GENERAL NOTES EAST HAWKESBURY TOWNSHIP CANTON DE HAWKESBURY EST CHUTE A BLONDEAU WWTP GENERAL NOTES S0-1 DRAWING ABBREVIATIONS TG-ABBR-01 ALUMINUM:

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1 GENERL NOTES LODING: : REINFOREMENT: SLS ON GRDE: STRUTURL STEEL: LUMINUM: 6//7 9::6 M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt DL - LL - SL - WL - EQ - REFER TO UILDING PLNS REFER TO UILDING PLNS ( ( 8 w s a ) + 4 ) = kpa EXEPT S NOTED T SNOW UILDUP LOTIONS Iw =, q(/) = kpa Ie = (POST DISSTER) Sa() = 6 SITE LSS =, Fa = T STIRWYS, TRENH OVERS & WLKWYS LL = 48 kpa (UNLESS NOTED OTHERWISE) GENERL: PROVIDE LL NEESSRY SHORING FOR THE SFE OMPLETION OF THE WORK THESE DRWINGS SHOW FINISHED STRUTURES ONLY SHOP DRWINGS FOR LL TEMPORRY STRUTURES OR SUPPORTS REQUIRED TO OMPLETE THE WORK SHLL E PROVIDED TO THE ONSULTNT SEE NOTE SUMIT ELETRONI SHOP DRWINGS ERING THE SEL OF PROFESSIONL ENGINEER LIENSED IN THE PROVINE OF ONTRIO TO THE ENGINEER PRIOR TO OMMENING FRITION FOUNDTION WLLS SHLL NOT E KFILLED UNTIL WLLS HVE REHED 8 DY STRENGTH ND FLOOR SLS ND EM/STRUTS HVE EEN INSTLLED 4 OORDINTE LL ROOF, FLOOR, ND WLL OPENINGS WITH MEHNIL ND ELETRIL ONTRTORS NOT LL OPENINGS RE SHOWN ON THE STRUTURL DRWINGS FOR SIZE ND LOTION OF OPENINGS THROUGH ROOFS, WLLS ND FLOORS, REFER TO IVIL, RHITETURL, MEHNIL, ELETRIL ND PROESS DRWINGS FOR SIZE ND LOTIONS OF OPENINGS FOR PIPES, LOUVRES, DUTWORK, WINDOWS, DOORS, ONDUIT, LE TRYS, ET PPLY TYPIL STRUTURL DETILS SHOWN ON STRUTURL DRWINGS FOR THESE OPENINGS UNLESS NOTED OTHERWISE ON DRWINGS OR OUTLINED IN THE SPEIFITIONS LL MTERILS ND WORKMNSHIP SHLL ONFORM S MINIMUM TO THE REQUIREMENTS OF THE LTEST EDITIONS OF THE ONTRIO UILDING ODE, THE NTIONL UILDING ODE OF ND ND THE OUPTIONL HELTH ND SFETY T / REGULTIONS FOR ONSTRUTION PROJETS 6 VERIFY LL DIMENSIONS ND LEVELS ON SITE 7 THE LTEST EDITIONS OF LL ODES ND STNDRDS SHLL E USED 8 LL LODS NOTED ON DRWINGS RE UNFTORED UNLESS NOTED OTHERWISE FOUNDTIONS: STRUTURL FILL: PPROVED OPSS GRN '' TYPE II PLED IN MX mm LIFTS OMPTED TO % STNDRD PROTOR MXIMUM DRY DENSITY P WITH MINIMUM OF mm OPSS GRN '' OMPTED TO % SPMDD EXTEND FILL MINIMUM HORIZONTL DISTNE OF mm EYOND EDGE OF FOOTING IN LL DIRETIONS SLOPE FILL T ONE TO ONE SLOPE FROM UNDERSIDE OF FOOTING TO TOP OF ERING ELEVTION REFER TO SPE FOR OTHER KFILLING REQUIREMENTS FROST OVER: OTTOM OF FOOTINGS ND GRDE EMS TO HVE MINIMUM OF 7 OVER TO FINISHED EXTERIOR GRDE FOR FROST PROTETION UNLESS NOTED PROVIDE 76mm RIGID EXTRUDED INSULTION S SHOWN TO REDUE REQUIRED FROST OVER 4 LL PIERS ND FOOTINGS UNDER OLUMNS TO E ENTERED UNDER OLUMNS UNLESS NOTED OTHERWISE ON THE PLN LL KFILL T WLLS TO E FREE-DRINING, NON- FROST SUSEPTILE GRNULR TYPE II OMPTED IN mm MX LIFTS TO MINIMUM OF 9% SPMDD REFER TO SPEIFITIONS 6 RIGID INSULTION ENETH FOOTINGS ND SESLS WHERE NOTED, IS TO E EXTRUDED POLYSTYRENE HI-4 OR ETTER 7 FOUNDTION DESIGN SED UPON GEOTEHNIL SUSURFE INVESTIGTION REPORT Y LSELLES ENGINEERING & SSOITES LTD REFER TO REPORT 44 FOR SUSURFE ONDITIONS ND EDROK ELEVTIONS ERING PITIES SHLL E ONFIRMED ON SITE Y GEOTEHNIL ENGINEER GEOTEHNIL ERING RESISTNE S FOLLOWS: kpa ULS / kpa SLS ON EDROK REF STNDRD: S / REFER TO SPEIFITIONS TYPES MX GGREGTE SIZE OF LL S TO E mm MIN 8 MX EXPOSURE W/ IR DY OMP SLUMP LSS RTIO ONTENT STRENGTH MIX - LL UNLESS NOTED OTHERWISE MPa SEE - 4-8% MIX - LL EXTERIOR TNK WLLS, SE SLS ND INLET HNNEL MPa SEE - 4-8% MIX - UILDING FOUNDTION WLLS MPa SEE F- -8% MIX 4 - UILDING SLS ON GRDE 8 MPa SEE N 4 - MIX - UILDING FOOTINGS MPa 8 +/- F- 4-7% MIX 6 - ENHING MPa 8 +/- N 4 - MIX 7 - UNREINF EXTERIOR SIDEWLKS ND URS MPa 8 +/ % MIX 8 - LEN FILL 6 MPa S REQ'D N 6 MX 4-7% FOR MX SLUMP VLUES IN TLE OVE NOTED "SEE ", PROVIDE MIX DESIGN TO GIVE SLUMP OF mm DD SUPER PLSTIIZER S REQUIRED TO PRODUE ± mm SLUMP 4 NO DDITIONL WTER SHLL E DDED T THE JO SITE WHIH HS EEN WTERED OR DOES NOT MEET SPEIFITIONS SHLL E REJETED SELNT FOR ONSTRUTION JOINTS ND WHERE NOTED "SELNT" ON DRWINGS, WITHIN THE TNKS, PITS, ET WHERE TO E IN WET OR SUMERGED ONDITION TO E SIKFLEX -NS OR PPROVED EQUIVLENT PRIME SURFES PRIOR TO PPLITION WITH SIKFLEX PRIMER IN ORDNE WITH MNUFTURERS REOMMENDTIONS 6 OORDINTE FOUNDTION WLL DEPRESSIONS ND REESSES FOR DOORS ND OPENINGS WITH THE RHITETURL DRWINGS 7 MXIMUM LENGTH OF SE SL ONSTRUTION ETWEEN KEYED ND WTERSTOPPED (WHERE REQUIRED) ONSTRUTION JOINTS ND OF SUSPENDED SLS RESTRINED Y ONNETING WLLS SHLL NOT EXEED: - mm FOR LIQUID ONTINING STRUTURES - mm FOR OTHER ONTRTOR TO SUMIT PROPOSED ONSTRUTION JOINT LOTIONS FOR REVIEW ND PPROVL TO ENGINEER 8 MXIMUM LENGTH OF WLL ONSTRUTION ETWEEN KEYED ND WTERSTOPPED (WHERE REQUIRED) ONSTRUTION JOINTS SHLL NOT EXEED: - mm, OR mm FROM ORNERS FOR LIQUID ONTINING STRUTURES - mm FOR OTHER ONTRTOR TO SUMIT PROPOSED ONSTRUTION JOINT LOTIONS FOR REVIEW ND PPROVL TO ENGINEER 9 LL NHORS INTO TO E HILTI HIT-HY UNLESS NOTED OTHERWISE /W HILTI RODS (SS WHERE NOTED) POLYMER MODIFIED MORTR TO E NSF-NSI 6 POTLE WTER ONTT-PPROVED FORMUL OF SIKTOP PLUS OR PPROVED EQUIVLENT SRU MORTR INTO PREPRED SURFE WITH HRD RISTLE RUSH PRIOR TO MORTR PPLITION FOLLOW LL MNUFTURERS DIRETIONS ND REOMMENDTIONS LL EXPOSED EDGES TO HVE FORMED mm HMFERS LL EM ND SLS SHLL E MERED 6mm PER mm UNLESS NOTED OTHERWISE REINFORING STEEL TO E DEFORMED RS: GRDE 6 ( MPa) REINFORING RS TO HVE THE GRETER OF LSS LPS OR 4 R DIMETER UNLESS NOTED S LONGER ON THE DRWINGS REINFORING STEEL TO E LPPED T SPLIES ND ORNERS S REQUIRED Y S ND TYPIL DETILS LP ONTINUOUS TOP RS T ENTRE ETWEEN SUPPORTS ND OTTOM RS T SUPPORTS S REQUIRED TERMINTE ONTINUOUS RS T NON- ONTINUOUS ENDS WITH STNDRD HOOKS ONTRTOR RESPONSILE FOR PROVIDING DDITIONL RS, DOWELS OR STIRRUPS S REQUIRED TO PROVIDE SUPPORT FOR RS DETIL REINFORING STEEL IN ORDNE WITH "REINFORING STEEL MNUL OF STNDRD PRTIE" LTEST EDITION WELDED STEEL WIRE FRI, PLIN TYPE ONFORMING TO S GM THE LER DISTNE ETWEEN REINFOREMENT ND SURFE OF SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON DRWINGS: FOOTINGS - 7mm UNDERSIDE, 4mm TOP ND SIDES WLLS - mm INTERIOR, 4mm EXTERIOR, 6mm INSIDE FES OF LIQUID RETINING STRUTURES FORMED SLS - mm TOP ND OTTOM TYP, 6mm INSIDE FES OF LIQUID RETINING STRUTURES SE SLS - 7mm UNDERSIDE, mm SIDES, mm TOP, 6mm INSIDE FE OF LIQUID RETINING STRUTURES EMS - 4mm TO HOOPS & STIRRUPS EXEPT 6mm T INSIDE FES OF LIQUID RETINING STRUTURES OLUMNS / PIERS - 4mm TO TIES EXEPT 6mm T INSIDE FE OF LIQUID RETINING STRUTURES 4 THE ONTRTOR SHLL PREPRE ND SUMIT TO THE ONSULTNT FOR REVIEW REINFOREMENT SHOP DRWINGS INLUDING ONNETION, NHORS, ELEVTIONS ND DETILS SEE SPEIFITIONS LL REINFOREMENT MUST E PROPERLY HIRED WITH PPROVED R SUPPORTS PROVIDE HIRS, SPER RS, SUPPORT RS ND OTHER ESSORIES TO SUPPORT REINFORING IN ORDNE WITH THE LTEST EDITIONS OF S ND S HIRS TO E PLSTI, PLSTI TIPPED OR LL TIE WIRE, HIRS ND R SUPPORTS USED FOR OTED REINFORING SHLL E NON-METLLI OR PROTETED WITH EPTLE OTING 6 HIRS SHLL E SPED T mm O MXIMUM PROVIDE ONTINUOUS HIR WHERE POSSILE 7 PROVIDE DOWELS INTO TOP OF FOUNDTION WLLS ND/OR SLS FOR ON LOK WLLS TO SUIT VERTIL R SIZE ND LOTION IF DOWELS RE MISSED THEN DOULE THE NUMER OF DOWELS WILL E REQUIRED TO E HILTI HIT-HY GROUTED IN T FULL EMEDMENT TO THE PPROVL OF THE ONSULTNT 8 REFER TO MEHNIL, ELETRIL ND PROESS DRWINGS FOR OPENING LOTIONS REFER TO TYPIL DETIL ON SHEET S 9 THE FOLLOWING REINFOREMENT IS MINIMUM REINFOREMENT FOR WLLS WHERE REINFOREMENT IS NOT SHOWN: THIK- VERTIL HORIZONTL ENDS NESS REINF REINF + TOP & EF EF -M 6EF EF 8EF EF -M PROVIDE ORNER RS S PER TYPIL DETILS T LL ORNERS ND DOWELS INTO DJENT WlTH LSS '' TENSION LP UNLESS SHOWN OTHERWISE ST SL ON GRDE ON PREPRED SE S NOTED ON DRWINGS REFER TO RHITETURL DRWINGS FOR DDITIONL REQUIREMENTS ELOW SL (INSULTION ND VPOUR RETRDER) PROVIDE SWUTS WITHIN 6 TO 8 HOURS T MX SPING OF mm EH DIRETION UT /4 DEPTH OF SL ND FILL JOINT WITH JOINT FILLER 4 PROVIDE mm SPHLT IMPREGNTED FIRE ORD ND ULKING ROUND LL OLUMNS ND LONG LL WLLS, EXEPT WHERE SUPPORTING LTERL ERTH PRESSURED (T SEMENT FLOOR SLS) WHERE LYERS OF 6mil POLYETHYLENE IS TO E USED DO NOT ST SL MORE THN m IN LENGTH IN EITHER DIRETION OR m IF RESTRINED Y ONNETING WLLS PLE SL IN STRIP PTTERN KEY ONSTRUTION JOISTS S DETILED THIS DOES NOT PPLY TO SE SLS 6 MINTIN MINIMUM SPEIFIED THIKNESS T LL DEPRESSIONS ND HNGES IN ELEVTIONS 7 REFER TO RHITETURL DRWINGS FOR EXTENT ND LOTION OF LL FINISHES, DEPRESSIONS ND SLOPES MY 7 UT DD L E ESS IF LT RH -ROD SPH VG, OT OF OP E P EW LL P RG RP SMT UL UP NT T DL EL IP J LR L MU NT OMP OL ON ONT ONT D ONSTJ P PL S OV /W WS LS D DEMO DET DFIR-L DI, Ø DIV DM DN DNW DP REFERENE SPEIFITIONS: W & S SHPES: STM 99 OR STM 7, GRDE HSS S: S G4, LSS, GRDE W NGLES & SHPES: S G4, GRDE W LL OTHER: S G4, GRDE W ONNETIONS TO E DESIGNED Y FRITOR UNLESS NOTED OTHERWISE LL EM ONNETIONS TO E STNDRD DOULE NGLE EM ONNETIONS OR EQUIVLENT, UNLESS NOTED OTHERWISE FRITORS DESIGN ENGINEER SHLL SIGN ND SEL STRUTURL STEEL SHOP DRWINGS FRITION, ERETION ND WORKMNSHIP SHLL ONFORM TO S S6 LL SHOP DRWINGS MUST E REVIEWED ND STMPED Y PROFESSIONL ENGINEER LIENSED IN THE PROVINE OF ONTRIO SUMIT ELETRONI SHOP DRWINGS FOR REVIEW OLTS FOR OLTED ONNETIONS SHLL OMPLY WITH STM (LTEST EDITION) MIN SIZE mm DIMETER OLTED ONNETIONS SHLL HVE MINIMUM OF TWO OLTS IN EH ONNETED PIEE ND DESIGNED S ERING ONNETIONS UNO 4 WELDING SHLL OMPLY WITH S W9 (LTEST EDITION) ND E RRIED OUT Y WELDERS QULIFIED IN ORDNE WITH S W47 (DIV OR ) USE 49 ELETRODES LEN THOROUGHLY LL STEEL ND HOT-DIP GLVNIZE 6 LL ONNETION OLTS ND FIELD WELDS RE TO E WIRE RUSHED ND OT WITH ZR OLD GLVNIZING OMPOUND 7 WHERE STRUTURL STEEL SHPE SHOWN ON THE DRWINGS IS UNVILLE, SHPE OF EQUL OR GRETER PROPERTIES ND STRUTURL PITY SHLL E SUSTITUTED, UPON PPROVL Y THE ENGINEER T NO EXTR OST 8 SEPLTE GROUT TO E NON-SHRINK, NON- METLLI M- ED STNDRD PREMIX Y SIK OR LIQUID GROUT SUH S SIK Y SIK OR N PPROVED LTERNTE 9 VERIFY LL DIMENSIONS ON SITE EFORE OMMENING FRITION OF STEELWORK LL STEEL TO E HOT-DIPPED GLVNIZED THE STRUTURL DRWINGS DO NOT NEESSRILY DETIL THE FULL EXTENT OF MISELLNEOUS STEEL ITEMS REFER TO THE RH DRWINGS ND MKE LLOWNES FOR SUH ITEMS DO NOT UT OR ORE NY OPENINGS IN NY STRUTURL STEEL MEMERS WITHOUT PRIOR