SERVICING NOTES. 1. STORM SEWER UP TO 525mm SHALL BE PVC PIPE, CSA SPECIFICATION B-182.4, RIBBED, OR LATEST AMENDMENT, UNLESS OTHERWISE NOTED.

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1 PRKING PRKING 46.5 LEGEND PIN LSM WK LSM DENOTES PROPERTY IDENTIFIER NUMER DENOTES MINTENNCE HOLE DENOTES LIGHT STNDRD CONCRETE DENOTES LIGHT STNDRD METL DENOTES DECIDUOUS TREE ND DIMETER DENOTES CONIFEROUS TREE ND DIMETER DENOTES CTCHSIN DENOTES UTILITY POST WOOD DENOTES SIGN DENOTES OLLRD DENOTES SURVEY MONUMENT DENOTES GS VLVE DENOTES WTER VLVE DENOTES FIRE HYDRNT DENOTES WTER KEY DENOTES HYDRO VULT DENOTES SPRINKLER VLVE LSM SERVICING NOTES. STORM SEWER UP TO 55mm SHLL E PVC PIPE, CS SPECIFICTION -8.4, RIED, OR LTEST MENDMENT, UNLESS OTHERWISE NOTED.. STORM SEWER 600mm ND LRGER SHLL E REINFORCED CONCRETE PIPE SHLL, CS (MINIMUM 65-D) OR LTEST MENDMENT, UNLESS OTHERWISE NOTED. 3. STORM SEWER EDDING, COVER ND CKFILL SHLL E S PER OPSD FOR PVC PIPE ND S PER OPSD CLSS '' EDDING FOR CONCRETE PIPE, WITH GRNULR '' MTERIL. 4. STORM CONNECTIONS UP TO 50mm TO E PVC GRVITY PIPE, CS SPECIFICTION -8., DR 8, OR LTEST MENDMENT. 5. STORM CONNECTIONS TO SEWERMINS TO E S PER OPSD ND ND/OR CITY STNDRDS T ND T STORM ND SNITRY MNHOLES SHLL E CONSTRUCTED S PER CITY STNDRD T RE/TRENCH DRIN ND LEDS SHLL E S PER MECHNICL DRWINGS, UNLESS OTHERWISE NOTED m MINIMUM CLERNCE SHLL E PROVIDED ETWEEN PROPOSED SERVICE CONNECTIONS ND EXISTING UTILITIES. 9. LL TRENCHES SHLL E CKFILLED 0. DRIVEWY/CONCRETE RESTORTION SHLL MTCH EX. CONDITIONS, OR ETTER.. EXISTING SERVICING INFORMTION OTINED FROM THE CITY OF TORONTO, SURVEY & MPPING DEPRTMENT. LL LOCTIONS ND ELEVTIONS OF UNDERGROUND SERVICES MUST E VERIFIED PRIOR TO CONSTRUCTION. NY DISCREPNCIES SHLL E REPORTED TO EGLEROOKE ENGINEERING LIMITED.. WHERE PROPOSED SERVICES CROSS OVER OR UNDER EXISTING SERVICES, EXISTING INVERTS ND/OR OVERTS SHLL E VERIFIED Y THE CONTRCTOR FOR LOCTION ND ELEVTION PRIOR TO CONSTRUCTION. THE INFORMTION OTINED SHLL E FORWRDED TO EGLEROOKE ENGINEERING LIMITED TO DETERMINE IF NY DESIGN REVISIONS RE REQUIRED. GRDING NOTES. LL DISTURED RES TO E RESTORED WITH 00mm DEPTH (MIN.) TOPSOIL ND SOD, UNLESS OTHERWISE NOTED.. THE PVEMENT STRUCTURE SHLL E S SPECIFIED Y THE PROJECT GEOTECHNICL ENGINEER. 3. MINIMUM LLOWLE COMPCTION REQUIREMENTS OF THE SITE SHLL E S SPECIFIED Y THE PROJECT GEOTECHNICL ENGINEER. 4. SURPLUS MTERIL, IF NY, TO E DISPOSED OF OFF-SITE. 5. WHERE NEW SPHLT MTCHES EXISTING SPHLT, GRIND EXISTING SPHLT MINIMUM OF 300mm WIDE ND 40mm DEEP FOR KEYING. PPLY HOT RUER SELING COMPOUND IN CCORDNCE WITH OPSS. LL SURFCES TO E TCK COTED WITH SS-I. NO. CR0 CR03 CS03 CS05 CS06 CS07 CS08 CS09 CS0a CS CS0 CS CS3 EXISTING CHINLINK FENCE TO REMIN EXPOSED WLL HEIGHT MX. 600mm PROPERTY LINE LOCK CPSTONE FINISHED GRDE CONSTRUCTION NOTES DESCRIPTION REMOVE EXISTING WOOD TRELLIS, WOOD SLT SCREENS, STEEL COLUMNS DOWN TO SL ND LL REDUNDNT SUPPORTS. PTCH ND MKE GOOD SL FOR NEW WTERPROOFING OF PLZ DECK. REMOVE EXISTING ZMONI GRGE ENCLOSURE CK TO EXISTING RICK WLL. CREFULLY REMOVE ND SLVGE EXISTING UNIT PVING IN WLKWY ND DRIVEWY. REMOVE ND RESTRUCTURE SUSE FOR REINSTLL OF UNIT PVING TO SUIT WLKWY ND DRIVEWY. MTCH EXISTING EXTERIOR GRDES. PROVIDE 0% EXTR PVERS TO MTCH EXISTING IN SIZE, COLOUR & SPEC. ENSURE NEW WLKWY IS INSTLLED TO MEET OD REQUIREMENTS. PROVIDE METL EDGE LL LONG SOFT LNDSCPE EDGES. REMOVE TRENCH DRIN ND REPLCE WITH NEW. SEE SITE SERVICES. INSTLL NEW CST-IN-PLCE CONCRETE FOUNDTION. SEE STRUCTURL. REMOVE PVERS ND GRDING FOR NEW CONCRETE PVING ND RE DRIN. SEE SITE SERVICES. PROVIDE NEW 75mm ELOW GRDE RIGID INSULTION ND RESTRUCTURE SUSE FOR NEW CONCRETE PVING. ENSURE POSITIVE SLOPES TOWRDS NEW RE DRIN. INSTLL NEW TRENCH DRIN ND CST-IN-PLCE CONCRETE FOUNDTION. SEE STRUCTURL. NEW PRECST CONCRETE RETINING WLLS 600mm MX. HEIGHT OVE DJCENT GRDES TO CONTIN SITE GRDING REWORK OF SWLE DRINGE WESTWRD TOWRDS EXISTING CTCH SIN. SEE SITE SERVICES. RESOD. REMOVE METL CCESS PNEL ND WOOD PLNK COVER FOR SKTING RINK TRENCH ND REPLCE WITH NEW CONCRETE PRECST PLNK COVER (HEVY DUTY FOR VEHICULR LODS). REMOVE EXISTING SPHLT PVEMENT. MKE GOOD SUSE FOR NEW SPHLT PVEMENT. MTCH EXISTING EXTERIOR GRDES. REMOVE EXISTING LIGHT DUTY SPHLT PVEMENT. MKE GOOD SUSE FOR REINSTLL OF NEW LIGHT DUTY PVEMENT. MTCH EXISTING EXTERIOR GRDES. REMOVE WOOD SLT SCREEN ND REDUNDNT SUPPORTS ROUND EXISTING COOLING TOWER, ND SHOWER ENTRNCE RE. KEEP STEEL GURD RILS INCLUDING STEEL POSTS, NGLE PICKETS & HORIZONTL RILS. REMOVE PEELING PINT ON EXISTING GURDRILS ND PREPRE FOR NEW PINT FINISH ON LL ROUND SWIMMING & WDING POOLS. EXISTING CONCRETE RETINING WLL TO REMIN. CREFULLY REMOVE ND SLVGE FCING RICK FROM COURSES OVE GRDE DOWN TO RICK LEDGE. SHORE EXISTING RICK MSONRY FOR REUSE. WTERPROOFING FOUNDTION WLL CONTINUOUSLY EHIND RETINING WLL ND REINSTLL SLVGED RICK IN SME POSITION. PROVIDE EXTR 0% RICK TO MTCH EXISTING. SHORE EXISTING CST-IN-PLCE CONCRETE RETINING WLL DURING EXCVTION. GENERL CONTRCTOR TO PROVIDE SHORING OF THE EXISTING RETINING WLL FOR OTH OVERTURNING OF THE WLL DUE TO THE INCRESED SURCHRGE LODING S WELL S SLIDING RESISTNCE. SUMIT ENGINEERED SHOP DRWINGS TO THE CONSULTNT TEM PRIOR TO NY EXCVTION WHICH DETIL THE PPROPRITE SHORING TO RESIST OVERTURNING ND SLIDING. T THT TIME THE GENERL CONTRCTOR ND/OR SHORING ENGINEER TO COMMISSION GEOTECHNICL ENGINEER TPZ TREE PROTECTION S PER CoT URN FORESTRY REQMTS S PER DETIL # TP- FE ft ( m) CONSOLIDTION ZONE 50 mm GP COMPCTION ZONE (TO CK OF CUT) RE-GRDE EXIST.GRDE INFILL SOIL CKSLOPE HEIGHT RETINED SOIL ISSUED FOR TENDER DDENDUM PRKING SPCE CS07 UP CS06 CS -STOREY RICK UILDING CS03 UPW CS3 HV CS SI SWIMMING POOL 8 6 LSM EMEDMENT DEPTH Retaining Wall NTS 6 in (50 mm) (MIN) (300 mm) in (300 mm) 4 in (00 mm) TOE DRIN PIPE VENTED TO DYLIGHT FILTER FRIC TO E PLCED ETWEEN TOPSOIL ND WLL ROCK 4 in (00 mm) HEEL DRIN PIPE VENTED TO DYLIGHT ISSUED FOR TENDER ND PERMIT ISSUED FOR PRELIMINRY CLIENT REVIEW ISSUED FOR CONSULTNTS COORDINTION ISSUED FOR PRELIMINRY CLIENT REVIEW ISSUED FOR PRELIMINRY UDGET ESTIMTE CSTLEGROVE OULEVRD CS05 CS09 CS CS0 CS0 UP DRIVEWY WDING POOL DN 4.75 SKTING RINK Trench Drain Typ. Detail NTS PLY RE LSM RODLNDS PRK COMMUNITY CENTER 4.5 CHIN LINK FENCE TPZ TPZ 40.0 TW TPZ SI CS08 SI TW 4.40 TW TPZ 4.00 TW TW pda CDN Paul Didur rchitect Inc. No. 033 Islington ve., Suite 60 Toronto, Ontario, M8V 3W7 @pdarchinc.com W- T F SITE PLN : 00 PRKING 4 Site Photos PD SITE PLN S NOTED 73 PD.0

2 CONSTRUCTION NOTES PRKING 43.5 DRIVEWY PRKING SPCE EXISTING CONC WLKWY CS % CS06 CS %.68% CS05 CS0 D.08% HEVY VEHICLE CCESS DRIVEWY REMOVE EXIST. STEEL RILINGS ND REPLCE WITH NEW SFETY GLSS GURDRIL. SEE DWG #3.0 EXIST. 50mm STORM LINE (500mm ELOW GRDE, VIF) CS9 CS EXISTING INTERLOCKING UNIT PVERS TO REMIN DENOTED W. LIGHT GREY TONE HTCH HEVY VEHICLE CCESS DRIVEWY SKTING RINK UPW EXIST. 00mm STORM LINE INV CS09 CS CS03 CS3 CS3 CS0 CS0a METL CCESS GRTE CS HV CS5 CR0 CS0 CS04 CS0a FF UP SI CS CS0 CS4 CS0 FF FF CR05 FF CS7 CS0 CS5 CR04 CS8 6. DN CS GROUND FLOOR PLN CS03 CS0 CS4 CS3 CS03 DN 7. CS7 CS0# CR0# C0#. SWIMMING POOL 3. WDING POOL LSM EXISTING INTERLOCKING UNIT PVERS TO REMIN DENOTED W. LIGHT GREY TONE HTCH CS03 CS C7 DN DN EXISTING INTERLOCKING UNIT PVERS TO REMIN DENOTED W. LIGHT GREY TONE HTCH 4. NO. 4 38mm DI. GLV. STL TUE RILS & POSTS W. mm DI. GLV. STL ROD PICKETS T 00mm O.C. MX TO MEET OC GURDRIL REQUIREMENTS EXIXTING CONC WLL TO REMIN 38mm DI. GLV. STL. TUE NDRIL ND POST T.O. SWIMMING POOL DECK 80 RISER 80 RISER TRED 80 RISER PRECST GRVITY STIR : 5 80 TRED DESCRIPTION C0# LEL (C) INDICTES CONSTRUCTION NOTES PPLICLE TO WORK T UILDING C0 REMOVE EXTERIOR HM DOOR, FRME