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LIST OF DRAWINGS
DRAWING NO. DRAWING TITLE
D-1 SITE LOCATION PLAN
D-2 SITE PLAN
D-3 SITE SERVICING DECOMMISSIONING PLAN
D-4 STAGING PLAN
D-5 PROPOSED TRAFFIC CONTROL PLAN
D-6 FINAL SITE CONDITIONS
D-7 GENERAL NOTES
E-1
ELECTRICAL DESIGN FOR PARKING
GARAGE
E-2 ELECTRICAL DETAILS
consulting engineers
SITE LOCATION
ISSUED FOR TENDER
BUILDING DECONSTRUCTION AND ABATEMENT
OF DESIGNATED SUBSTANCES
OAKVILLE FORMER HOSPITAL SITE
327 REYNOLDS STREET, OAKVILLE, ON
TOWN OF OAKVILLE Project No.: PROP-18-2016
APRIL 2017
CONSULTANT:
DST Project No. GV-SO-026013
consulting engineers
TOWN OF
OAKVILLE
1
D-1
SITE LOCATION PLAN
Site Location
L A
W
S
O
N
S
T
.
G A
L
T
A
V
E
N
U
E
"HELEN LAWSONBUILDING"
PUBLIC PARKINGEXISTING RAMP380 SPACESEXPANDED RAMP508 SPACES
DOCTOR'S PARKINGEXISTING SURFACE LOT 73 SPACES
PUBLIC PARKINGEXISTING SURFACE LOT40 SPACES
PAVED PARKING3 SPACES
PARKING3 SPACES
F.H.
F.H.
F.H.
96.54
96.26
BUS SHELTER
RAMP
GENERATORROOM
ELECTRICALROOM
BOILERROOM
EMERGENCY PARKINGEXISTING SURFACE LOT 9 SPACES
EXISTING U/GFUEL TANKS
EMERGENCY ENTRANCE
F.H.
RETA
ININ
G W
ALL
BUILDING ELEVATIONS:FIRST FLOOR = 89.76 mMAIN FLOOR = 93.28 mSECOND FLOOR = 96.77 mTHIRD FLOOR = 100.06 mFOURTH FLOOR = 103.36 mFIFTH FLOOR = 106.64 m
327 REYNOLDS STREET"OAKVILLE TRAFALGAR MEMORIAL HOSPITAL
BUILDING"
M A
C
D
O
N
A
L D
R
O
A
D
R E Y N O L D S S T R E E T
A L
L A
N S
T R
E E
T
BUS SHELTER
F.H.
BUILDING TO REMAINAND PROTECTED
FIRE SIAMESE CONNECTION
BOLLARD LUMINAIRE
POLE MOUNTED LUMINAIRE
EXISTING SIGN
BUILDING TO BE DECONSTRUCTED
LEGEND:
TREE (TO BE PROTECTED)
BUILDING OUTLINE
(TO REMAIN AND PROTECTED)
GRASS AREA (TO BE PROTECTED)
EXISTING CONCRETE FOUNDATION
WALL (TO REMAIN AND PROTECTED)
EXISTING RETAINING WALL
(TO REMAIN AND PROTECTED)
APPROXIMATE WATER VALVE LOCATION
POLE
EXISTING CHAIN LINK FENCE
HYDRO POLE/STREET LIGHT
ROAD SIGN
consulting engineers
TOWN OF
OAKVILLE
1
D-2
SITE PLAN
1:1000
FIRE SIAMESE CONNECTIONBOLLARD LUMINAIRE
POLE MOUNTED LUMINAIRE
EXISTING SIGN
BUILDING TO BE DECONSTRUCTED
LEGEND:
TREE (TO BE PROTECTED)
BUILDING OUTLINE
(TO REMAIN AND PROTECTED)
GRASS AREA (TO BE PROTECTED)
EXISTING CONCRETE FOUNDATION
WALL (TO REMAIN AND PROTECTED)
EXISTING RETAINING WALL
(TO REMAIN AND PROTECTED)
APPROXIMATE WATER VALVE LOCATION
POLE
EXISTING CHAIN LINK FENCE
HYDRO POLE/STREET LIGHT
ROAD SIGN
WATER LINE
HYDRO UNDERGROUND DUCT/CABLE
BELL CANADA (CONDUIT)
HYDRO OVERHEAD CABLE
CABLE TV/FIBER OPTIC
STORM SEWER LINE TO REMAIN
PIPE CAPPING LOCATION
GAS VALVE TO BE REMOVED
GAS LINE
SANITARY LINE TO REMAIN
TELEPHONE CABLE
NOTES:
1. LOCATIONS OF UTILITIES SHOWN ARE FOR INFORMATION
ONLY. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND AND ABOVEGROUND UTILITIES.
2. LOCATIONS OF UTILITIES ARE APPROXIMATE AND ACTUAL
CONDITIONS WILL VARY
3. REFER TO DRAWING D-7 FOR GENERAL NOTES.
SOURCES:
1. PVS CONTRACTORS LOCATES REPORT
20162023536-1033090, MAY 13, 2016.
2. COGECO LOCATES REPORT ON MAY 18, 2016.
3. ROGERS REPORT 20162023526 ON MAY 12, 2016.
4. REGION OF HALTON LOCATES REPORT ON JULY 6, 2016.
5. SITE HISTORICAL PLANS PROVIDED BY TOWN OF
OAKVILLE.
HYDRO MANHOLE
APPROXIMATE LOCATION ELECTRICAL CONDUIT
C.B.W.D. CATCH BASIN WATER DEPTH (MEASURED ON SITE, JULY 2016)
C.B.B.D. CATCH BASIN BED DEPTH (MEASURED ON SITE, JULY 2016)
WATER LINE TO BE REMOVED
BELL CANADA (CONDUIT)
HYDRO OVERHEAD CABLE
CABLE TV/FIBER OPTIC
GAS VALVE TO BE REMOVED
GAS LINE TO BE REMOVED
TELEPHONE CABLE
APPROXIMATE LOCATION ELECTRICAL CONDUIT
X
X
XX
XX
X
X
XX
XX
X
X
X
HYDRO UNDERGROUND DUCT/CABLE
XX
GAS LINE DECOMMISSIONED AND ABANDONED IN PLACE
X
M A
C
D
O
N
A
L D
R
O
A
D
R E Y N O L D S S T R E E T
G A
L
T
A
V
E
N
U
E
A L
L A
N S
T R
E E
T
"HELENLAWSONBUILDING"
PUBLIC PARKINGEXISTING RAMP380 SPACESEXPANDED RAMP508 SPACES
DOCTOR'S PARKINGEXISTING SURFACE LOT 73 SPACES
PUBLIC PARKINGEXISTING SURFACE LOT40 SPACES
PAVED PARKING3 SPACES
F.H.
F.H.
F.H.
F.H.
96.54
96.26
BUS SHELTER
RAMP
GENERATORROOM
ELECTRICALROOM
BOILERROOM
EMERGENCY PARKING EXISTING SURFACE LOT 9 SPACES
EXISTING U/GFUEL TANKS
EMERGENCY ENTRANCE
F.H.
327 REYNOLDS STREET"OAKVILLE TRAFALGAR MEMORIAL HOSPITAL BUILDING"
RETA
ININ
G W
ALL
HMH
F.H.
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BUILDING TO REMAINAND PROTECTED
XX
consulting engineers
TOWN OF
OAKVILLE
1
D-3
SERVICING PLAN
1:1000
M A
C
D
O
N
A
L D
R
O
A
D
R E Y N O L D S S T R E E T
G A
L
T
A
V
E
N
U
E
A L
L A
N S
T R
E E
T
"HELENLAWSONBUILDING"
PUBLIC PARKINGEXISTING RAMP380 SPACESEXPANDED RAMP508 SPACES
PUBLIC PARKINGEXISTING SURFACE LOT40 SPACES
F.H.
F.H.
F.H.
F.H.
96.54
96.26
BUS SHELTER
RAMP
GENERATORROOM
ELECTRICALROOM
BOILERROOM
F.H.