PPROVL FROM THE STRUTURL ENGINEER UTMENT DDITIONL RHITETURLLY EXPOSED RHITETURLLY EXPOSED STRUTURL STEEL SPHLT IMPREGNTED FIERORD LTERNTE RHITETURL NHOR ROD SPHLT VERGE OTTOM OTTOM OF FOOTING OTTOM OF PILE OTTOM HORD EXTENSION ORED PILE OTTOM EH WY OTTOM LOWER LYER SE PLTE ERING ERING PLTE SEMENT OTTOM UPPER LYER OTTOM OF UNDERPINNING MER OLUMN OVE ONLY (NO OLUMN ELOW) NTILEVER TEGORY (FOR ESS) OLUMN ELOW ONLY (NO OLUMN OVE) OMPRESSION DEVELOPMENT LENGTH UT OFF ELEVTION FOR PILES ST-IN PLE ONTROL JOINT LER ENTRELINE MSONRY UNITS STEEL DEK ORE NOMINL THIKNESS OMPOSITE OLUMN ONTINUOUS ONTINUED ONSTRUTION JOINT ONNETION PLTE P PLTE OMPRESSION LP SPLIE LER OVER OMPLETE WITH, ONNET WITH (SEE TO GENERL NOTES) (SEE TO GENERL NOTES) DRILLED NHOR, SEE GENERL NOTES DEMOLITION DETIL DOUGLS FIR-LRH DIMETER DIVIDER EM DRILLED MSONRY NHOR, SEE GENERL NOTES DOWN DOULE NUT ND WSHER DEEP DW DWL E ER EF EE EF EJ, EXP JT ELET EL ELEV EMED ENG EOD EOS ES EQ EW EX, EXIST EXT F FD FF FIN FL FM FND FTG G GLV G GEN GL GRD h hd H, HORIZ (H) H HD HDG HEF HIF HH HI HOF HP HS II IE I I ID INT IF JG K (L) -L REFERENE ODES: S H SERIES WELDING TO E RRIED OUT ORDING TO THE REQUIREMENTS OF S W9 Y WELDERS QULIFIED UNDER S W47 LL LUMINUM SHPES, ET TO E LLOY 66-T6 OR ETTER 4 LL LUMINUM GRTING TO HVE MINIMUM OF 8x48mm SERRTED ERING RS UNLESS NOTED OTHERWISE & E ORDEN TYPE -P-4 TYPE D OR PPROVED EQUIVLENT DESIGN LL GURDS ND HNDRILS TO O LODING REQUIREMENTS DRWINGS ONTIN MINIMUM REQUIREMENTS DRWING REVITIONS DRWING DOWEL EH EPOXY OTED REINFOREMENT EENTRILLY RED FRME EH END EH FE EXPNSION JOINT ELETRIL ELEVTION ELEVTOR EMEDMENT ENGINEER EDGE OF DEK EDGE OF SL EH SIDE EQUL EH WY EXISTING EXTERIOR FUTURE OLUMN FLOOR DRIN FR FE FINISHED FLOOR FULL MOMENT ONNETION (FOR FULL MOMENT PITY) FOUNDTION FOOTING GUGE GLVNIZED GRDE EM GENERL GRIDLINE GROUND TOTL THIKNESS, SL THIKNESS WY FROM DROP PNEL SL OVERLL THIKNESS T DROP PNEL HORIZONTL HIGH EM HOLLOWORE HOLD DOWN HOT DIPPED GLVNIZED HORIZONTL EH FE HORIZONTL INSIDE FE HOOK EH END HORIZONTL IN ENTRE HORIZONTL OUTSIDE FE HIGH POINT HORIZONTL SLOTTED ONNETION INTEGRITY RS INTERIOR INTEGRITY RS EXTERIOR INTEGRITY RS DDED INTEGRITY OTTOM RS (THROUGHOUT) INSIDE DIMETER INTERIOR INSIDE FE JOIST GIRDER KNEE RING LOW EM K TO K NGLES c h LE LG LL LLH LLV LONG LSH LP LWT MX M MEH MEZZ MF MIN MIS MJ ML NF NI NOM NTS O/ OD OF OPP OWSJ PF PL PROJ PS PT PTL R R RD RE REINF REM REQ D REV RF RL RSS RTU RET WLL R/W rw SDF SE SIM SJ SL SL SLS SOG TENSION DEVELOPMENT LENGTH OF RER OMPRESSION DEVELOPMENT LENGTH OF RER TENSION EMEDMENT LENGTH WITH STNDRD HOOK LEFT END LONG LOWER LEVEL LONG LEG HORIZONTL LONG LEG VERTIL LONGITUDINL LONG SIDE HORIZONTL LOW POINT LIGHT WEIGHT MXIMUM MOMENT ONNETION ( ) MEHNIL MEZZNINE MOMENT FRME MINIMUM MISELLNEOUS MOVEMENT JOINT MIDDLE LYER NER FE NOT IN ONTRT NOMINL NOT TO SLE ON ENTER OUTSIDE DIMETER OUTSIDE FE OPPOSITE OPEN WE STEEL JOIST POWDER TUTED FSTENERS PLTE PROJET, PROJETION PIPE SUPPORT POST TENSIONED PRESSURE TRETED LUMER RDIUS ROOF NHOR ROOF DRIN RIGHT END REINFOREMENT REMINDER REQUIRED REVISION RIGID FRME REFERENE LINE RETINED SOIL SYSTEM ROOF TOP UNIT RETINING WLL REINFORE WITH REQUIRED WITH STEP DOWN FOOTING (IN DIRETION OF RROW) SIMILR STEEL JOIST SL, SHELF NGLE SHORT LEG K TO K SERVIEILITY LIMIT STTE SL-ON-GRDE SPE SPF SR SS ST STD STE STG STIR STIFF STL STR STRUT SWT SYMM t T T TDL TEW T&G TJ TLL T/O TO TO TOF TOS TOP TOW TP TRNS TS TS TUL TYP U-R UD U/F UL ULS U/S U/N, UNO UPT V, VERT V VEF VIF VI VOF VS W W w/o WP WSP-S WWF ZRP TG-R- SPEIFITIONS SPRUE PINE FIR STUD RIL STINLESS STEEL STRIGHT STNDRD SHER TRNSFER ELEMENTS STGGERED STIRRUP STIFFENER STEEL SEISMI STRP STRUTURL SELF WEIGHT SYMMETRIL THIKNESS TRNSFER EM TOP TENSION DEVELOPMENT LENGTH TOP EH WY TONGUE ND GROOVE TIE JOIST TOP LOWER LYER TOP OF TOP OF (GRDE) EM TOP OF TOP OF FOOTING TOP OF STEEL TOP OF PILE TOP OF WLL TOP OF PILE P TRNSVERSE TENSION SPLIE TENSION SPLIE TOP UPPER LYER TYPIL U SHPED R UNIFORMLY DISTRIUTED RS UNDERSIDE OF FOOTING UPPER LEVEL ULTIMTE LIMIT STTE UNDERSIDE UNLESS NOTED OTHERWISE UPTURNED VERTIL, VERTILS VERTIL RING VERTIL EH FE VERTIL INSIDE FE VERTIL IN ENTRE VERTIL OUTSIDE FE VERTILLY SLOTTED ONNETION WLL ELOW WIND OLUMN WITHOUT WORK POINT WSP STRUTURL WELDED WIRE FRI ZIN RIH PINT 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING ONSULNT: SLE: DESIGNED Y: DRWN Y: HEKED Y: JUNE,7 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM EST HWKESURY TOWNSHIP NTON DE HWKESURY EST s indicated DH DH GE HUTE LONDEU WWTP GENERL NOTES JO NO: DTE: 7//9 DRWING NO S-

