONZE BALL VALVE PRESSURE GAUGE (0100 PSI) TAPPED IWO PIPE OR TEE FILLING TAPPED INTO CONTAINMENT PIPE PIPING TO HOLDING TANK CAST IRON OR STEEL PIPE d' BRONZE BALL VALVE WITH STAINLESS STEEL MECHANISMS @) S.t PIPING PRESSURE TEST AND CONTAINMENT PIPE DETAIL ETR ALARM PANEL FOR ELECTRICAL CONDUIT TANK F PIPES TO TERMINATE OF 1W ABOVE ROOFLINE �(2)4" WHIPPET CONCRETE FLOOR �FROMTANKVENT FROMVAULTVEW FROMTANKANO CONATAINMENT ALARMS(ETS) P5t ALARM SYSTEM AND VENT EXIT DETAIL 2" ..1'�MIN.� //LnA//�i�✓� i2:�S��ii� _. _.-___ Tr. cA professional seclen, and Bell net be used, in END CROSS SECTION VIEW axed, 111' Per, fic, any xnji Fee me, farWhich it Was near vi the expai Inel EMea see mervereard Use, see rnwrverssor recllo of this 4oevmen=01 t 46 Karl eepi m the ask remww P51 PROPOSED CATCHBASIN [REVISIONS A DATE CHK DESCRIPTION �i BE EMSmmlPlan Notes Series Number: TR88-08.504F.FE-F21E 00000 1. Grates: ®EAC = o e o e o Duthie Iron per ASTM A536 84 Grace 6S0.i12 (Goatee) 00000 Open Area: 02] FT' per Lineal Fool[003 or per Lineal "COO" Meter[ 0 0 0 0 0 Load Rating:1235 PSI (ASHTO M306 Test ad di dl) o e e o 2, Form Release: Non-Pelmleum Based 0 0 0 0 0 3. Concrete: Concrete Thickness and Reimecemem per StructuralRt�'ta N.SM�, C 04'[10 ml Engineer's Specification fir the Applications E amrsmallEeq NLonnx GRATE TOP VIEW " (ROTATEOSW) V _<552e 4l0 9(1i i S 10'125weri Grate r ��LS"[38mm1 y Raft #88.SWF FE Locking Device Part#2Eds3 GRATE END VIEW 1.75s X [HROJECT [445mm 15"XO]n [d65 Epoxy C5mm %4.6mm1 NUMBER F� 1025' Black Epoxy with An 20160213.00 [260mm[� Ste IAngletM1 AncMr Studs P r[#F21E DATE orespetar Slab O FEDERAL EXPRESS 9.25• Expansion Jimeoln OIL -WATER Depth — te[ m Sides (Recommenaee) Varies INTERCEPTOR DESIGN Rail clamp WEST YARMOUTH, MA Monolithic Pour EPS Former Pa # R08 Minimum All Sides No-Floal #4 Reber ULeg R]RAWING Y N n mum Anchor Slab DRAWN By 1. [1 CHECKED BY MIDIMUM END CROSS SECTION VIEW RDE SCALE N.T.S. PROPOSED TRENCH DRAIN PLUMBING P5' ISSUED FORT PERMIT DETAILS 04-07-114 13/4" X 1 CAP XCRT ENGINEERS ACAST IRON VENT PIPING -EXTEND TO ROME VENT PIPING SHALL BE DOUBLE WALL WOF TOA MA - Boston, MA-PmM1ent MA POINT AT LEAST his ABOVE THE FINISHED FLOOR Durham, NC- Bnzrldm, NO BEFORE TRANSITIONING TO CAST IRON CONCRETE FLOOR+ iis nc TO Yom. T ..r HOLDING11 TANK FROM TRENCH GRAIN [ i"1 •, .' C—DOUBLE WALL PVDF GARAGE WASTE PIPING TRENCH DRAIN CONNECTION P61 CONTAINMENT PIPING PRESSURE TEST EQUIPMENT (TYPICALOFIG i/4" COMPRESSED AIR HOSE MALE FITTING ---- I BRONZE BALL VALVE PRESSURE GAUGE B-100 PSI) TAPPED INTO RPE OR TEE FIRING —� TAPPED INTO CONTAINMENT PIPE PIPING FROM EXISTING TRENCH DRAINS d" PVDF PRIMARY PIPING J/ B" PVDF CONTAINMENT PIPING J CONTAINMENT RPETERMINATION TO J BE PERFORMED WITH A WELDED FI TING FOLLOWING MANUFACTURER'S SPEGFICATIONG RDR FLOWASLEIII LL PROPOSED 6' WOF INNER ORAIN PIPE W/B' PVDF CONTAINMENT MINIMUM SLOPE = LH' PER FOOT CLOPE,.01 DN TRENCHING SPECIFICATIONS -SIDE VIEW P51 PRIMARY PIPING PRESSURE TEST EQUIPMENT ITVPICAL OF I) 1/4' COMPRESSED AIR HOSE MALE FITTING P BRONZE BALL VALVE PRESSURE GAUGE (0100 PSI) TAPPED IWO PIPE OR TEE FILLING TAPPED INTO CONTAINMENT PIPE PIPING TO HOLDING TANK CAST IRON OR STEEL PIPE d' BRONZE BALL VALVE WITH STAINLESS STEEL MECHANISMS @) S.t PIPING PRESSURE TEST AND CONTAINMENT PIPE DETAIL ETR ALARM PANEL FOR ELECTRICAL CONDUIT TANK F PIPES TO TERMINATE OF 1W ABOVE ROOFLINE �(2)4" WHIPPET CONCRETE FLOOR �FROMTANKVENT FROMVAULTVEW FROMTANKANO CONATAINMENT ALARMS(ETS) P5t ALARM SYSTEM AND VENT EXIT DETAIL 2" ..1'�MIN.