INCL. THRESHOLD ND LL REDUNDNT SUPPORTS. REMOVE CONCRETE CUR DOWN TO SUSTRTE ND REINSTLL MOSIC FLOOR TILES TO PROVIDE RRIER FREE TRVEL FROM CHNGE ROOMS TO SWIMMING POOL DECK INCL. ENLRGING OPENING FOR NEW 965mm/067mm WIDE DOOR. SEE DOOR SCHEDULE. C7 REMOVE EXISTING PLUMING FIXTURES ND REINSTLL NEW. SEE MECHNICL. CR0# LEL (CR) INDICTES CONSTRUCTION NOTES PPLICLE TO WORK T ROOF CR0 REMOVE EXISTING WOOD TRELLIS, WOOD SLT SCREENS, STEEL COLUMNS DOWN TO SL ND LL REDUNDNT SUPPORTS. PTCH ND MKE GOOD SL FOR NEW WTERPROOFING OF PLZ DECK. CR04 REMOVE EXISTING TOPPING DOWN TO SL & RECONSTRUCT WITH NEW CEMENTITIOUS TOPPING TO POSITIVELY SLOPE TO EXISTING DRINS ND/OR EDGE. WTERPROOF ENTIRE PLZ DECK ROOF. INSTLL 50mm ELOW GRDE RIGID INSULTION ND PREP SUSE FOR UNITS PVING. MINTIN EXISTING EXTERIOR GRDES. CR05 REMOVE ND RELOCTE EXISTING COOLING TOWER. SEE MECHNICL. REMOVE ROOFING, INSULTION ND REDUNDNT CUR, FLSHING DOWN TO SL FOR NEW WTERPROOFING ND INTERLOCKING PVERS. CS0# LEL (CS) INDICTES CONSTRUCTION NOTES PPLICLE TO WORK T SITE CS0 EXCVTE DOWN TO EXISTING FOOTINGS OR 000mm ELOW GRDE LONG SWIMMING POOL. PTCH ND PREPRE RICK&LOCK OR CONCRETE FOUNDTION WLL TO RECEIVE NEW WTERPROOFING MEMRNE. CKFILL WITH NEW FILL OR REUSE IF PPROVED Y GEOTECHNICL ENGINEER TO ROUGH GRDE FOR NEW SOFT OR HRD LNDSCPING. FINISH GRDES TO MTCH EXISTING. CS0 CREFULLY REMOVE ND SLVGE EXISTING UNIT PVING TO EDGE OF POOL FOR REUSE. REMOVE ND REINSTLL ELOW GRDE RIGID INSULTION FOR REINSTLL OF UNIT PVING. MTCH EXISTING EXTERIOR GRDES. PROVIDE 0% EXTR PVERS TO MTCH EXISTING IN SIZE, COLOUR & SPEC. CS03 CREFULLY REMOVE ND SLVGE EXISTING UNIT PVING IN WLKWY ND DRIVEWY. REMOVE ND RESTRUCTURE SUSE FOR REINSTLL OF UNIT PVING TO SUIT WLKWY ND DRIVEWY. MTCH EXISTING EXTERIOR GRDES. PROVIDE 0% EXTR PVERS TO MTCH EXISTING IN SIZE, COLOUR & SPEC. ENSURE NEW WLKWY IS INSTLLED TO MEET OD REQUIREMENTS. PROVIDE METL EDGE LL LONG SOFT LNDSCPE EDGES. CS04 REMOVE EXTERIOR TRENCH DRIN ND CONNECT NEW ROOF DRIN OVER ZONI GRGE ROOF TO STORM SEWER. SEE SITE SERVICES ND MECHNICL. CS05 REMOVE TRENCH DRIN ND REPLCE WITH NEW. SEE SITE SERVICES. INSTLL NEW CST-IN-PLCE CONCRETE FOUNDTION. SEE STRUCTURL. CS06 REMOVE PVERS ND GRDING FOR NEW CONCRETE PVING ND RE DRIN. SEE SITE SERVICES. PROVIDE NEW 75mm ELOW GRDE RIGID INSULTION ND RESTRUCTURE SUSE FOR NEW CONCRETE PVING. ENSURE POSITIVE SLOPES TOWRDS NEW RE DRIN. CS07 INSTLL NEW TRENCH DRIN ND CST-IN-PLCE CONCRETE FOUNDTION. SEE STRUCTURL. CS09 REMOVE METL CCESS PNEL ND WOOD PLNK COVER FOR SKTING RINK TRENCH ND REPLCE WITH NEW CONCRETE PRECST PLNK COVER (HEVY DUTY FOR VEHICULR LODS). CS0 REMOVE EXISTING CONCRETE PVEMENT (DENOTED IN GREY TONED HTCH) & OLLRDS. MKE GOOD SUSE FOR NEW SPHLT PVEMENT. MTCH EXISTING EXTERIOR GRDES. CS0a CS CS CS3 CS4 CS5 CS7 CS8 CS9 CS0 CS CS CS3 CS4 CS5 DENOTES SPHLT PVEMENT. SEE LSO PHOTOS EXHIITS ON DRWING #.. REMOVE EXISTING LIGHT DUTY SPHLT PVEMENT. MKE GOOD SUSE FOR REINSTLL OF NEW LIGHT DUTY PVEMENT. MTCH EXISTING EXTERIOR GRDES. REMOVE EXTERIOR STIR, RILINGS ND REPLCE WITH NEW INTREGRTED PRECST STIRS W/ S.S. RILINGS. REMOVE ND REPLCE EXTERIOR RMP WITH NEW CST-IN-PLCE SLOPED PVING W. :5 MX SLOPE TO MEET OD REQUIREMENTS. REMOVE EXISTING STEEL GTE INCL. EMERGENCY PNIC R HRDWRE ND REINSTLL NEW TO MINTIN EMERGENCY EXITING. NEW PREFINISH STEEL OLLRD ND CONCRETE FOUNDTION. REMOVE RILWY SLEEPERS LONG RISED DECK ROUND WDING POOL, PLNTERS ND LONG RMP. MODIFY SUSE CK MIN. 900mm FOR NEW GRVITY PRECST WLL ND INTEGRTED STIR TO REPLCE REMOVED RILWY SLEEPERS. REMOVE RILWY SLEEPERS ROUND PLNTER, CREFULLY SLVGE PLNTING FOR REUSE. PROTECT PLNTS DURING CONSTRUCTION. INSTLL NEW GRVITY PRECST WLLS T REMOVED PLNTERS ND REPLNT. T EXISTING COOLING TOWER TO E RELOCTED, REMOVE LL REDUNDNT CURS, STRUCTURES DOWN TO EXISTING SL ROOF FOR NEW WTERPROOFING ND REINSTLL OF INSULTION ND SLVGED UNIT PVING. PREPRE NEW SOILTOP FOR RESOD OR REPLNT SLVGED PLNTING. REMOVE WOOD SLT SCREEN ND REDUNDNT SUPPORTS ROUND EXISTING COOLING TOWER, ND SHOWER ENTRNCE RE. KEEP STEEL GURD RILS INCLUDING STEEL POSTS, NGLE PICKETS & HORIZONTL RILS. REMOVE PEELING PINT ON EXISTING GURDRILS ND PREPRE FOR NEW PINT FINISH ON LL ROUND SWIMMING & WDING POOLS. EXISTING CONCRETE RETINING WLL TO REMIN. CREFULLY REMOVE ND SLVGE FCING RICK FROM COURSES OVE GRDE DOWN TO RICK LEDGE. SHORE EXISTING RICK MSONRY FOR REUSE. WTERPROOFING FOUNDTION WLL CONTINUOUSLY EHIND RETINING WLL ND REINSTLL SLVGED RICK IN SME POSITION. PROVIDE EXTR 0% RICK TO MTCH EXISTING. T THE TOP OF STIRS STRTING ONE TRED DEPTH CK FROM THE EDGE OF THE TOP OF THE STIR ND T TOP LNDING OF LEDING EDGE OF RMP, PROVIDE TCILE WLKING INDICTORS (CST-IN-PLCE COMPOSITE PNELS WITH TRUNICTED-DOMED SURFCE 450mm DEEP YELLOW COLOUR) TO MEET OD REQUIREMENTS. SHORE EXISTING CST-IN-PLCE CONCRETE RETINING WLL DURING EXCVTION. GENERL CONTRCTOR TO PROVIDE SHORING OF THE EXIST. RETINING WLL FOR OTH OVERTURNING OF THE WLL DUE TO THE INCRESED SURCHRGE LODING S WELL S SLIDING RESISTNCE. SUMIT ENGINEERED SHOP DRWINGS TO THE CONSULTNT TEM PRIOR TO NY EXCVTION WHICH DETIL THE PPROPRITE SHORING TO RESIST OVERTURNING ND SLIDING. T THT TIME THE GENERL CONTRCTOR ND/OR SHORING ENGINEER TO COMMISSION GEOTECHNICL ENGINEER. INSTLL NEW POOL CHIRLIFT. SEE ELECTRICL. NEW PRECST CONCRETE STORGE; REFER TO SPEC'S REINSTLL SLVGED INTERLOCKING PVERS OTH SIDES OF NEW WLL MIN. 900mm T.O. WDING POOL DECK REINSTLL SLVGED INTERLOCKING PVERS OTH SIDES OF NEW WLL MIN. 900mm T.O. WDING POOL DECK GEOGRID REINFORCEMENT DESIGNED Y PRECST SUPPLIER TO MEET MNUFCTURERS REQMTS CK OF WLL DRINGE TO E DESIGNED Y PRECST SUPPLIER TO MEET MNUFCTURERS REQMTS F/O EXTG CONC WLL The First Course The Second Course F/O EXTG CONC WLL F/O EXTG CONC WLL The Third Course PLNTER GEOGRID REINFORCEMENT GEOGRID REINFORCEMENT PLNTER PLNTER COPING UNIT ISSUED FOR TENDER DDENDUM ISSUED FOR PERMIT & TENDER ISSUED FOR PRELIMINRY CLIENT REVIEW ISSUED FOR CONSULTNTS COORDINTION ISSUED FOR PRELIMINRY CLIENT REVIEW ISSUED FOR PRELIMINRY UDGET ESTIMTE SITE PLN & POOL RES : 00 EXISTING STL GURDRIL EYOND. T.O. SWIMMING POOL DECK 635 GEOGRID REINFORCEMENT DESIGNED Y PRECST SUPPLIER TO MEET MNUFCTURERS REQMTS CK OF WLL DRINGE TO E DESIGNED Y PRECST SUPPLIER TO MEET MNUFCTURERS REQMTS 4 F/O EXTG CONC WLL PLNTER R WDING POOL - T.O. DECK CS :5 500 :5 38mm DI. GLV. STL RILING 38mm DI. GLV. STEEL POST EMEDDED INTO CONC. SL 00mm SLOPED CIP CONC. PVING ON 50mm RIGID INSULTION ND NEW GRNULR SUSE REINSTLL SLVGED INTERLOCKING PVERS (TO MTCH EXISTING GRDES) ON NEW 50mm RIGID INSULTION W. NEW WTERPROOFING ON EXISTING SL STRUCTURE UPPER LEVEL : 5 Rivercrest Typical Section 8 9 ROOF 600 retaining wall systems 8500 Leslie Street, Suite 390 Thornhill, Ontario Canada, L3T 7M8 Tel Fax c 00 Risi Stone Systems TYPICL SECTION GRVITY PRECST WLL 5 : 5 The Fourth Course Rivercrest Integrated Stairs retaining wall systems 8500 Leslie Street, Suite 390 Thornhill, Ontario Canada, L3T 7M8 Tel Fax c 00 Risi Stone Systems INTEGRTED PRECST STEP R RODLNDS PRK COMMUNITY CENTER 7 SECTION RMP : 5 ED5 WDING POOL - T.O. DECK 3785 CS9 CS7 T.W T.W mm DI. GLV. STL RILING 38mm DI. GLV. STL POST EMEDDED INTO CONC. CUR SL T.W REINSTLL SLVGED INTERLOCKING PVERS (TO MTCH EXISTING GRDES) ON NEW 50mm RIGID INSULTION W. NEW WTERPROOFING ON EXISTING SL STRUCTURE UPPER LEVEL 375 UPPER LEVEL 375 LOWER LEVEL 0 C0 Zamboni 6 CR04 Mechanical 4 CS0 SWIMMING POOL pda CDN PD Paul Didur rchitect Inc. No. 033 Islington ve., Suite 60 Toronto, Ontario, M8V 3W7 @pdarchinc.com W- T F SWIMMING POOL RE 6 SECTION ELEVTION RMP : 5 FOUNDTION DDITION -800 uilding Section - Pool Plaza : 50 S NOTED 73 PD.

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