2 TENSION DEVELOPMENT LENGTHS ND LP SPLIES - RS GRDE MPa T-REINF- WLL ORNERS ND INTERS T-WLL- SLOPE ETWEEN DJENT EXVTIONS T-FDN-4 TENSION DEVELOPMENT LENGTHS FOR GRDE INDIVIDUL LK R IN NORML DENSITY R f'c = f'c = f'c = f'c = 4 SIZE OTTOM TOP OTTOM TOP OTTOM TOP OTTOM TOP (") 8 (") (") (4") (") (") (") (") 44 (7 ") 7 (") (6") (") 7 (4") 48 (9") (4") 4 (8") 8 (") 7 (") (") 69 (7") 49 (9") 64 (") 46 (8") (4") 9 (6") 7 (46") 8 (") 7 (4") 77 (") 99 (9") 7 (8") 9 (7") 8 (4") 4 (") 99 (9") 9 (") 9 (6") 9 (47") 86 (4") (44") 6 (") 64 (6") 6 (46") (6") 7 (4") 9 (") (4") (") LSS TENSION LP SPLIE LENGTHS FOR GRDE INDIVIDUL LK R IN NORML DENSITY R f'c = f'c = f'c = f'c = 4 SIZE OTTOM TOP OTTOM TOP OTTOM TOP OTTOM TOP 9 (6") 49 (9") 9 (6") 4 (8") 9 (6") 4 (7") 9 (6") 9 (6") 7 (") 74 (9") (") 67 (7") 48 (9") 6 (") 4 (8") 8 (") 7 (9") 98 (9") 69 (7") 89 (") 64 (") 8 (") (4") 77 (") 7 (46") (6") 7 (4") 9 (") 99 (9") 9 (") 9 (7") (48") 4 (6") 8 (7") 9 (") 67 (66") 9 (47") (6") (44") 4 (7") 64 (6") (84") (6") 9 (77") 9 (") 8 (7") (") 69 (67") - FOR EPOXY RS MULTIPLY VLUES IN TLE Y EXEPT THT MULTIPLIER OF N E USED WHEN LER OVER IS MORE THN x R DIMETER ND LER SPING ETWEEN RS IS MORE THN 6x R DIMETER - FOR SEMI LOW DENSITY ץ> 8 ) c kg/m³) MULTIPLY VLUES IN TLE Y FOR LOW DENSITY cץ 8 kg/m³) MULTIPLY VLUES IN TLE Y ( - FOR UNDLED RS, MULTIPLY VLUES IN TLE Y FOR TWO R UNDLE, FOR THREE R UNDLE ND FOR FOUR R UNDLE - TOP MENS THT THERE IS MORE THN ( ) OF ELOW, ND LESS THN ( ) OF OVE THE HORIZONTL R WITHIN THE INDIVIDUL POUR LL HORIZONTL RS IN SHER WLLS TO E ONSIDERED "TOP" - LL VERTIL RS RE ONSIDERED "OTTOM" MINIMUM TENSION EMEDMENT LENGTHS WITH STNDRD END HOOKS h, FOR GRDE R IN NORML WEIGHT R SIZE f'c = f'c = f'c = f'c = 4 (6") (6") (6") (6") (8") (8") 8 (7") 7 (7") 8 (") 6 (") 4 (") (9") (4") (") (") 8 (") 4 (7") 9 (6") 6 (4") 4 (4") 49 (") 4 (8") 4 (7") 9 (6") f'c = (6") (6") 9 (8") 4 (9") 9 (") 4 (") f'c = OTTOM TOP (") (") (") (6") 4 (6") (") 64 (") 8 (") 77 (") (9") 9 (") 6 (46") f'c = OTTOM TOP 9 (6") 9 (6") (6") (") (") 69 (7") 8 (") 8 (4") (9") (") 6 (46") (9") f'c = 6 (6") (6") 9 (8") (9") 8 (") (") f'c = 6 OTTOM TOP (") (") (") 7 (4") 8 (") 49 (9") 9 (") 76 (") 7 (8") 9 (6") 8 (") 6 (4") 4 6 (64") (8") 48 (9") 9 (76") 7 (4") 78 (7") 9 (") 67 (66") (46") 49 (9") (4") 6 (4") 98 (78") 8 (") 8 (7") (9") 68 (66") 8 (86") 7 (6") 4 (8") 4 (6") 8 (7") 8 (") 67 (66") f'c = 6 OTTOM TOP 9 (6") 9 (6") 9 (6") 48 (9") 49 (9") 6 (") 76 (") 99 (9") 9 (6") 8 (46") 6 (4") 8 (4") ORNER RS SME SIZE ND SPING S HORIZONTL REINFOREMENT LTERNTIVE: END ONE WLL'S HORIZONTL RS ND LP WITH THE OTHERS S SHOWN OUTSIDE ORNER RS SME SIZE ND SPING S HORIZONTL REINFOREMENT LTERNTIVE: END ONE WLL'S HORIZONTL RS ND LP WITH THE OTHERS S SHOWN (TYP) STNDRD HOOK (TYP) LSS '' LP SPLIE LSS '' LP SPLIE LSS '' 947 LP SPLIE LSS '' LP SPLIE DD R T HOR R END (TYPIL) STNDRD HOOK ONT STD KEY DD R T HOR R END (TYPIL) ONT STD KEY STNDRD HOOK (TYP) LSS '' LP SPLIE LSS '' LP SPLIE IF WLLS RE NOT PERPENDIULR TO EH OTHER, LL R ENDS TO MTH THE WLL INTER NGLE FOR SHER WLL ORNER ND INTER DETILS, SEE T-WLL-4 TO T-WLL-4 DOWELS SME SIZE ND SPING S HORIZONTL REINFOREMENT LTERNTIVE: EXTEND HORIZONTL REINFOREMENT INTO INTERSETING WLL ND HOOK S SHOWN DOWELS SME SIZE ND SPING S HORIZONTL REINFOREMENT LTERNTIVE: EXTEND HORIZONTL REINFOREMENT INTO INTERSETING WLL ND HOOK S SHOWN FLOOR DTUM ELEVTION SEE PLN LINE OF EXVTION, REFER TO DRWINGS ND GEOTEHNIL REPORT FOR MXIMUM SLOPE (") DRY-PK GROUT IF FOOTING ONSTRUTED EFORE KFILL MX (") PIPE (TYP) MIN ('-") MIN ('-") MIN ('-") PIPES T STRIP FOOTINGS IF MORE THN 8 (6'-"), STEP DOWN FOOTING ELOW PIPE (8") MIN LOWER FOOTING / PILE P WHERE NEESSRY NOT TO EXEED MXIMUM SLOPE OF EXVTION MIN WIDTH OF KFILL SME S FOOTING WIDTH (8") 6 MIN PIPE ELOW STRIP FOOTING MIN ('-") (TYP) SHORING S REQUIRED TRENH FOR UNDERGROUND SERVIES (") THIK OMPRESSILE MTERIL ROUND PIPE PILE P PROVIDE MIN MPa LEN KFILL UNDER FOOTING DRIVEN PILES T-FDN- 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING - FOR EPOXY RS MULTIPLY VLUES IN TLE Y - FOR LOW DENSITY ( ץ c 8 kg/m³) MULTIPLY VLUES IN TLE Y - FOR HOOKS WITH OVER LESS THN SHOWN IN DETILS '', '' ND '' MULTIPLY VLUES IN TLE Y (") FOR 9º HOOKS ONLY FOR 9º ND 8º HOOKS 6 ( /8") FOR VLUES NOT PROVIDED IN TLES INTERPOLTE ETWEEN THE NEREST VLUES PROVIDED (") FOR 9º HOOKS ONLY FOOTING DEPTH SDF SHOWN ON PLN ('-") MX (4'-") MIN STEPS IN STRIP OR PD FOOTING TRNSVERSE REINFORING IF SHOWN ON PLN OR SHEDULE SDF SHOWN ON PLN TOP REINFOREMENT, IF SHOWN ON PLN OR SHEDULE STEP TOP OF FOOTING IF DESIRED TO MTH FTG DEPTH ( (8") MIN) OR OTTOM REINFOREMENT IF SHOWN ON PLN OR SHEDULE RRY LL DOWELS TO OTTOM OF FOOTING (TYP) DO NOT EXTEND INTO THE ENHED RE ELOW (TYP) TRNSVERSE REINFORING IF SHOWN ON PLN OR SHEDULE IF REINFORING IS LOTED T FOOTING MIDHEIGTH, DETIL RER SPLIE S IF THEY WERE OTTOM RS MX (4'-") T-FDN- ('-") MX ENHED EXVTION FILLED WITH LEN FILL OR FOOTING MIX LTERNTIVE: FORM PENETRTION SQURE MIN (") LER LL ROUND PIPE THROUGH STRIP FOOTING PIPE OVE STRIP FOOTING DD - MIN (") THIK OMPRESSILE MTERIL USE THIS DETIL ONLY WHERE SPEIFILLY INDITED ON PLNS, OTHERWISE STEP FOOTING ELOW THE PIPE PER T-FDN- MIN (") THIK OMPRESSILE MTERIL ROUND PIPE SEE T-WLL- FOR WLL OPENING REQUIREMENTS ONSULNT: JUNE,7 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom 6//7 9::8 M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt SL ON GRDE SWUT ONTROL JOINT SL REINFOREMENT IF LLED FOR ON PLNS SOG SEE PLN t t/4 (/6") SEMI RIGID JOINT FILLER T-SOG- JOINT SHLL E MDE S SOON S POSSILE WITHOUT TERING OUT OF THE LRGE GGREGTE FILL JOINT WITH SIK LODFLEX SELNT OR PPROVED EQUIVLENT USE PRIMER S REQUIRED Y MNUFTURER HOUSEKEEPING PDS / UILT UP SLS FOR a (4") MID HEIGHT FOR (4") < a < TOP EH DOWELS WITH STNDRD HOOK T EH END, LL ROUND MIN (6") LL ROUND OORDINTE WITH M&E ND SEISMI RESTRINT SUPPLIER MEHNIL / ELETRIL UNIT (WHERE PPLILE) SL ON GRDE OR FRMED SL - ONT LL ROUND ROUGHEN SURFE TO (/6") MPLITUDE a T-MIS- TOP OF SL SL ON GRDE OR FRMED SL FOR PD SIZES ND LOTIONS, SEE MEHNIL, ELETRIL ND RHITETURL DRWINGS FOR PDS MORE THN (8") THIK OTIN ONSULTNT'S PPROVL PRIOR TO POURING FOR UILT UP SLS LESS THN (") THIK, SEE T-MIS-4 4 T SLS MINIMUM (") THIK DOWELS N E POST INSTLLED ND EMEDDED (4") DEEP USING HILTI DHESIVE SYSTEM REINFORING SHOWN IS THE MINIMUM REQUIREMENT; OORDINTE WITH SEISMI RESTRINT DESIGN ND INRESE IF REQUIRED 6 UNLESS THE PD ITSELF IS SUFFIIENT TO RESIST LL THE LOD IMPOSED TO IT Y SEISMI RESTRINT ELEMENTS WITHOUT RELYING ON SE SL, EXTEND LL THE NHORGE INTO THE SE SL ND NEGLET THE PORTION OF THE NHORS WITHIN THE PD 7 THESE RE THE MINIMUM REQUIREMENTS MEHNIL ONTRTOR SEISMI DESIGN MY INRESE HOUSEKEEPING PD THIKNESS, SIZE ND REINFOREMENT REQUIREMENTS SILL PLTE NHORGE STUD WLL OR SHER WLL WHERE INDITED ON PLN (EXMPLE OF SHETHING REQUIRED ON TWO SIDES) 7 (/")Ø NHOR ROD WITH (4") PRESSURE-TRETED SILL PLTE OR PROVIDE FOM GSKET ETWEEN SILL PLTE ND SL ON GRDE (WHERE PPLILE) (4") EMEDMENT + 7 (") HOOK OR NUT ND WSHER T ('-") MX ND WITHIN (") OF PLTE ENDS U/N ON PLN OR IN SHER WLL SHEDULE SHER WLL EDGE NILING T SHER WLL LOTIONS WLL THIKNESS ND REINFORING, REFER TO PLN TW-WLL- SLE: DESIGNED Y: DRWN Y: HEKED Y: 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM EST HWKESURY TOWNSHIP NTON DE HWKESURY EST : Designer uthor hecker HUTE LONDEU WWTP TYPIL DETILS JO NO: DTE: 7//9 DRWING NO S-

3 TYPIL PIT DETIL T-STP- TYPIL SL / SESL ONSTRUTION JOINT DETILS T-STP- HORIZONTL REINFOREMENT R LPS T TNK WLLS T-STP- 'T' MIN LSS '' LP LSS '' LP LSS '' LP TOP REINFOREMENT S PER SL 'T' PIT DEPTH 'T' PIT SIZE 'T' TYPIL WLL/SE ONSTRUTION JOINT DETIL OTTOM REINFOREMENT S PER SL T-STP- INTENTIONLLY ROUGHEN SURFES TO MPLITUDE OF mm SL OR WLL EQ EQ EQ 8 LSS '' THIKNESS = 'T' SE SL/WLL ONSTRUTION JOINT MX LENGTH OF WLL PLEMENT =,mm (mm FROM ORNER) FOR LIQUID ONTINING WLLS =,mm OTHER WLLS MX LENGTH OF SE SL PLEMENT =,mm FOR LIQUID ONTINING SESLS =,mm OTHER SESLS (WHERE NOTED ON PLNS) FILL WITH SELNT (INSIDE FE OF TNK) S PER ONSTRUTION JOINT SELNT DETIL DEK M- MN WTERSTOP OR PPROVED EQUL SEL TO ON WITH DEK ULTRSEL P- FSTEN WITH NILS OR mm PROVIDE MIN LSS '' LP THROUGH JOINTS OORDINTE LOTIONS OF ONSTRUTION JOINTS WITH ENGINEER IF NOT SHOWN ON DRWINGS ONST JOINT PLED FIRST HORIZONTL R LPS T INTERS PLED FIRST PLED FIRST ONST JOINT PLED FIRST ONST JOINT HORIZONTL REINFOREMENT R LPS T TNK WLLS ONST JOINT = LSS LP = LRGER OF LSS LP ND STNDRD HOOK = STNDRD 9 OR 8 HOOK UNLESS NOTED OTHERWISE T-STP-6 DEK M-MN WTERSTOP OR PPROVED EQUL SEL TO SL WITH DEK ULTRSEL P- FSTEN TO SL WITH NILS OR mm oc INTENTIONLLY ROUGHEN SURFE TO MPLITUDE OF mm TYP T LL ONSTRUTION JOINTS SL ON GRDE SL ON GRDE ONSTRUTION JOINT FORM x6 WIDE JOINT ND FILL WITH SIK LODFLEX SELNT OR PPROVED EQUIVLENT USE PRIMER S REQUIRED Y MNUFTURER MKE KEYED JOINT w/ 8x89 WITH EVELED EDGES INTERRUPT REINF T THIS LOTION MX LENGTH OF SL POUR = m OR m IF RESTRINED Y ONNETING WLLS EQ EQ HORIZONTL R LPS T ORNERS ONSTR'N JOINT = LSS LP = LRGER OF LSS LP ND STNDRD HOOK = STNDRD 9 OR 8 HOOK UNLESS NOTED OTHERWISE 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING OORDINTE LOTIONS OF ONSTRUTION JOINTS WITH ENGINEER IF NOT SHOWN ON DRWINGS SL ND WLL OPENINGS ETWEEN x (6"x6") ND x ('-4"x'-4") T-SL-6 STGGERING OF LPS T-STP-4 TYPIL REINFOREMENT LER OVER DETILS T-STP-7 JUNE,7 RS T SPING SPEIFIED ON PLN, HOOK TOP RS T OPENINGS DD STEEL EQUL TO / OF INTERRUPTED STEEL T EH SIDE OF OPENING (MIN - TOP & OTTOM) DD - T& x (4'-") LONG x OPENING x (6"x6") TO x ('-4"x'-4") MX 6 x THIS DETIL PPLIES FOR NY LOTION IN ONE WY SL ND TWO WY SL WITH EMS; FOR LRGER OPENINGS, SEE PLNS MINIMUM SPING ETWEEN DJENT OPENINGS NOT TO E LESS THN THE SIZE OF THE LRGER OF THE OPENINGS FOR SIZE RESTRITIONS ND EPTLE OPENING LOTIONS IN FLT SL OR FLT PLTE, REFER TO T-SL-6 4 IF THE OPENING IS LOTED ENTIRELY WITHIN THE INTER OF FLT SL OR FLT PLTE MIDDLE STRIPS, MXIMUM OPENING SIZE N E INRESED UP TO THE FULL SIZE OF THE INTERSETING STRIPS FOR OPENING LESS THN x (6 x6 ), RESPE SL REINFORING TO SUIT SEE T-SL-6 FOR PLING RESTRITIONS IN FLT SL ND FLT PLTE ND FOR DDITIONL REINFORING ETWEEN MULTIPLE SLEEVES 6 SEE T-SL-6 FOR RNE OPENING DETILS LP LP LP PROVIDE mm ETWEEN LP SPLIES PROVIDE mm ETWEEN LP SPLIES SUSPENDED SLS 6mm WHEN PERMNENTLY EXPOSED TO ERTH, LIQUID, WETHER mm FOR DRY ONDITION OLUMNS ND EMS OVER TO TIES / STIRRUPS 6mm WHEN EXPOSED TO ERTH, LIQUID, WETHER 4mm FOR DRY ONDITION RS TO E EPOXY OTED S NOTED ON PLN FOOTINGS, SLS ON GRDE, MT FOUNDTIONS, SE SLS 7mm WHEN ST GINST ERTH ND PERMNENTLY EXPOSED TO ERTH WLLS OVE GRDE 4mm WHEN EXPOSED TO