RETA
ININ
G W
ALL
BUILDING ELEVATIONS:FIRST FLOOR = 89.76 mMAIN FLOOR = 93.28 mSECOND FLOOR = 96.77 mTHIRD FLOOR = 100.06 mFOURTH FLOOR = 103.36 mFIFTH FLOOR = 106.64 m
327 REYNOLD STREET"OAKVILLE TRAFALGAR MEMORIAL HOSPITAL
BUILDING"
GATE
GATE
EMERGENCY EXIT
GATEEMERGENCY EXIT
BUILDING TO REMAINAND PROTECTED
FIRE SIAMESE CONNECTION TO BE REMOVED
BOLLARD LUMINAIRE
POLE MOUNTED LUMINAIREEXISTING SIGN
BUILDING TO BE DECONSTRUCTED
LEGEND:
TREE (TO BE PROTECTED)
BUILDING OUTLINE (TO REMAIN AND PROTECTED)
GRASS AREA (TO BE PROTECTED)
EXISTING CONCRETE FOUNDATION WALL (TO REMAIN
AND PROTECTED)
EXISTING RETAINING WALL (TO REMAIN AND PROTECTED)
APPROXIMATE WATER VALVE LOCATION
TO REMAIN
POLE
EXISTING CHAIN LINK FENCE TO REMAIN IN PLACE
HYDRO POLE/STREET LIGHT
ROAD SIGN
PROPOSED STAGING AREA
DEMOLITION NOTES:
APPROXIMATE LOCATION OF 3.0 m TEMPORARY
CONSTRUCTION PLYWOOD FRAMED HOARDING WITH
GATES
TEMPORARY TRAFFIC SIGN
TEMPORARY CONCRETE BLOCK BARRIER
GAS VALVE TO BE REMOVED
GAS LINE PREVIOUSLY DECOMMISSIONED AND ABANDONED IN
PLACE BY UNION GAS. CONTRACTOR TO VERIFY WITH UNION GAS
FOR ANY ADDITIONAL REQUIREMENTS
EXISTING CONCRETE PLANTERS AND OTHER OUTDOOR
FURNITURE ON BUILDING SITE TO BE REMOVED.
EXISTING UNDERGROUND FUEL TANKS TO BE REMOVED IN
ACCORDANCE WITH APPLICABLE PROVINCIAL STANDARDS AND
REGULATIONS.
EXISTING LOADING DOCK CONCRETE STEPS AND CONCRETE WALL
ATTACHED TO THE BUILDING FOUNDATION TO BE REMOVED.
NECESSARY EXISTING SIGNS ONSITE TO REMAIN AND
PROTECTED. SIGNS RELATED TO THE HOSPITAL FACILITY TO
BE REMOVED. (TYP.)
EXISTING BOLLARDS LUMINAIRE AND POLE MOUNTED
LUMINAIRE TO REMAIN. (TYP.)
EXISTING CONCRETE FENCES, RAMPS, CONCRETE STEPS, STAIRS
AND RAILS TO REMAIN AND PROTECTED (TYP.).
ONSITE CONCRETE SIDEWALKS TO REMAIN, PROTECTED AND
REINSTATED UPON WORK COMPLETION TO ITS ORIGINAL
CONDITIONS OR BETTER (TYP.).
DAMAGED ONSITE CONCRETE CURBS TO BE REINSTATED AS
NEWLY INSTALLED AND PAINTED (TYP.).
ONSITE TREES TO BE PRESERVED AND PROTECTED (TYP.).
GRASSED AREAS TO BE PROTECTED, DAMAGED GRASSED AREAS
TO BE REINSTATED UPON ONSITE WORK COMPLETION (TYP.).
EXISTING ASPHALTED PARKING AREAS TO BE PROTECTED,
DAMAGED AREAS TO BE REINSTATED UPON THE ONSITE WORK
COMPLETION (TYP.).
UNDERGROUND CONCRETE TUNNEL TO BE REMOVED.
OVERHUNG CANOPY TO BE REMOVED, ALL PEDESTALS
UNDERNEATH TO BE CUT FLUSH TO THE ADJACENT FINISH LEVEL.
ALL EXPOSED STEEL BARS TO BE SAW CUT.
EXISTING CHIMNEY STACK TO BE REMOVED.
TRAFFIC SIGNS ONSITE TO REMAIN AND PROTECTED (TYP.).
EXISTING CONCRETE FOUNDATION WALLS AT THIS LOCATION TO
REMAIN AND PROTECTED. EXISTING ADJACENT GROUND SURFACE
ELEVATIONS TO REMAIN. THE DIFFERENCE IN ELEVATIONS
BETWEEN THE TWO SURFACES TO BE BACKFILLED AND SLOPED
AT 5:1 (H:V) FINISH SURFACE RAMP.
EXCAVATION EDGES TO BE SAW CUT AT 1.0 m DISTANCE FROM
FORMER BUILDING FOOTPRINT EXCEPT AT CONCRETE
CURBS AND SIDEWALKS (TYP.) .
EXISTING HOLDING TANK TO BE DECOMMISSIONED
AND REMOVED.
EXISTING SIAMESE CONNECTIONS TO BE REMOVED.
SOLAR PANEL COMPONENTS TO BE REMOVED AND DISPOSED OFF
SITE.
PARKING METER TO BE REMOVED AND DISPOSED OF
APPROPRIATELY.
1
D-4
STAGING PLAN
1:1000
consulting engineers
TOWN OF
OAKVILLE
NOTES:
1. REFER TO DRAWING D-5 FOR OVERALL SITE TRAFFIC CONTROL PLAN.
2. REFER TO DRAWING D-7 FOR GENERAL NOTES.
- M
A C D
O
N
A L D
R O
A D
-
- L A W
S O
N
S T R E E T -
- R E Y N O L D S S T R E E T -
-G
A L T A V E N
U
E -
"HELENLAWSONBUILDING"
PUBLIC PARKINGEXISTING RAMP380 SPACESEXPANDED RAMP508 SPACES
PUBL
IC P
ARKI
NG
F.H.
F.H.
F.H.
F.H.
BUS SHELTER
F.H.
RETA
ININ
G W
ALL
TC-1
TC-1
TC-1
327 REYNOLD STREET"OAKVILLE TRAFALGAR MEMORIAL
HOSPITAL BUILDING"
-
A
L
L
A
N
S
T
R
E
E
T
-
THRO
UGH
SPRU
CE S
TREE
T, &
MAPL
E AV
ENUE
PIN
E AV
ENUE
TEMPORARY CONSTRUCTION
PLYWOOD-FRAMED
HOARDING FENCE
CONSTRUCTION/WORK AREA
PROPOSED STAGING AREA
SOURCES:
1. TOWN OF OAKVILLE MAPS, 2015.
2. OTM BOOK 7, 2014, TABLE B - WORK ZONE
COMPONENT DIMENSIONS:
LONG DURATION WORK (NON-FREEWAYS)
CONSTRUCTION TRUCK TRAFFIC
NO CONSTRUCTION TRAFFIC IS ALLOWED VIA ALLAN ST.
LEGEND:
CONCRETE BLOCK BARRIERS
TEMPORARY TRAFFIC SIGN
PER OTM BOOK 7
PUBLIC TRAFFIC
TC-1
EMERGENCY EXIT ONLYNO CONSTRUCTION TRUCKS ARE PERMITTED
EMERGENCYEXIT
EMERGENCY EXIT
- A
L
L
A
N
S
T
R
E
E
T
-
- R E
Y N
O L
D S
S T
R E
E T
-
- CO
RN
WALL RO
AD
-
T
O
Q
U
E
E
N
E
L
I
Z
A
B
E
T
H
W
A
Y
(
H
W
Y
4
0
3
)
V
I
A
T
R
A
F
A
L
G
A
R
R
O
A
D
EXIT
ENTRANCE EXIT
ENTRANCE
-
C
O
R
N
W
A
L
L
R
O
A
D
-
BUILDING TOREMAIN ANDPROTECTED
EMER
GENC
Y EX
IT
consulting engineers
TOWN OF
OAKVILLE
NOTES:1. CONTRACTOR TO CONTROL SITE ACCESS AND MOBILIZATION IN ACCORDANCE WITH THIS SITE TRAFFIC MANAGEMENT PLAN TO ENSURE PUBLIC AND WORKERS SAFETY TRANSPORTATION AROUND THE SITE DURING
DECONSTRUCTION ACTIVITIES.2. SITE ENTRANCE AND EXITS FOR CONSTRUCTION TRAFFIC AS FOLLOWS: ENTER IN THROUGH ALLAN ST. (NO EXITS THROUGH ALLAN ST.), AND EXIT VIA REYNOLDS ST. (NO ENTRANCE THROUGH REYNOLDS ST.).3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPLY AND INSTALLATION OF THE REQUIRED TRAFFIC MANAGEMENT COMPONENTS IN COMPLIANCE WITH THE ONTARIO TRAFFIC MANUAL (MTO) BOOK 7 OF THE
MINISTRY OF TRANSPORTATION ONTARIO.4. CONTRACTOR TO VERIFY ADEQUACY OF EXISTING ROADS AND ALLOWABLE LOAD LIMIT ON THESE ROADS, INCLUDING ACQUIRING PERMITS AS REQUIRED.5. CONTRACTOR SHALL REPAIR ANY DAMAGE TO ROADS CAUSED BY CONSTRUCTION OPERATIONS.6. CONTRACTOR TO PROVIDE THE REQUIRED MEASURES TO PROTECT AND DIVERT TRAFFIC INCLUDING: PROVISION OF WATCH-PERSONS AND FLAG-PERSONS, ERECTION OF BARRICADES, PLACEMENT OF LIGHTS
AROUND AND IN FRONT OF EQUIPMENT AND WORK AREAS AND DISTINCTIVE MARKINGS FOR SAFE MOVEMENT OF TRAFFIC.7. CONTRACTOR IS RESPONSIBLE FOR THE ERECTION AND MAINTENANCE OF ADEQUATE WARNING, DANGER AND DIRECTION SIGNS ON SITE.8. CONTRACTOR TO MAINTAIN TWO-WAY TRAFFIC OF EXISTING ROADS, UNLESS SPECIFIED, PROVIDE SAFETY AND PRECAUTION SIGNS IN COMPLIANCE WITH LOCAL AUTHORITIES HAVING JURISDICTIONS.9. CONTRACTOR SHALL KEEP INTERFERENCE WITH PUBLIC TRAFFIC TO MINIMUM DURING CONSTRUCTION TRAFFIC ON ROADS SELECTED FOR HAULING MATERIALS TO AND FROM THE SITE.10. CONTRACTOR TO MINIMIZE HEAVY TRAFFIC IMPACT ON SURROUNDING RESIDENTIAL PROPERTIES.11. CONTRACTOR TO ENSURE THAT ROADS ARE CLEANED/SWEPT REGULARLY DURING CONSTRUCTION.12. CONTRACTOR TO ENSURE THAT THERE IS NO CONSTRUCTION TRAFFIC BETWEEN 8:00 to 9:00 am AND 2:30 to 3:30 pm FROM MONDAY TO FRIDAY. CONTRACTOR TO COORDINATE WITH ENGINEER PRIOR TO START OF
CONSTRUCTION, AS THESE TIMES MAY BE FURTHER REFINED.
"FORMER HELENLAWSON
BUILDING"
PUBLIC PARKINGEXISTING RAMP380 SPACESEXPANDED RAMP508 SPACES
PUBLIC PARKINGEXISTING SURFACE LOT40 SPACES
F.H.
F.H.
F.H.
F.H.96.
54
96.26
BUS SHELTER
RAMP
F.H.
RETA
ININ
G W
ALL
" FORMER OAKVILLE TRAFALGAR MEMORIAL HOSPITAL BUILDING"
96.60
93.30
92.00 93.
30
91.97 91.97
92.00
93.30
92.80
92.80
92.75
92.60
92.80
91.70
96.60
92.00
92.35
92.3592.
6593.25
93.55
94.2095.
40
95.70
93.60
96.00
96.3096.
60
95.70
96.30
96.00
96.65
95.89
96.40
96.34
96.40
96.05 94.
62
94.60
96.30
91.70
SLOP
E OF
1 V:
5 H
1 V:5 h
1 V:5
h
BUILDING TO REMAINAND PROTECTED
BOLLARD LUMINAIRE
POLE MOUNTED LUMINAIRE
EXISTING SIGN
LEGEND:
TREE
BUILDING OUTLINE
GRASS AREA
EXISTING CONCRETE FOUNDATION WALL
EXISTING RETAINING WALL
APPROXIMATE WATER VALVE LOCATION
POLE
EXISTING CHAIN LINK FENCE
HYDRO POLE/STREET LIGHT
ROAD SIGN
BACKFILLED AND HYDROSEEDED AREAS
9
2
.
0
0
EXISTING SURFACE ELEVATION (m)
SURFACE FLOW DIRECTION (APPROX)
consulting engineers
TOWN OF
OAKVILLE
1
D-5
FINAL SITE CONDITIONS
1:1000
NOTES:
1. REFER TO DRAWING D-7 FOR GENERAL NOTES.
consulting engineers
TOWN OF
OAKVILLE
1. GENERAL NOTES
1.1. PERFORM ALL WORK IN ACCORDANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT AND ALL FEDERAL, PROVINCIAL AND MUNICIPAL REGULATIONS, CODES AND STANDARDS.
1.2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF OAKVILLE DEVELOPMENT ENGINEERING PROCEDURES AND GUIDELINES AND ONTARIO PROVINCIAL STANDARD DRAWINGS AND SPECIFICATIONS WHERE APPLICABLE.
1.3. NOTE THAT THE EXISTING GRADES AND WORKS SHOWN MAY NOT REFLECT THE ACTUAL SITE CONDITIONS, BIDDING CONTRACTORS SHALL VERIFY ALL EXISTING UNDERGROUND AND ABOVE GROUND SITE CONDITIONS AND MAKE
ALLOWANCE IN THE BIDDING PRICE.
1.4. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. DRAWINGS SHOULD NOT BE SCALED BY CONTRACTOR. ANY MISSING OR QUESTIONABLE DIMENSIONS ARE TO BE CONFIRMED WITH THE CONSULTANT IN WRITING.
1.5. VERIFY THE LOCATION OF ALL ABOVE AND BELOW GROUND UTILITIES AND SERVICES PRIOR TO DECONSTRUCTION. LOCATIONS OF ALL BURIED SERVICES, INCLUDING THE UTILITY TRENCHES, ARE NOT AS SHOWN AND WILL VARY.
CONTRACTOR TO REMOVE AND CAP AT NO EXTRA COST DUE TO DIFFERENT CONDITION THAN SHOWN. EXACT LOCATION OF UTILITY CAPPING WILL VARY BASED ON UTILITY AGENCY APPROVALS. DEMOLITION CONTRACTOR TO
RESTORE ALL DISTURBED SURFACES LOCATED ON SITE FROM UTILITY REMOVALS/CAPPING TO SAME OR BETTER CONDITIONS.
1.6. DECOMMISSION FLUSH AND REMOVE ALL ON SITE UNDERGROUND STORAGE TANKS. ALL VOIDS RESULTED FROM THE TANKS REMOVALS TO BE BACKFILLED, DISTURBED SERVICES TO BE RESORTED TO ITS ORIGINAL OR BETTER
CONDITIONS. CONTRACTOR TO LOCATE THE EXACT LOCATION OF THESE UNDERGROUND HOLDING TANKS ON SITE.
1.7. DECOMMISSION AND REMOVE TWO UNDERGROUND DIESEL FUEL STORAGE TANKS IN ACCORDANCE WITH THE PROVINCIAL REGULATIONS FOR UNDERGROUND FUEL TANKS REMOVAL AND SECTION 02 65 00 - UNDERGROUND STORAGE
TANKS REMOVAL.
1.8. DISCONNECT, CAP AND/OR REMOVE ALL UTILITIES AND SERVICES CONNECTED THE HOSPITAL AND HELEN LAWSON BUILDINGS AT 1.0 M DISTANCE AWAY FROM THE BUILDINGS FOOTPRINT PRIOR TO START OF DECONSTRUCTION WORK.
CONTRACTOR TO COORDINATE WITH ALL UTILITIES AGENCIES WITHIN THE TOWN OF OAKVILLE AS REQUIRED.
1.9. RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE PROVINCE OF ONTARIO TO PREPARE A DECONSTRUCTION PLAN IN SUPPORT OF THE DEMOLITION PERMIT. ENGINEER SHALL BE RESPONSIBLE FOR
DESIGN AND INSPECTION OF ALL SUPPORTING STRUCTURES REQUIRED TO PERFORM THE WORK.
1.10. OBTAIN AND PAY FOR ALL REQUIRED LICENSES AND PERMITS TO FACILITATE THE WORK INCLUDING, BUT NOT LIMITED TO, MINISTRY OF LABOUR NOTICE OF PROJECT, TOWN OF OAKVILLE DEMOLITION PERMIT, NOISE EXEMPTION
PERMIT, VIBRATION EXEMPTION PERMIT AND WIDE LOAD VEHICLE PERMIT.
1.11. PRIOR TO DECONSTRUCTION, PREPARE A WASTE AUDIT (WA) AND A WASTE REDUCTION WORKPLAN (WRW) AS REQUIRED BY 3R'S REGULATION O. REG. 102/94. DURING DECONSTRUCTION IMPLEMENT A MATERIAL SOURCE SEPARATION
(MSSP) PROGRAM, AS REQUIRED BY THE 3R'S REGULATION O. REG. 103/94.
1.12. REMOVE DESIGNATED SUBSTANCE AND HAZARDOUS MATERIALS FROM SITE PRIOR TO DECONSTRUCTION AND DISPOSE OF AT DESIGNATED DISPOSAL FACILITIES IN ONTARIO IN SAFE MANNER AND IN ACCORDANCE WITH THE
TRANSPORTATION OF DANGEROUS GOODS ACT (TDGA), O. REG. 347, AND OTHER APPLICABLE REQUIREMENTS AND SECTION 02 81 01 - HAZARDOUS MATERIALS.
1.13. CONTROL DUST AND NOISE TO MINIMIZE DUST PLUME AND REDUCE NOISE BEYOND DECONSTRUCTION /CONSTRUCTION SITE, BY PROVIDING APPROPRIATE MITIGATIVE MEASURES (E.G. TEMPORARY ENCLOSURES, USE OF DUST AND
NOISE SUPPRESSION) DURING DECONSTRUCTION WORK. ADHERE TO ALL APPLICABLE TOWN OF OAKVILLE BY-LAWS AND PROVINCIAL REGULATIONS. PROVIDE CONTINUOUS NOISE MONITORING.
1.14. PROVIDE TEMPORARY CONSTRUCTION FENCING, BARRIERS, SIGNAGE, FLAGMEN AND OTHER FORMS OF PROTECTION AROUND THE PERIMETER OF THE DECONSTRUCTION SITE AS NECESSARY TO PROTECT THE WORKERS AND
PUBLIC FROM INJURY DUE TO WORK PERFORMED.
1.15. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES TO PROVIDE PROTECTION FOR THE RECEIVING STORM SEWER DURING CONSTRUCTION ACTIVITIES. THESE PRACTICES ARE REQUIRED TO ENSURE NO SEDIMENTS
AND/OR ASSOCIATED POLLUTANTS ARE RELEASED TO THE RECEIVING WATER COURSE. THESE PRACTICES INCLUDE INSTALLATION OF SEDIMENT BARRIERS ON ALL EXISTING CATCH BASINS AND MAINTENANCE HOLES AND THE
INSTALLATION OF A SILT FENCE BARRIER (PER OPSD 219.110 AND ASSOCIATED SPECIFICATIONS) ALONG ALL OTHER AREAS THAT SHEET DRAIN OFF SITE. CONTRACTOR ACKNOWLEDGES THAT FAILURE TO IMPLEMENT APPROPRIATE
EROSION AND SEDIMENT CONTROL MEASURES MAY BE SUBJECT TO PENALTIES IMPOSED BY ANY APPLICABLE REGULATORY AGENCY.
2. FULL DECONSTRUCTION OF HOSPITAL BUILDING & HELEN LAWSON BUILDING
2.1. PERFORM DECONSTRUCTION IN STAGES STARTING FROM THE HIGHEST LEVEL AT THE BUILDING PERIMETER ALL THE WAY TO THE FIRST FLOOR.
2.2. DECONSTRUCT AND REMOVE ALL STRUCTURES CONTAINED WITHIN THE BUILDING FLOORS ABOVE AND BELOW THE GRADE COMPLETELY.
2.3. DECONSTRUCT AND REMOVE ALL BASEMENT FOUNDATION WALLS AND PADS, STEEL COLUMNS, CONCRETE COLUMNS AND CONCRETE SLAB ON GRADE. ALL STEEL COLUMN BASES TO BE CUT TO THE TOP OF CAISSONS TO A MINIMUM
OF 1M BELOW PROPOSED GRADE, ALL CAISSONS TO REMAIN IN PLACE WHERE APPLICABLE.
2.4. SAW CUT SURFACES SURROUNDING THE BUILDING FOOT PRINT PERIMETER AT 1.0 M DISTANCE AWAY FROM THE BUILDING FOUNDATION WALL.
2.5. REMOVE AND RECYCLE ALL ELEVATORS INSIDE THE BUILDING AND ALL MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED PIPES AND WIRING FROM INSIDE THE ELECTRICAL ROOM, MECHANICAL ROOM AND THE UTILITY
TRENCHES.
2.6. ALL EXTERIOR WINDOWS GLAZING AND INTERIOR WINDOWS GLASS TO BE PROPERLY REMOVED AND RECYCLED IN A MANNER THAT DOES NOT CAUSE ANY HARM TO WORKERS AND PUBLIC BEFORE STARTING BUILDING
DECONSTRUCTION.
2.7. DECONSTRUCT AND REMOVE FIRST FLOOR CONCRETE SLAB ON GRADE INCLUDING STEPS TO THE BELOW GRADE CRAWL SPACE AND BASEMENT FLOOR AS APPLICABLE.
2.8. REMOVE AND RECYCLE ANY MECHANICAL AND ELECTRICAL EQUIPMENT IN THE BOILER ROOM.
3. BACKFILLING
3.1. DO NOT BEGIN BACKFILL WORK UNTIL CONSULTANT HAS PROVIDED AUTHORIZATION TO PROCEED.
3.2. INSPECT SOIL AROUND AND BELOW BURIED FOUNDATIONS STRUCTURES BEFORE START BACKFILLING THE BASEMENT VOID FOR ANY ENVIRONMENTAL CONCERNS .
3.3. BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 31 23 33.01 EXCAVATING, TRENCHING AND BACKFILLING.
3.4. SIDE SLOPE OF EXCAVATIONS SHOULD BE SLOPED IN ACCORDANCE TO THE REQUIREMENTS OF O.REG. 213/91 UNDER THE OCCUPATIONAL HEALTH AND SAFETY ACT.
3.5. BACKFILL ALL EXCAVATIONS AND VOIDS CREATED BY DECONSTRUCTION AND REMOVAL ACTIVITIES WITH APPROVED INERT CRUSHED CONCRETE (TO 100 mm MINUS) AND IMPORTED ENGINEERED FILL MATERIALS TO MATCH
SURROUNDING GRADES MINUS 100 MM COMPACT FILL MATERIALS IN 300 MM LIFTS TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY.
3.6. IN ACCORDANCE WITH THE WASTE REDUCTION WORKPLAN (WRW), CONCRETE GENERATED DUE TO DECONSTRUCTION OF FOUNDATIONS, CONCRETE SLAB/FLOORS, WALLS AND OTHER STRUCTURE COMPONENTS MAY BE CRUSHED
AND PROCESSED ON SITE FOR REUSE.
3.7. METAL, REBAR, BRICK OR ANY OTHER DELETERIOUS SUBSTANCES INCLUDING ASSOCIATED FLOORING MATERIALS, SUCH AS TAR PAPER AND OTHER ADHESIVE MATERIALS, NOT PERMITTED IN RECYCLED CONCRETE BACKFILL.
4. SITE GRADING
4.1. PERFORM SITE GRADING IN ACCORDANCE WITH SECTION 31 22 13 - ROUGH GRADING. FINAL BACKFILLED SURFACES, WHERE FORMER BUILDINGS FOOT PRINT WERE PRESENT ARE TO BE GRADED TO MATCH THE EXISTING SITE
NATURAL SLOPE PRIOR TO DEMOLITION.
4.2. MATCH FINAL FINISH GRADE ELEVATION OF BACKFILLED AREAS TO EXISTING ADJACENT SURFACE GRADE ELEVATION UP TO MINUS 100 mm FROM FINAL GRADE ELEVATION TO ACCOMMODATE THE TOPSOIL LAYER.
5. SITE RESTORATION:
5.1. ALL DISTURBED AREA SURROUNDING THE BUILDING DUE TO DECONSTRUCTION WORK TO BE RESTATED TO ORIGINAL OR BETTER CONDITIONS BY THE GENERAL CONTRACTOR.
5.2. APPLY A TOP SOIL LAYER OF 100 MM THICKNESS ON TOP OF BACKFILLED AND GRADED AREAS ON SITE AS SHOWN ON DRAWING D-6.
5.3. HYDROSEED ALL FINISHED TOP SOIL APPLIED SURFACES AND MAINTAIN HEALTHY GRASS GROWTH FOR A PERIOD OF ONE YEAR WARRANTY FOLLOWING GERMINATION.
5.4. ALL DAMAGES TO EXISTING LANDSCAPE FEATURES DUE TO DECONSTRUCTION SUCH AS HARD SURFACES, RETAINING WALLS, TREES, ETC SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITIONS TO THE THE SATISFACTION OF
OWNER.