� //LnA//�i�✓� i2:�S��ii� _. _.-___ Tr. cA professional seclen, and Bell net be used, in END CROSS SECTION VIEW axed, 111' Per, fic, any xnji Fee me, farWhich it Was near vi the expai Inel EMea see mervereard Use, see rnwrverssor recllo of this 4oevmen=01 t 46 Karl eepi m the ask remww P51 PROPOSED CATCHBASIN [REVISIONS A DATE CHK DESCRIPTION �i BE EMSmmlPlan Notes Series Number: TR88-08.504F.FE-F21E 00000 1. Grates: ®EAC = o e o e o Duthie Iron per ASTM A536 84 Grace 6S0.i12 (Goatee) 00000 Open Area: 02] FT' per Lineal Fool[003 or per Lineal "COO" Meter[ 0 0 0 0 0 Load Rating:1235 PSI (ASHTO M306 Test ad di dl) o e e o 2, Form Release: Non-Pelmleum Based 0 0 0 0 0 3. Concrete: Concrete Thickness and Reimecemem per StructuralRt�'ta N.SM�, C 04'[10 ml Engineer's Specification fir the Applications E amrsmallEeq NLonnx GRATE TOP VIEW " (ROTATEOSW) V _<552e 4l0 9(1i i S 10'125weri Grate r ��LS"[38mm1 y Raft #88.SWF FE Locking Device Part#2Eds3 GRATE END VIEW 1.75s X [HROJECT [445mm 15"XO]n [d65 Epoxy C5mm %4.6mm1 NUMBER F� 1025' Black Epoxy with An 20160213.00 [260mm[� Ste IAngletM1 AncMr Studs P r[#F21E DATE orespetar Slab O FEDERAL EXPRESS 9.25• Expansion Jimeoln OIL -WATER Depth — te[ m Sides (Recommenaee) Varies INTERCEPTOR DESIGN Rail clamp WEST YARMOUTH, MA Monolithic Pour EPS Former Pa # R08 Minimum All Sides No-Floal #4 Reber ULeg R]RAWING Y N n mum Anchor Slab DRAWN By 1. [1 CHECKED BY MIDIMUM END CROSS SECTION VIEW RDE SCALE N.T.S. PROPOSED TRENCH DRAIN PLUMBING P5' ISSUED FORT PERMIT DETAILS 04-07-114 13/4" X 1 CAP XCRT ENGINEERS Andover, MA - Boston, MA-PmM1ent MA Durham, NC- Bnzrldm, NO RDKEr Il m 200 BrIckslone Square Andover, MA 018104488 Tomrai8F200 PAVE 86E201 W. www.rtlkmgltsm ahean 4.8 CTE TRENCH PS] NEW CATCHBAM q_1 PROVIDE DOUBLE WALL P -TRAP. TRAP PRIMER 8 VENT. REFERTO P5.1 DRAWING P2.0U FOR PIPE PROTON SORTING AREA TRENCH DRAINS 5 PVDF CONTAINMENT MINIMUM SLOPE =1N'PER FOOT) L,JVV 9aHLLUIN I'RC—T.HJI UUINI.RCIG VHULI 1,urc) L (ETR) IMBEE ENGINEERS Antloveq MA - Boeicq MA-bnM1ersk MA Du,ryam, NC - Ch I NO ROKONEIneere 200 Bricks Square AI'Mveq MA 01810-1488 T.978-2964200 FW cOlF6201 W wwuEkerglnee,s,com Thin CADD is in Instruniont of 11,11, or d rest, Ur nw nodded Ith sh 'hen for which it was created widi.en it depressed, whether deresent of the RICK Degre.c. Any ®EVISIONS A DATE CHK DESCRIPTION WEALD 2��,�THaF9N0.�m F aRNFNER �S IYlOxkiN NECWNICAI e, 4g20 �R�F6l ®ROJECT NUMBER 20140210.00 DATE — 04107114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑® RAWING PROCESS STREAM ORA" BY NEW CHECKED BY ROB SCALE RTPLUMS ISSUED FOR PERMIT DETAIBISG 04-07-14 MI BALL VALVE (NORMALLY CLOSE —ISF— BALL VALVE (NORMALLY OPEN) —� QUICK CONNECT VENT SENSOR OPSI PRESSURE GAUGE — ELECTRICAL SIGNAL WIRE IMBEE ENGINEERS Antloveq MA - Boeicq MA-bnM1ersk MA Du,ryam, NC - Ch I NO ROKONEIneere 200 Bricks Square AI'Mveq MA 01810-1488 T.978-2964200 FW cOlF6201 W wwuEkerglnee,s,com Thin CADD is in Instruniont of 11,11, or d rest, Ur nw nodded Ith sh 'hen for which it was created widi.en it depressed, whether deresent of the RICK Degre.c. Any ®EVISIONS A DATE CHK DESCRIPTION WEALD 2��,�THaF9N0.�m F aRNFNER �S IYlOxkiN NECWNICAI e, 4g20 �R�F6l ®ROJECT NUMBER 20140210.00 DATE — 04107114 FEDERAL EXPRESS OIL -WATER INTERCEPTOR DESIGN WEST YARMOUTH, MA ❑® RAWING PROCESS STREAM ORA" BY NEW CHECKED BY ROB SCALE RTPLUMS ISSUED FOR PERMIT DETAIBISG 04-07-14 MI