WETHER mm FOR DRY ONDITION WLLS (mm GGREGTE) 4mm WHEN EXPOSED TO ERTH, WETHER 6mm WHEN INSIDE FES OF LIQUID RETINING STRUTURES SESLS 4mm FOR LL ONDITIONS EXEPT S ELOW mm FOR INTERIOR DRY ONDITION 6mm WHEN INSIDE FE OF LIQUID RETINING STRUTURES LR ONSULNT: 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom 6//7 9::9 M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt TYPIL KIKPLTE xmm THK LUM KIKPLTE WITH 6mm GP TO TOP OF FLOOR ELEVTION 4x76x FLNGE x 7 WE LUM HNNELS 78 WIDE LUM STIR TREDS w/ mm SERRTED ERING RS ND ST RSIVE NOSING (MX 9 WIDE) T LOTIONS WHERE RISE = USE 8 WIDE TREDS TYPIL LUMINUM STIR ND GURDRIL DETILS MX L76x76xx LG LIP NGLE c/w -9mm DI SS DHESIVE NHORS INTO T EH STRINGER 6 TYPIL GURDRIL 48mm DI OD SH 8 LUMINUM HORIZONTLS ND oc MX USED OLTED ONNETIONS MX TYP mm DI OD SH 8 oc MX 4mm DI OD SH 4 HNDRILS 76x64 LUMINUM FRONT ND OTTOM mm THIK SL EH WY ON MIN GRNULR '' OMPTED TO 98% SPMDD SL TO E MINIMUM OF WIDER THN EXTERIOR DIMENSION OF STIRS ON EH SIDE HNDRIL TO SLOPE PRLLEL TO PLTFORM OR STIRS TOP RILS ND VERTIL POSTS TO E ONTINUOUS; NOTH OTHER PRTS ONLY SIZES RE TO E MODIFIED SED UPON ONSTRUTION METHODS USED 4 WELDING LUMINUM REDUES STRENGTH MKE THIKNESS DJUSTMENTS S REQUIRED TO OUNT FOR THIS PROVIDE DESIGN ND SHOP DRWINGS FOR LL LUMINUM FRMING STMPED Y PENG LIENSED IN THE PROVINE OF ONTRIO ORDING TO THE INTENT SHOWN ND THE REQUIREMENTS OF THE ONTRIO UILDING ODE 6 LL RISE DIMENSIONS TO E EQUL (MX mm HIGH) LLOW mm GP WELD INNER PIPE TO ONE SIDE ONLY SMOOTH EDGES T-STP- 7 PROVIDE EXPNSION JOINTS IN HNDRIL TO LLOW FOR THERML EXPNSION ND ONTRTION T MX m oc SLE: DESIGNED Y: DRWN Y: HEKED Y: 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM EST HWKESURY TOWNSHIP NTON DE HWKESURY EST s indicated Designer uthor hecker HUTE LONDEU WWTP TYPIL DETILS JO NO: DTE: 7//9 DRWING NO S-

4 TYPIL GURDRIL SE DETILS T-STP-8 TYPIL GRTING / HEKER'D PLTE NGLE SUPPORT DETIL T-STP-9 TYPIL OLLRD DETILS T-STP- USE GROUTED ONNETION FOR LL INTERIOR LUMINUM HNDRILS WHERE GROUTED ENSURE LUMINUM IS NETLY OTED WITH OTS OF ITUMINOUS PINT PRIOR TO GROUTING USE OLTED ONNETION FOR LL EXTERIOR LUMINUM HNDRILS OLT-DOWN SE GROUTED SE 4 7 L 4 4 L xx7 LUM SEPLTE 48mm OD SH 4 LUM PIPE RILING 76 DI ORE DRILL OLTED SIDE MOUNT 9 FE OF MIN 9mm DI HILTI-HY NHORS SS (4) w/ 64 EMEDMENT 6mm OD SH 8 LUM PIPE SOKET EDGE OF TOP OF MIN mm NON-SHRINK, NON-METLLI GROUT ON SIDES 6 9 L MIN LR 9 48mm OD SH 8 PIPE RILING WELD KIK PLTE TO 6mm SOKET 79 DI SS 4 OLT 9mm DI HILTI-HY NHORS SS (4) w/ 64 EMEDMENT WEEP HOLE WEEP HOLES LR EDGE OF SL T RILING LOTIONS 48mm OD SH 8 LUM PIPE RILING TOP OF 4 xx7 LUM SIDEPLTE PROVIDE STIFFENERS S REQUIRED FOR STRENGTH ND/OR STIFFENESS USE ST-IN NGLE SUPPORT DETIL ON LL SIDES OF PITS, HNNELS, ET EXEPT WHERE DJENT TO WLL T THOSE LOTIONS USE LxX LUMINUM NGLES FSTENED TO WLLS WITH 6 DI oc (4L SS) UNLESS NOTED OTHERWISE (MIN EMEDMENT) MTERILS SHLL MTH FOR EXMPLE, FOR LUMINUM GRTING USE LUMINUM NGLES ND FOR HOT-DIPPED GLVNIZED GRTING, USE HOT DIPPED GLVNIZED NGLES 9x64 R TYPIL WELDED TO NGLE x PLTE NHORS WELDED TO oc "T"x R TYPIL WELDED TO NGLE x PLTE NHORS WELDED TO oc "T" 64 THK LUMINUM HEKER PLTE xx64 NGLE SET INTO STIFFENERS S PER SUPPLIERS DESIGN GRTING TYPIL GENERTOR PD DETIL HEKERED PLTE SUPPORT xx64 NGLE SET INTO GRTING SUPPORT T-STP- 8 7 LR INTERIOR OLLRD R= TYP ROUND TOP HSS 68x64 FILLED WITH PRIME w/ RUST- INHIITIVE PRIMER PINT w/ TWO OTS OF LKYD INDUSTRIL ENMEL (SFETY YELLOW) FINISHED FLOOR 4 DI FILLED SONOTUE REFER TO PLNS FOR LOTION OF OLLRDS 4- DI NHOR RODS (6) SQ x THK SEPLTE LER EXTERIOR OLLRD IF OLLRD DETILS RE SHOWN ON IVIL DRWINGS THEY TKE PREEDENE ROUND TOP HSS 68x64 FILLED WITH PRIME w/ RUST-INHIITIVE PRIMER PINT w/ TWO OTS OF LKYD INDUSTRIL ENMEL (SFETY YELLOW) SLOPE TOP FOR DRINGE FINISHED FLOOR -LYERS 6 mil POLY 4 DI FILLED SONOTUE REFER TO PLNS FOR LOTION OF OLLRDS 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING JUNE,7 GROUTED SE w/ UR WEEP HOLES REINFORE LL x URS WITH MIN OF -M TOP ND VERTS UNLESS NOTED OTHERWISE TOP OF mm NON-SHRINK & NON- METLLI GROUT MIN 4 LR 4 -M TOP OF UR EDGE OF SL T RILING LOTIONS LR DESIGN SED UPON THE LODING GENSET = 4 kg TNK = 44 kg LER TYP FUEL = kg MX 7 STYROFOM HI-4 INSULTION 7 MIN GRNULR '' OMPTED TO % SPMDD ON GRNULR '' OMPTED IN mm LIFTS TO % SPMDD S REQUIRED DOWN TO SOIL WITH ERING PITY OF kpa 9 x x PD REINFORED EH WY TOP ND OTTOM NHOR OLTS S PER MNUFTURER INFO PROVIDE MIN LER ON LL SIDES PPROX GRDE TYPIL LL SIDES PLN DIMENSIONS TO SUIT SIZE OF GENERTOR OORDINTE WITH ELETRIL ONTRTOR FINL SIZE TO E PPROVED Y ENGINEER FOR SIZE ND LOTION OF NHOR OLTS, REFER TO EQUIPMENT MNUFTURERS DOUMENTS NHOR OLTS RE TO E SUPPLIED ND INSTLLED Y ONTRTOR HMFER LL EXPOSED ORNERS mm TK WELD NUT TO NHOR ROD LR DD -M x EH WY T SL MID- DEPTH HSS 68x64 FILLED WITH PRIME w/ RUST-INHIITIVE PRIMER PINT w/ TWO OTS OF LKYD INDUSTRIL ENMEL (SFETY YELLOW) OLLRD ON SL P MIN DI NHOR RODS (6) ONSULNT: 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom LOOSE STEEL NGLE LINTELS T-STP- SL ON GRDE REINFOREMENT SUPPORT DETIL T-STP- ONSTRUTION JOINT SELNT DETILS T-STP-4 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM 6//7 9::9 M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt SPN NGLE SIZE UP TO Lx89x79 LLV 6 TO L7x89x79 LLV 4 TO Lxx9 LLV OVER SEE DETILS WELDED WIRE MESH / RER RIK SUPPORT HIR (MX 9 oc EH DIRETION) FILL ONTROL JOINTS WITH SIK SIKFLEX - NS SELNT, OR PPROVED EQUIVLENT PRIME SURFES WITH SIK SIKFLEX PRIMER FILL ONTROL JOINTS PRIME SURFES WITH WITH SIK SIKFLEX - SIK SIKFLEX NS SELNT, OR PRIMER PPROVED EQUIVLENT USE LOSED ELL FOM KER RODS % LRGER THN JOINT EST HWKESURY TOWNSHIP NTON DE HWKESURY EST SLE: s indicated DESIGNED Y: Designer DRWN Y: uthor HEKED Y: hecker HUTE LONDEU WWTP TYPIL DETILS JO NO: DTE: 7//9 DRWING NO S-4

5 EPOXY DOWELS IF EPOXY DOWELS OF 6//7 9:: M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt S- 7 S- 6 S- LER TYP TYPIL SUMP PIT 7 PIPE INLET L FOUNDTION PLN : 7 S- 7 TYPIL SUMP PIT SQ x DEEP SEE TYP DETIL ON S- TYPIL SUMP PIT TYPIL SUMP PIT TYPIL FOR LL WLLS: VERTIL RS ON OUTER LYER ND HORIZ ON INNER LYER UNLESS NOTED OTHERWISE PROVIDE DOWELS INTO INTERSETING WLLS WITH SIZE ND SPING TO MTH HORIZONTL RS UNLESS NOTED OTHERWISE SEE TYPIL DETILS OVER 6 mm TO INSIDE FE OF WLL SURFE T TNKS ONTINING LIQUID UNLESS NOTED OTHERWISE SEE DETILS 4 PROVIDE DOWELS S SHOWN IN WLL REINF PLN FROM FOOTINGS OR SE SLS INTO WLLS PROVIDE DOWELS OUT OF TOPS OF WLLS INTO SLS S SHOWN ON S 6 ELOW LL STRUTURES, EXVTE TO TOP OF EDROK PROVIDE STRUTURL FILL (mm OPSS GRN '' ON THK LIFTS OF GRN '' TYPE II LL OMPTED TO % SPMDD) TO THE UNDERSIDE OF SE SL OR FOOTING ELEVTION EXTEND FILL T mm FROM EDGE OF SE SL OR FOOTINGS ND THEN DOWN T : SLOPE TO TOP OF EDROK ELEVTION GEOTEH TO SITE VERIFY PROVIDE MINIMUM OF mm OPSS GRN '' ETWEEN SE SLS ND EDROK S- FRP FFLE WLLS THK ON SE TOP & OTT E WY LL WLLS TO E THK ON SE EH WY E FE ONSTRUTION JOINT IN SL SEE TYPIL DETILS ONSTRUTION JOINT IN WLLS WHERE SHOWN SEE TYPIL DETILS 6 4 M M M M TYPIL DOWELS UNLESS NOTED EPOXY HORIZ EPOXY DOWELS EPOXY DOWELS EPOXY HORIZ OF ENTRED ON INTERIOR WLL TYPIL DOWELS FOR EXTERIOR DOWELS IF TYPIL DOWELS FOR EXTERIOR DOWELS HORIZ OF ENTRED ON INTERIOR HORIZ OF T/O ONSTRUTION JOINT OR T/O SL OTTOM OF SL OR K OF WLL EPOXY RS S- REINFORE WLLS EPOXY EH WY EPOXY DOWELS REINFORE WLLS EH WY DOWELS EF REINFORE WLLS EH WY DOWELS EF REINFORE WLLS EH WY IF WLL REINF PLN EPOXY DOWELS TYPIL DOWELS FOR EXTERIOR DOWELS IF TYPIL DOWELS FOR EXTERIOR DOWELS EPOXY HORIZ EPOXY DOWELS EPOXY DOWELS EPOXY HORIZ OF ENTRED ON INTERIOR WLL TYPIL DOWELS FOR EXTERIOR DOWELS IF TYPIL DOWELS FOR EXTERIOR DOWELS HORIZ OF ENTRED ON INTERIOR WLL OUTSIDE FES OF WLLS REINFORED EH WY EXEPT WHERE NOTED ON PLN TO LP REINFORING RS WITH LSS LPS RS TO E EPOXY OTED IN RES HORIZ OF EPOXY RS 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING ONSULNT: SLE: DESIGNED Y: DRWN Y: HEKED Y: JUNE,7 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM : 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM EST HWKESURY TOWNSHIP NTON DE HWKESURY EST dh DH HUTE LONDEU WWTP D HNDY FOUNDTION PLN & SHEDULES JO NO: DTE: 7//9 DRWING NO NORTH S-

6 S- 68 S- 68 TYPIL TOP OF WLL 44 S- mm THK LUMINUM WEIR PLTE (T- 66-T6) c/w NEOPRENE GSKET ETWEEN LUMINUM ND TO PRODUE OMPLETE SEL 4 LUMINUM LDDER S- HINGED LUMINUM GRTING HTH c/w SS REESSED HNDLE ND HINGES HINGED LUMINUM GRTING HTH c/w SS REESSED HNDLE ND HINGES HINGED LUMINUM GRTING HTH c/w SS REESSED HNDLE ND HINGES 7 OPEN'G X8 86 X8 OPEN'G 9 X8 X8 X8 LR T RUNGS WX OPEN'G X8 WX9 WX 76 HSS76X76X48 X WX LUMINUM GURDRIL X8 S- X8 X8 WX WX OPEN'G X8 WX9 X LUMINUM GURDRIL S- LUMINUM GURDRIL HINGED LUMINUM GRTING HTH c/w SS REESSED HNDLE ND HINGES OPEN'G 9 TYP LUMINUM GRTING TYP LUMINUM HTHES (4 OF) 667 S- S- 6 S- 4 S- 8 WX WX WX LUMINUM GURDRIL TYP LUMINUM GRTING HLORINE ONTT HMER FRMING PLN : EW S- TYP WTERSTOP ND ONSTRUTION JOINT S- S- : mm THK LUMINUM WEIR PLTE (T-66-T6) c/w NEOPRENE GSKET ETWEEN LUMINUM ND TO PRODUE OMPLETE SEL : dp EM TYP LUM GRTING S- mm HILTI HIT-HY DHESIVE NHORS WITH SS 6 RODS ND 6mm EMEDMENT T/O TNK WLLS mm HILTI HIT-HY DHESIVE NHORS WITH SS 6 RODS ND 6mm EMEDMENT 467 PROVIDE SLOTTED HOLES IN OTTOM FLNGE TO ENSURE NO HOLE UTTING FTER GLVNIZTION 8 64 TYPIL TOP OF WLL /6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING ONSULNT: JUNE,7 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM NORTH 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom 6//7 9:: M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt S PIPE INLET L 76 9 S- 68 TOP OF TNK FRMING PLN : 76 8 DOWELS ROUND LL SIDES OF SL 48 SL REINF EW TOP ND OTTOM DD RS S PER TYPIL DETIL T-SL-6 6 S- T/O SE SL 4 : S- xx SS PLTE c/w - DIM SS NHOR RODS - DIM SS OLTS WITH OLTS TK WELDED TO PLTE T UNDERSIDE : 7 7 SLE: s indicated DESIGNED Y: DRWN Y: HEKED Y: 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM EST HWKESURY TOWNSHIP NTON DE HWKESURY EST dh DH HUTE LONDEU WWTP D HNDY TOP OF TNK FLOOR FRMING PLN S ND DETILS JO NO: DTE: 7//9 DRWING NO S-

7 TYP LUMINUM GRTING 47 S- SEE TYPIL GRTING / HEKERED PLTE NGLE SUPPORT NHOR DETIL T/O INFLUENT HNNEL WLLS 47 S- WINGWLL FRP INSERT LR 4 LR SEE IVIL DRWINGS FOR GRDES ND KFILL S- 4 S- FRP PRSHLL FLUME FORM ND GROUT S PER MNUFTURER'S REOMMENDTION S- TYP LUMINUM GRTING 47 VERTS ND DOWELS ENHING 7 HORIZ DOWELS 6 48 TOP HORIZ S- INFLUENT HNNEL PLN : TYP ONSTR JOINT w/ WTERSTOP LL ROUND 6 LR LONGIT TOP ND OTTOM T/O INFLUENT HNNEL SE SL 48 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION TYP LUMINUM GRTING S FRP WINGWLL FRP INSERT REESS WLL S REQUIRED T WINGWLL TIE-IN LOTION TO VOID FETHERING GROUT NETLY FORM OPEN FES ND GROUT SOLID WITH OORDINTE WITH DIV 44 ND FRP FLUME SUPPLIER T/O INFLUENT HNNEL WLLS 47 S- : 7 LR STRUTURL FILL ELOW HNNEL DOWN TO EDROK GRN '' ON GRN '' TYPE II S REQUIRED LL OMPTED TO % SPMDD U- SHPED RS THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING ONSULNT: JUNE,7 NORTH PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom T/O INFLUENT HNNEL SE SL 48 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM STRUTURL FILL ELOW HNNEL DOWN TO EDROK GRN '' ON GRN '' TYPE II S REQUIRED LL OMPTED TO % SPMDD GROUT SOLID WITH FOR DEPTHS SHOWN 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM 6//7 9:: M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt S- : THK SE SL REFER TO FOR REINFOREMENT EST HWKESURY TOWNSHIP NTON DE HWKESURY EST SLE: HUTE LONDEU WWTP s indicated DESIGNED Y: DHNDY DRWN Y: DH HEKED Y: GS INFLUENT HNNEL PLN ND S JO NO: DTE: 7//9 DRWING NO S-

8 68 98 S- S- TYPIL SWUTS T MX SPING = mm oc SL ON GRDE REINFORED E WY REFER TO TYPIL DETILS FOR LOTION OF REINFOREMENT PLE ON VPOUR RETRDER S PER RH DRWINGS ON GRNULR '' OMPTED TO 98% SPMDD ON OPSS GRNULR '' TYPE I OMPTED TO 98% SPMDD IN MX THIK LIFTS ON SUSE REMOVE LL ORGNI ND FILL MTERIL WITHIN UILDING FOOTPRINT FOOTINGS TO E FOUNDED ON STRUTURL FILL ON SURFE SOUNDED EDROK FOUNDTION WLL REINFORED E WY T WLL ENTERLINE DOWELS INTO FOOTING x FOOTING REINFORED WITH - ONTINUOUS NOTH TOP OF WLL S PER S x4 PRE-ENG HIP JK TRUSS PRE-ENG HIP JK TRUSS PRE-ENG HIP GIRDER TRUSS - 8x4-8x PRE-ENG ROOF 6 oc 8 x STUD WLLS - 8x4 PRE-ENG HIP GIRDER TRUSS PRE-ENG HIP JK TRUSS PRE-ENG HIP JK TRUSS 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING S- FOUNDTION PLN : 4 7 mm PLYWOOD c/w H-LIPS ON PRE-ENG WOOD 6mm oc SEE RH DRWINGS FOR FSI ND SOFFIT FRMING S- ROOF FRMING PLN : LODS: DL = kpa (INL kpa OTTOM HORD) SL = ( (8 w s a) + 4 ) = 8 kpa EXEPT S NOTED T SNOW UILD UP RES ND FOR PTTERNED LODING S PER O LL = kpa ON OTTOM HORD DD STUD UNDER GIRDER T LL LOTIONS ONSULNT: JUNE,7 NORTH 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom U/S OF ROOF 497 SIMPSON H HOLDDOWN LIPS T EH END OF LL TRUSSES -8x4 TOP PLTES mm FIREORD ROUND PERIMETER OF SL SL ON GRDE REINF WITH E WY T LR FROM TOP OF SL 6mm DI NHOR RODS T oc MIN mm LONG ROD WITH mm EMEDMENT DOULE NUT ND WSHER T EMEDDED END 4 ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM GROUND FLOOR GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM 6//7 9:: M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt GRNULR '' ON GRN '' TYPE I IN MX mm LIFTS S REQUIRED LL OMPTED TO 98% SPMDD FOUNDTION WLL REINF E WY T WLL ENTERLINE PROVIDE oc INTO FOOTING x FOOTING REINF WITH - ONTINUOUS PPROXIMTE TOP OF EDROK S- : NOTH TOP OF FOUNDTION WLL WIDE X HIGH SEE RH DWGS 9 T/O STRUTURL FILL GRNULR '' ON GRN '' TYPE II LL OMPTED TO % SPMDD ON SURFE SOUNDED EDROK 8 EST HWKESURY TOWNSHIP NTON DE HWKESURY EST SLE: HUTE LONDEU WWTP WWTP UILDING FOUNDTION ND ROOF FRMING PLNS, s indicated DESIGNED Y: DHNDY DRWN Y: DH HEKED Y: GS JO NO: DTE: 7//9 DRWING NO S-

9 4 47 S- LUMINUM GURDRIL S- LUMINUM GURDRIL ND KIKPLTE TYPIL T PLTFORMS THK SL LUMINUM GRTING ON HOT DIPPED GLVNIZED STEEL EMS LUMINUM LDDER T/O TNK WLLS 467 REFER TO IVIL DRWINGS FOR SUDRIN 96 6 S- S- PPROX TOP OF EDROK PPROX TOP OF EDROK ISM TNK SM TNK SR TNK REFER TO IVIL DRWINGS FOR SUDRIN TOP OF EDROK MIN mm THK STRUTURL FILL ELOW TNK SESL DOWN TO EDROK HLORINE ONTT TNK T/O SE SL 7/6/ ISSUED FOR TENDER 7/6/7 ISSUED FOR MOE PPROVL DTE N REVISION 4 THE DRWINGS, RRNGEMENTS, NNOTTIONS ND GRPHIL PRESENTTIONS ON THIS DOUMENT RE THE PROPERTY OF EV ENGINEERING WHO RETINS OWNERSHIP ND UTHORSHIP OF THIS DOUMENT IN ITS ENTIRETYTHIS DOUMENT IS N INSTRUMENT OF SERVIE ND IS THE INTELLETUL ND PHYSIL PROPERTY OF EV ENGINEERING UTHORIZED USE OF THIS DRWING IS GRNTED SOLELY FOR THE PURPOSE OF THIS SPEIFI PROJET ND LOTION, ND NOT FOR ONSTRUTION OR USE FOR NY OTHER PROJET OPYRIGHT 7 EV ENGINEERING S- : JUNE,7 ONSULNT: S- 8 PITT STREET ORNWLL, ONTRIO ND, K6J P6 TEL: FX: WESITE: EVengineeringcom T/O TNK WLLS LUMINUM GURDRIL ND KIKPLTE TYP T PLTFORMS ROSEMOUNT VENUE ORNWLL, ONTRIO, ND K6J E TEL: FX: RHITETURE49OM REFER TO IVIL DRWINGS FOR SUDRIN LUMINUM LDDER PPROX TOP OF EDROK 4 GRDINERS ROD, SUITE KINGSTON (ONTRIO) ND K7P G PHONE FX: WWWWSPOM 6//7 9:: M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt S- : T/O SE SL 4 EST HWKESURY TOWNSHIP NTON DE HWKESURY EST SLE: : HUTE LONDEU WWTP DESIGNED Y: D HNDY DRWN Y: dh HEKED Y: DH UILDING S JO NO: DTE: 7//9 DRWING NO S-