Project Management Plan Draft Sporting Life Collingwood - Created by: Michael Dixon Date: November 22, 2020 Version 1.0
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Project Management
Plan Draft
Sporting Life
Collingwood
Created by: Michael Dixon
Date: November 22, 2020
Version 1.0
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 2 of 25
Table of Contents
1. General, Project Safety and Security ........................... 4Error! Bookmark not defined.
A(1.1) Project Description ............................................................................................... 4
B(1.2) Project Team Contact Information (Owner, Consultant, Contractor)…………………..4
C(1.3) Construction Schedule (Milestones) ....................................................................... 7
D(1.4) Construction Safety and Security............................................................................ 8
E(1.5) Fire and Emergency Access .................................................................................... 9
F(1.5) Hours of Construction ......................................................................................... 10
G(1.5) Construction Process Outline ............................................................................... 10
i) Excavating and Grading .................................................................................... 10
ii) Shoring........................................................................................................... 11
iii) Servicing ........................................................................................................ 11
iV) Crane and Hoist Operation ........................................................................................ 12
v) Construction of Structure ................................................................................. 12
vi) Interior and Exterior Finishing .......................................................................... 12
vii) Occupancy .................................................................................................... 13
2. Noise, Dust and Vibration Control ......................................................................... ….13
A(2.1) Preconstruction Survey of Neighbouring Properties ............................................... 13
B(2.2) Dust and Mud Control ......................................................................................... 13
C(2.3) Road Cleaning Schedule ...................................................................................... 14
D(2.4) Emissions and Air Quality Controls ....................................................................... 13
E(2.5) Noise................................................................................................................. 13
F(2.6) Key Project Milestones ........................................................................................ 14
3. Site Management ....................................................................................................... 15
A(4.1) Site Access and Haul Route Map .......................................................................... 16
B(4.2) Fill Source and/or Disposal Site ............................................................................ 17
C(4.3) Vendor Management .......................................................................................... 18
D(4.4) Traffic Management Plan………………………………………………………………………………………..…18
E(4.5) Construction Trailer and Materials Storage Location……………………………………………….…18
F(4.6) Off-Site Requirements ......................................................................................... 18
G(4.7) Delivery Times and Loading Areas .................................................................................. 18
H(4.8) Worker Access and Parking ................................................................................. 18
I (4.9) Pedestrian Access ............................................................................................... 19
J (5.0) Adjacent Propert Access Impacts ......................................................................... 21
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 3 of 25
4. Waste Management ................................................................................................... 21
A(4.1) General Waste Management ............................................................................... 21
B(4.2) Site Tidiness ....................................................................................................... 21
5. Environmental Management ...................................................................................... 21
A(5.1) Erosion and Sediment Control ............................................................................. 21
B(5.2) Water Quality Control ......................................................................................... 21
C(5.3) Tree Protection .......................................................................................... 22 & 23
D(5.4) Spill Response Plan ............................................................................................. 24
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 4 of 25
General, Project Safety and Security
A (1.1) Project Description
This project is located at 222 Hurontario Street in Collingwood, Ontario. It consists of Foundation work, new steel and
decking, new masonry, new partitions including ceilings, new paint, doors and frames, mechanical and electrical.
This project is a restoration to the existing building that unfortunately was burnt down.
B (1.2) Project Team Contact Information
Integricon Contact List - Sporting Life Collingwood
Name Position Phone Number Email Address
Darryl D'Silva Project Manager 416-436-6744 darryl.dsilva@ipcg.ca
Andy Iadinardi Site Supervisor 416-970-6908 andy.iadinardi@ipcg.ca
Michael Dixon Estimator 647-395-4273 michael.dixon@ipcg.ca
DELIVERABLE DESCRIPTION COMPLETED BY APPROVER(S)
Outlines key high level objectives of the
project including, scope, schedule, budget,
1. Project Plan Integricon Project Manager
resources, risk and governance.
Detailed project schedule specific to the
2. Construction physical construction aspects of the
Integricon Project Manager
Project Schedule project.
3. Master High level integrated schedule containing
(Integrated) both operational and construction Integricon Project Manager
Schedule milestones.
4. Risk Register/Issue Consolidated list of any potential project
Integricon Project Manager
Log risks or issues, their likelihood of
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 5 of 25
DELIVERABLE DESCRIPTION COMPLETED BY APPROVER(S)
occurrence, identification of the risk owner
and their mitigation strategy.
5. Communication Detailed communication strategies,
Integricon Project Manager
Matrix schedules and owners.
Questionnaire for project team/external
6. Project Close stakeholders as required to identify project
Consultant
Questionnaire wins and challenges and provide context
for the Project Close Report.
The Project Close-Out Report is the
project’s epilogue. Provides detail on all
7. Project Close project wins and challenges and
Consultant
Report recommendations on how replicate the
good and mitigate the issues in like
projects in future.
Manages the construction process of the
project
Oversees the design drawing process –
IBPA/Tender, IFC , record drawings and
development of trade specifications
Establishes and develops trade tender
process
Initiates construction and 3rd party liability
insurance
Identifies construction staffing and resource
Construction Manager
requirements as necessary; sources staff as
appropriate
Plans, organizes, leads, motivates and
monitors the activities of the construction
staff members / general contractors
Manages construction budget portion of
project. Tracks, manages Construction
Change Control process.
Oversees and manages risks; escalates as
necessary
Construction administration
Construction coordination
Project Technician
Create layout design printouts showing FF&E
and technical equipment (DVR, Monitors, etc)
Project Assists the PM and CM in providing draft
Coordinators/Communications Agendas and Meeting Minutes, Dashboards
Leads for review and distribution.
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 6 of 25
Schedules corporate and on-site resources for
cut-over initiatives.
Books meetings and travel as required.
Budget reconciliation
Function research as required, collation of
information and reporting back to the larger
team.
Purchasing assistance through generation and
follow up of PO’s and other orders.
Liquor license update / changes
Manager, Licensing & Prior to conducting business or the execution
Registration of a contract, notice will be given to the
Compliance Officer.
Provides financial reporting and guidance
related to project
Finance Set up new accounts for new vendors
SEA submissions & management
Asset transfer management
Manages and oversees the budget and
scheduling portion of the FF&E items
Initiates FFE tender bids. Proposes FFE
alternates received from vendors
Purchasing and Fit Out Coordinates installation with vendors and
operations
Provides direction to operations regarding
daily operating items to be ordered outside of
the FF&E items
Manages the low tension requirements for
the project: surveillance, access controls, A/V
, IT
Manages and oversees the budget and
scheduling portion of the low tension
requirements
Responsible for technical recommendations
Manager, IT Operations
Responsible for low tension
Services
recommendations
Documents trouble shooting and reporting
procedures and policies
Trains applicable staff on the use of said
equipment
Trains applicable staff on trouble shooting
and reporting procedures and policies
Identifies surveillance equipment and
Surveillance Director /
procedural requirement to comply with
Manager
company and regulatory policies and
procedures
Identifies access controls equipment and
procedural requirement to comply with
Security Director / Manager
company and regulatory policies and
procedures
Construction Site Supervisor/ Oversees day to day on site construction
CSO / Foreman/ Laborers activities
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 7 of 25
Supervision and coordination of trades on
site. Determines work sequencing of trades
Develops construction schedule based on
overall project milestone
Provides site safety policies and procedures
to construction site as well as areas outside of
construction site boundaries.
Provides carpentry work, site organization
and general cleanup of work site
Provides design and specifications for each of
Architect, Engineering and their disciplines
Design Consultants Development of design concepts, Permit, IFC
and As built drawings
C (1.3) Construction Schedule
Project Schedule:
- Mobilization – March 1 – March 8 (1 Weeks)
- Excavating – March 9 – March 16 (1 Week)
- Concrete Forming and Pour – March 17 – 31 (2 Weeks)
- Backfill and Compact – April 1 – April 7 (5 Days)
- Erect Structural Steel and Metal Deck - April 12 – April 30 (3 Weeks)
- Roofing – May 3 – May 24 (3 Weeks)
- Masonry for Envelope – May 25 – June 15 (3 Weeks)
- Mechanical – June 16 – June 30 (2 Weeks)
- Partition Framing – July 1 – July 22 (3 Weeks)
- Electrical Rough- Ins – July 23 – July 30 (1 Week)
- Drywall – August 1 – September 1 (1 Month)
- Painting – September 1 – September 10 (1.5 Weeks)
- Flooring – September 13 – September 20 (1 Week)
- Mechanical and Electrical Finishes – September 21 – September 24 (2 Days)
- Coordinate Owner Supplier Millwork - September 21 – September 22 (2 Days)
- Occupancy and Demobilization – September 23 – September 28
- Deficiencies (2 Weeks)
Total Timeline – 6 Months
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 8 of 25
D (1.4) Construction Safety and Security
In order to meet the overall goal of project safety and security, the Project will be organized and managed to
accomplish the following objective :
Establish policies regarding acceptable levels of risk, to guide the review and evaluation of safety and
security issues throughout the Project
Provide mechanisms for the formal identification, consideration, elimination or control of hazards to and
vulnerabilities of employees, contractors, emergency responders, and the general public
Verify that appropriate codes, guidelines and standards have been reviewed to provide a basis for safety
and security considerations in the design criteria and implemented to site
Verify that contract deliverables (facilities, systems and equipment) are reviewed against the contract
specifications and drawings (including all approved design changes) for compliance with safety and security
requirements
Verify the emergency preparedness and operational readiness of the Project before entering
commencement of the project
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 9 of 25
E (1.5) Fire and Emergency Access
Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 10 of 25
F (1.6) Hours of Construction
Hours of construction will be Monday to Friday, 7am – 5pm. Weekends may be required.
G (1.7) Construction Process Outline
i) Excavating and Grading
- The primary step is to confirm the extent of soil and clearing of the site (unwanted bush, weeds
and plants)
- Set ground tracing – Process of laying excavation lines and centre lines before excavation
- Place maximum of 4, no less than 2 benchmarks are marked in the corner for the measurement
of level. Benchmarks are usually marked on a permanent structure.
- With the drawing reference and benchmarks, the excavation depth is fixed.
- Excavation commences with either machine or manual depending on the volume needed to be
removed.
- Excavated Material is then removed or stockpiled on site depending upon geotechnical results.
Contaminated soil is to be removed from site and engineered fill is to be put in place of. A
minimum of 1m is to be maintained between stockpile and pit to keep run off from rain entering
the excavated pit.
- If loose soil is the condition, shoring must be in place to avoid collapse.
- Dewatering is to be used providing the area has a high water table or after rainfall
- Backfill and compact with a plate tamper in lifts of 1-2” once concrete forms have been
removed. Water is also used in addition to accomplish a minimum of 98% proctor.
Standard Scope of Work for Excavating
- Setting of corner benchmarks
- Survey for ground levels
- Survey for top levels
- Excavate until approved depths
- Dressing of loose soil
- Making up to cut off level
- Construction dewatering wells and interconnecting trenches
- Marking boundaries of the building
- Constructing trench protection
ii) Shoring
- Shoring is the process of supporting underground walls of a building, trench or floor while under
construction. Shores are usually either jacks, shotcrete or plywood.
- Depending on the soil type, shoring support is usually provided when we need to support an
excavation with at least 1.20-meter difference in levels from the +/- 0.00 level.
- The structural engineer’s drawings are reviewed by the construction team and the pile locations
are marked on site.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 11 of 25
- Early survey information is reviewed, control points are established on-site, and the property
line is confirmed if shoring is present along the property line (which it nearly always is). With this
information in hand, the team can safely and legally proceed with shoring installation.
- The hole for each pile is augered one-by-one and the wide flanges are dropped into place. The
wide flange section can vary depending on the project, however W12s are often used in
residential applications; this requires the augered hole to range anywhere from 18 to 24 inches
in diameter. In the image below, the drilling rig has just completed a 24-inch diameter hole and
is lifting a W12x45 (that’s 12 inches deep and 45 pounds per linear foot) into place.
- In the event of poor soil conditions, where the soil would collapse in on the hole, an auger cast
is used in conjunction with the drilling. A steel sleeve follows the drill to the bottom of the hole,
as the drill retracts, the dirt is pushed upward and replaced with concrete. The wide flange is
then inserted into the concrete filled hole. The image below shows the steel sleeves along with
a pile of wide flanges in the background.\
- Where jacks are used, they are to be placed 1’ from the existing location of the column(s). Once
installed, removal of the column can begin.
Types of Shoring
- H or I-Beam Shoring
- Pile Shoring
- Shotcrete Shoring
- Sheet Piles
- Diaphragm Walls
- Adjustable Jacks
iii) Servicing
- Preliminary steps include reviewing above ground light poles and power supply, Bell/Telephone
cables, pedestals and transformers and landscaping.
- Secondary steps include review and survey of existing underground services – sanitary sewers,
storm sewers, foundation drains, watermain and water services (domestic and fire lines),
including all bedding, diameter, slopes, direction of flow and invert elevations.
- Once identified, shut off requirements from the city/town must be done.
- Once shut off, excavation can begin for the new lines.
- Upon completion of the lines, chlorination included, all services can be opened. In cases where
the water supply line is opened, a thrust block is used in case of the pressure is too high and
damages the flange of new to existing.
- Backfilling of the required bedding is installed and backfilling of either engineered fill or native
begins.
iv) Crane and Hoist Operations
Prior to hoisting or rigging material, the following reviews will be done on site:
- Review of working load limit
- Review of equipment to determine and defective equipment
- Review of weather or wind conditions
- Review of any local electrical contactTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 12 of 25
- Review of hoist line not plumb when crane in place
Procedure
Once all items have been removed, the crane will be put in place. Outriggers will then be extended with pads.
Material must be stockpiled within a safe reach and the required slings, handlines and taglines will be used to
secure the load.
A crane safety check will be done daily by the site supervisor and crane operator. In the case of a basket, an
inspector will Sign off on the condition of the basket. A copy of all safety procedures will be on site at all
times.
v) Construction of Structure
Standard Construction Procedure is as follows:
1) Site Preparation
2) Implement drainage to code
3) Excavate Site
4) Lay Utilities
5) Arrange power, water and sanitation
6) Remove vegetation/grading site
7) Construct temporary storage facilities/mobilization
8) Begin inspections – structural, building code, utilities, HVAC, electrical…etc
9) Foundation work (forming, rebar, concrete)
10) Framing, either structural steel or wood framing
11) Roofing and siding (complete envelope)
12) Interior (HVAC, Electrical, Partitions, Paint, Millwork Flooring) all once envelope is water tight
13) Exterior Landscaping
14) Demobilization
vi) Interior and Exterior Finishing
Interior finishes will consist of framing, gypsum board, acoustic tile, paint, flooring, millwork, doors
and frames.
Exterior finishes will consist of roofing material, brick, siding, paving and landscaping.
vii) Occupancy
Occupancy will be obtained through providing the necessary requirements as per inspections
(rough-in, finish, EAS…etc.). If occupancy is not obtained, a deficiency list will be acquired by the
city inspector and there is a 60 day timeline for correction.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 13 of 25
2. Noise, Dust and Vibration Control
A (2.1) Preconstruction Survey of Neighbouring Properties
None Necessary. Access remains separate for gas station.
B (2.2) Dust and Mud Control
- Reduce Traffic - Vehicles traveling on unpaved roads stir up dust. Reducing the number of
vehicles can reduce dust. Traffic can be reduced voluntarily; encouraging walking is one way.
Traffic can be reduced by restricting vehicle weight or type, or by limiting motor vehicle access
to dirt roads.
- Reduce Speed - Speed limit signs and enforcement can reduce speeds. Drainage channels
across roads and speed bumps can reduce speeds.
- Water on the Road - Moisture in the surface of dirt roads causes particles to stick together. The
moisture content of dirt roads can be increased by watering the road surface. Depending on
weather conditions, a single watering may be effective for hours or for days. When water is
applied alone, it provides a short- term reduction in dust. Regular, light watering is better than
less frequent, heavy watering.
- Mud Mat or Covering Unpaved Roads - Applying gravel to a dirt road surface can reduce dust.
Gravel provides a hard surface protecting soils from vehicle wheels. Local road maintenance
specialists or ADOT contacts can provide information about effective ways of gravelling roads.
Gravel does not reduce the strength of air currents caused by vehicles themselves, so traffic
can still blow loose soil particles into the air. Without a good road base of crushed aggregate,
traffic will push surface gravel down into the ground, especially when the road is wet. If the road
surface does not have enough fine material to cement the surface gravel in place, traffic will
push the gravel away from the driving lanes.
- Slow the Wind - Windbreaks are barriers designed to slow the speed and redirect the flow of
wind. Green silt fence on hoarding will be installed on either a chain-link fence or plywood
hoarding will slow the wind speed.
All will be used to maintain dust and mud.
C (2.3) Road Cleaning Schedule
While on site and during construction, a street sweeper and water truck will be on site at the end of the
to maintain a clean site. Town requirements will be maintained as well.
D (2.4) Emissions and Air Quality Control
While on site no car or truck will idle.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 14 of 25
E (2.5) Noise
Administrative controls, (such as reducing the length of time the worker is required to work in a noisy area), and
the use of personal protective equipment (PPE) are measures that control the noise at the worker. Depending
on the type and level of noise; number of workers exposed, and the type of work, engineering controls might not
always be considered as reasonable solutions. Where the exposure would not justify the implementation of more
expensive solutions, a combination of administrative control (limitation of exposure length) and personal
protection equipment may be considered.
Work will commence as per towns regulations and remain within the requested decibals.
PPE must be worn at all times and additional COVID measures will be put in place.
F (2.6) Key Project Milestones
MILESTONE START DATE END DATE
Envelope March 9, 2021 June 15, 2021Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 15 of 25
3. Site Management
A (3.1) Site Access and Haul Route MapTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 16 of 25
B (3.2) Fill Source and/or Disposal Site
Below is the location for the Fill/Disposal site.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 17 of 25
C (3.3) Traffic Management PlanTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 18 of 25
C (3.4) Construction Trailer and Materials Storage LocationTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 19 of 25
C (3.5) Off-Site Requirements
None
C (3.6) Delivery Times and Loading Areas
Delivery times will consist of morning drop off times. The site will be open at 7am and will remain open
until 4-5pm daily
C (3.7) Worker Access and ParkingTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 20 of 25
C (3.8) