A001 RUE JEANNE-MANCE RUE OLMSTEAD AVENUE MCARTHUR SITE PLAN A002 1:500 NEW TWO STOREY ELEMENTARY SCHOOL

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1 RUE JEANNE-MANE RUE OLMSTEAD NEW TWO STOREY ELEMENTARY SHOOL NOUVELLE ÉOLE ÉLÉMENTAIRE À DEUX ÉTAGES ÉLÉVATION DU REZ-DE-HAUSSÉE : 64,91 m EXISTING SHOOL TO BE RENOVATED EXISTING GYMNASIUM EXISTING TRAINING ENTRE ENTRE DE FORMATION EXISTANT ÉLÉVATION DU REZ-DE-HAUSSÉE : 64,91 m PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE 349 OLMSTEAD ST. ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE-EST 4000, RUE LABELLE, K1J 1A1 SITE PLAN AVENUE MARTHUR SALE ÉHELLE 1:0 No No T.B./S.R./ HEKED BY A001 A002 1:0 APRIL 2016 FIHIER AAD FILE:

2 RUE JEANNE MANE RUE OLMSTEAD NEW TWO STOREY ELEMENTARY SHOOL NOUVELLE ÉOLE ÉLÉMENTAIRE À DEUX ÉTAGES ÉLÉVATION DU REZ-DE-HAUSSÉE : 64,91 m EXISTING SHOOL TO BE RENOVATED EXISTING TRAINING ENTRE ENTRE DE FORMATION EXISTANT ÉLÉVATION DU REZ-DE-HAUSSÉE : 64,91 m EXISTING GYMNASIUM PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE 349 OLMSTEAD ST. ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE-EST 4000, RUE LABELLE, K1J 1A1 SITE PLAN PHASE 3 AVENUE MARTHUR SALE ÉHELLE 1:0 No No T.B./S.R./ HEKED BY A002 A002 1:0 APRIL 2016 FIHIER AAD FILE:

3 Ø ANHOR BOLTS mm POURED /W LEAD SHIELDS. ONRETE SLAB TWO PER END ONTROL JOINT TYPIAL BIYLE RAK SEURELY ANHORED TO ONRETE SLAB BIYLE RAK SEURELY ANHORED TO ONRETE SLAB 12Ø ANHOR BOLTS /W LEAD SHIELDS. TWO PER END. EXTERIOR WALL VINYL OATED HAINLINK FENE END SETION NEW VINYL OATED HAINLINK FENE FINISHED GRADE ( PLAN) SPES AND A002 ONRETE FOOTINGS (TYPIAL) AS PER MANUFATURES SPEIFIATIONS 600 OMPATED GRANULAR FILL - GEOTEHNIAL FOOTING WRAPPED WITH 2 LAYERS OF 6 MIL OMPATED SUBGRADE - GEOTEHNIAL METAL FOOTBOLT ENTRE REST ANHOR BOLTS SPES 205 PLAN Ø SONOTUBE ONRETE FILLED 1 0 D FOR SITE PLAN ONTROL FOUNDATION GRADE BEAM PROVIDE 3 FOOT REST FOR ALL VEHIULAR AND BAR GATES SETION 1: 1: 1: 1: MAN GATE. ENSURE 180 DOOR SWING DOUBLE GATE - REINFORED AS PER MANUFATURES' SPE WELD 5mm TOP AP TO BOLLARD ROD OF LATH GATE TIMBER FAING GATE STEEL HSS FRAME SPES AND A002 NEW VINYL OATED HAINLINK FENE. FINISHED GRADE. ( PLAN) ONRETE FOOTINGS. (TYPIAL) AS PER MANUFATURES SPEIFIATIONS. SPES AND A002 NEW VINYL OATED HAINLINK FENE. FINISHED GRADE. ( PLAN) ONRETE FOOTINGS. (TYPIAL) AS PER MANUFATURES SPEIFIATIONS. FOOTBOLT ENTRE REST, DETAIL 4/ PROVIDE FOOTBOLT & REST IN OPENED POSITION LOATED TO ENSURE FULL WIDTH SWING. DETAIL 4/. STEEL HSS POST AT ENLOSURE GATES STEEL HSS BOLLARD BEYOND STEEL HSS POST AT BAK OF ENLOSURE LATH WITH PLATE MEHANIALLY FASTENED TO HSS 12Ø LATH ROD WELDED TO BOLLARD 1 HIGH STEEL BOLLARD 40 ROD OF LATH 76.2x76.2 GATE STOP WELDED TO BAK SIDE OF GATE FRAMING. LOSE ENDS. 1: 1: 1: ENTRELINES OF SONOTUBE AND SIGN POST SLAB THIKENING ALL AROUND ONRETE URB ONRETE URB ONRETE URB TYPIAL NOTES: - THE SIGN MANUFATURER SHALL PROVIDED THE SIGNAGE, BASE PLATES, ANHORS AND BOLTS AND ALL RELATED MATERIALS. - THE SONOTUBE INSTALLATION AND ALL RELATED MATERIALS SHALL BE THE RESPONSIBILITY OF THE GENERAL ONTRATOR. SIGNAGE DESIGN BY SHOOL BOARD THE DISTANE BETWEEN ENTRELINES OF SONOTUBE AND SIGN POST SHALL BE DETERMINED BY SIGN MANUFATURER. TYPIAL (N.I..) xx5mm HSS TYPIAL (N.I..) OVER AP FOR BASE PLATE TO FIT TIGHT TYPIAL (N.I..) x255x16mm BASEPLATE STEEL REINFORING ELEVATION 7/A002 ADDITIONAL THIKENING AT BOLLARD POURED ON. SLAB SIM GARBAGE BIN - N.I.. 3 GARBAGE BIN - N.I.. 1% SLOPE GARBAGE BIN - N.I SLAB REINFORING: O/ EAH WAY AT MID DEPTH ALL REINFORING TO BE EPOXY OATED. TYPIAL TIMBER BOARDS SIM. REINFORING FRAME ELEVATION 7/A TYPIAL BASEPLATE AND HSS IN PLAN 0 SONOTUBE FRONT ELEVATION SONOTUBE SIDE ELEVATION TYPIAL TOP OF FINISH GRADE REINFORING TO BE 4-15 VERTIALS WITH 4-10 IRULAR TIES LY SPAED. mm MINIMUM ONRETE OVER. TYPIAL 400mmØ SONOTUBE, ONRETE FILLED TYPIAL GRANULAR FILL GEOTEHNIAL TYPIAL SUBGRADE GEOTEHNIAL TEMPLATE FOR BASE TO BE PROVIDED BY SIGN MANUFATURER TYPIAL SLOPE GRIND SMOOTH TOP OF ONRETE BASE ANHORS TO BE PROVIDED BY SIGN MANUFATURER AND INSTALLED BY GENERAL ONTRATOR PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE D'EST 4000, RUE LABELLE, K1J 1A1 TYPIAL OMPATED GRANULAR FILL BELOW SONOTUBE SALE ÉHELLE No No HEKED BY 1: 1: FIHIER AAD FILE:

4 SOER GOAL POST LANDSAPE - SOD AND TOP SOIL STEEL POST HSS x x 7.95, WELD AP ON TOP 38 x 140 PRESSURE TREATED TIMBER ±10.5mm SPAING STAINED TO OLOUR SELETED BY ARHITET 76.2 x 76.2 HSS GATE FRAME xx16 STEEL PLATE 102x102x13 STEEL ANGLE 3 Ø x 1800 DEEP ONRETE FOOTING WRAP WITH 2 LAYERS OF 6 MIL 1:10 SAND FILL Ø (NTS) EQ. EQ. EQ. 1 0 HEAVY DUTY USTOM PIVOT HINGE (X4) x 3 x 16 STEEL PLATE WELDED TO U/S OF POST & 4-19Ø ANHOR BOLTS ON 25mm SETTING BED, TYPIAL NOTES: HSS STEEL GATE POST /W 5mm WELDED AP ON TOP. 76.2x76.2x6.35 HSS FRAMING 38x140 PRESSURE TREATED TIMBER ±12.5mm AND STAINED TO OLOUR SELETED BY ARHITET ONTINUOUS 102x102x7.9 STEEL ANGLE xx8 STEEL PLATE, GATE ELEVATIONS 10/ AND 11/ FOR LOATIONS ONTINUOUS x8 STEEL PLATE ONTINUOUS 102x102x7.9 STEEL ANGLE 76x76x6 HSS FRAMING DIAGONAL BRAE BEYOND 38x140 PRESSURE TREATED TIMBER ±12.5mm AND STAINED TO OLOUR SELETED BY ARHITET ONTINUOUS 6mm STEEL PLATE ONTINUOUS x17 STEEL HANNEL ONTINUOUS 6mm STEEL PLATE 38x140 PRESSURE TREATED TIMBER ±12.5mm AND STAINED TO OLOUR SELETED BY ARHITET 76x76x6 HSS FRAMING TYP. X 3 X 16 STEEL PLATE /W 4-19Ø BOLTS ON 25 HIGH STRENGTH NON-SHRINK SETTING BED ASPHALT PAVING REFER TO GEOTEHNIAL 1. ALL REINFORING BARS TO BE EPOXY OATED. 2. ALL STEEL ITEMS INLUDING FASTENERS TO BE HOT DIPPED GALVANIZED. 3. GATE ONSTRUTION: POSTS: X X 7.95 HSS, DIAGONAL MEMBER: 76.2 X 76.2 X 6.35 HSS, PREDRILLED AS REQ'D FOR FASTENING TIMBER FAING N.T.S. 8 EQ EQ EQ EQ M O/ 0dp OMPATED RUSHED STONE BASE, 98% PROTOR 4-15M ONT. PROVIDE NUTS AT EAH BOLT AND UNDER ANHOR PLATE O/ EAH WAY AT MID DEPTH 10M 400 O/ SLAB 2 1:25 1 NOTES: 1. ALL REINFORING BARS TO BE EPOXY OATED. 2. ALL STEEL ITEMS INLUDING FASTENERS TO BE HOT DIPPED GALVANIZED. 3. GATE ONSTRUTION: POSTS: 203.2x152.4x7.95 HSS, DIAGONAL MEMBER: 76.2x76.2x6.35 HSS, PREDRILLED AS REQ'D FOR FASTENING TIMBER FAING. 10M O/ x17 STEEL HANNEL x PRESSURE TREATED WOOD TIMBER PROVIDE NUTS AT EAH BOLT AND UNDER ANHOR PLATE 4-15M ONT. 800 N.T.S. 25 (N.T.S.) 340 HSS STEEL GATE POST /W 5mm WELDED AP ON TOP. 10mm STEEL SPAER BETWEEN WOOD BOARD AND STEEL HSS HSS 76.2x X 140 PRESSURE TREATED TIMBER FAING 10mm STEEL SPAER BETWEEN WOOD BOARD AND STEEL HSS 10M 400 O/ SLIDING BOLT GATE LATH 1 HIGH STEEL BOLLARD HSS x x 7.95 /W 5mm TOP AP x 3 x 16 STEEL PLATE WELDED TO U/S OF BOLLARD ON 25mm SETTING BED TYP. X 3 X 16 STEEL PLATE /W 4-19Ø BOLTS ON 25 SETTING BED 15M HORIZ. ONT. ONRETE URB SHEAR KEY 2 SLAB ONSTRUTION: SLAB TO BE 30 MPA ON. 6% ± 1% AIR ENTRAINED ON. 2x20M T&B ALL AROUND /W ORNER BARS 0 x 0 O/ EAH WAY AT MID DEPTH 0dp OMPATED RUSHED STONE BASE, 98% PROTOR STEEL POST HSS x x 7.95, WELD AP ON TOP 38 x 140 PRESSURE TREATED TIMBER ±10.5mm SPAING AND STAINED TO OLOUR SELETED BY ARHITET xx16 STEEL PLATE EQ. EQ. EQ. x17 STEEL HANNEL x PRESSURE TREATED WOOD TIMBER HOT DIP GALVANIZE ALL STEEL MEMBERS HOT DIP GALVANIZE ALL STEEL MEMBERS x 3 x 16 STEEL PLATE WELDED TO U/S OF POST & 4-19Ø ANHOR BOLTS ON 25mm SETTING BED, TYPIAL PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE D'EST 4000, RUE LABELLE, K1J 1A1 SALE ÉHELLE No No HEKED BY 1:10 1:10 1: FIHIER AAD FILE:

5 ALL STEEL ITEMS INLUDING FASTENERS TO BE HOT DIPPED GALVANIZED x76.2x6.35 STEEL HSS HORIZONTAL REINFORING ABOVE STEEL PLATE x170x16 GATE STOP ABOVE, DETAIL 7/ FOR LATH, DETAIL 7/ OF DOOR OPENING 27 ANHOR PLATE x3x16 1 HIGH STL BOLLARD HSS 203.2x152.4x7.95 c/w 5mm TOP AP 76.2x76.2x6.35 STEEL HSS FRAME BETWEEN FRONT AND BAK POSTS 203.2x152.4x7.95 STEEL HSS POST WELD AP ON TOP x3x16 STEEL PLATE WELDED TO U/S OF POST & 4-19Ø BOLTS TYPIAL HSS 76.2x 76.2x6.35 FIBROUS JOINT FILLER ONRETE WALKWAY R25 GEOTEHNIAL VARIES OMPATED GRANULAR FILL - GEOTEHNIAL OMPATED SUBGRADE - GEOTEHNIAL ON. BARRIER URB: /W 2-15M LG DOWELS AT SAW UT EXPANSION JOINTS. (MIN mm OVERAGE) HEAVY DUTY USTOM PIVOT HINGE (4X) STEEL POST HSS 203.2x152.4x7.95 WELD AP ON TOP. TYPIAL ON ALL 4 ORNERS OF ENLOSURE x3x16 STEEL PLATE WELDED TO U/S OF POST & 4-19Ø BOLTS TYPIAL xx6 BOLT GUIDES WELDED TO GATE FRAME 12Øx LG STAINLESS STEEL SURFAE BOLT 38x140 PRESSURE TREATED TIMBER ±12.5mm MAX. SLOPE = 5% > ONRETE WALKWAY 12mm PREMOLDED JOINT FILLER. R25 ON. BARRIER URB: /W 2-15M LG DOWELS AT EXPANSION JOINTS. (MIN mm OVERAGE) ASPHALT SPES GEOTEH 152 xx6 BOLT REST xx10 STL PLATE FASTENED TO TIMB. FRAME. ONRETE SLAB BELOW xx6 BOLT REST xx10 STL PLATE FASTENED TO TIMB. FRAME. xx6 BOLT GUIDES WELDED TO GATE FRAME 12Øx LG STAINLESS STEEL SURFAE BOLT 38x140 PRESSURE TREATED TIMBER ±12.5mm 1: :5 OMPATED GRANULAR FILL - GEOTEHNIAL 1:10 EDGE OF ASPHALT SHALL BE LEVEL ALL AROUND ENGINEERED WOOD FIBER PLAYGROUND SURFAING THIKEN ASPHALT AT EDGE TO mm AND ROLL 13 MAX. R ASPHALT SLOPE TO DRAIN < (min) (min) 45 PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE D'EST 4000, RUE LABELLE, K1J 1A1 FILTER LOTH TYPE 1 GRANULAR FILL 19mm WEEPING TILE WITH SOK ONNET TO WEEP SYSTEM OMPATED GRANULAR FILL - GEOTEHNIAL FOR TYPE OMPATED SUBGRADE - GEOTEHNIAL SALE ÉHELLE No No HEKED BY 1: FIHIER AAD FILE:

6 ONRETE WALKWAY ( IVIL DRAWINGS FOR SLOPE DIRETION) LANDSAPE - LANDSAPE - SODDED OR DED GRASS AND TOPSOIL ASPHALT PAVING GEOTEHNIAL ONRETE WALKWAY ( IVIL DRAWINGS FOR SLOPE DIRETION) ASPHALT PAVING GEOTEHNIAL GEOTEHNIAL GEOTEHNIAL 60xx UNIT PAVERS ON STONE DUST ( SPE. SETION 02515) 60xx UNIT PAVERS ON STONE DUST ( SPE. SETION 02515) VARIES 85 OMPATED GRANULAR FILL - GEOTEHNIAL OMPATED GRANULAR FILL GEOTEHNIAL FOR TYPE OMPATED SUBGRADE GEOTEHNIAL 600 MIN. OMPATED SUBGRADE - GEOTEHNIAL 1:10 1:10 LANDSAPE - 60xx UNIT PAVERS ON 25 SAND SETTING BED. SPES. OMPATED GRANULAR FILL - GEOTEHNIAL PAVER EDGING SYSTEM /W SPIKES OMPATED SUBGRADE - GEOTEHNIAL OMPATED GRANULAR FILL GEOTEHNIAL FOR TYPE OMPATED SUBGRADE OMPATED GRANULAR FILL - GEOTEHNIAL OMPATED SUBGRADE - GEOTEHNIAL OMPATED GRANULAR FILL - GEOTEHNIAL OMPATED SUBGRADE - GEOTEHNIAL 1:10 1:10 1:10 1:10 ON. BARRIER URB: /W 2-15M LG DOWELS AT EXPANSION JOINTS. (MIN mm OVERAGE) OMPATED SUBGRADE - GEOTEHNIAL LANDSAPE - GEOTEHNIAL OMPATED GRANULAR FILL - GEOTEHNIAL R25 12mm STEEL PLATES, GROUND SMOOTH 12mm STEEL AP W/ 4 STAINLESS STEEL SELF TAPPING, OUNTER-SUNK,FLAT HEAD TAMPER-PROOF SREWS 219Øx6.35mm ROUND H.S.S. ONRETE FILLED LANDSAPE ONDITION: SOD AND TOP SOIL ASPHALT PAVING ONDITION: GEOTEHNIAL mmø SONOTUBE ONRETE FILLED -ALL STEEL HOT DIP GALVANIZED -NO SITE WELDING OMPATED GRANULAR FILL- GEOTEHNIAL FOR TYPE FOOTING WRAPPED WITH 2-LAYERS OF 6-MIL OMPATED SUBGRADE - GEOTEHNIAL ONDITION IN ASPHALT N.T.S. ONDITION IN GRASS PLAN VIEW FLAG POLE ( SPES.) TILT BASE FOOTING WRAPPED WITH 2-LAYERS OF 6-MIL 8-25V TIES LIGHTNING ROD mm PAST BASE OMPATED SUBGRADE - GEOTEHNIAL 900x900 SQUARE 1 SQUARE GRIND SMOOTH EXPOSED TOP OF ONRETE BASE LANDSAPING NEW LIGHT STANDARD SPEIFIATIONS NEW BASE OVER, NUTS, WASHERS, SHIMS AND LEVELLING NUTS. INFILL WITH NON-SHRINK SILION SEALER. 4-12x600 LONG ANHOR BOLTS Ømm SONOTUBE /W VINYL LINING ABOVE GROUND, ONRETE FILLED 6-15M VERTIAL 1-10M O.. 2-ADD TIES mm O.. ONRETE 18 DAYS TO BE 32MPa STRUTURAL SPEIFIATION FOOTING WRAPPED WITH 2 LAYERS OF 6 MIL 1:10 1:20 1:20 1:20 SPES GRIND SMOOTH EXPOSED TOP OF ONRETE BASE PROVIDE 25mm HAMFER LANDSAPING - GRASS AREAS AND ASPHALT AREAS 2 (N.T.S.) LIGHTNING ROD PAST BASE PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE ONSEIL DES ÉOLES ATHOLIQUE DU ENTRE D'EST 4000, RUE LABELLE, K1J 1A1 SALE ÉHELLE HEKED BY APRIL 2016 FIHIER AAD FILE: No No

7 RUE JEANNE MANE EXISTING ONE AND TWO STOREY SHOOL TO BE DEMOLISHED DEMOLITION STAGE II DEMOLITION STAGE I RUE OLMSTEAD EXISTING SHOOL TO BE REMAIN NEW TWO STOREY ELEMENTARY SHOOL NOUVELLE ÉOLE ÉLÉMENTAIRE À DEUX ÉTAGES EXISTING SHOOL TO BE REMAIN EXISTING TRAINING ENTRE TO REMAIN EXISTING GYMNASIUM TO REMAIN PROJET TITLE/TITRE DU PROJET ÉOLE ÉLÉMENTAIRE ATHOLIQUE 349 OLMSTEAD ST. 4000, RUE LABELLE, K1J 1A1 DEMOLITION SITE PLAN AVENUE MARTHUR SALE ÉHELLE 1:0 No No S.R./ HEKED BY A007 A002 1: FIHIER AAD FILE: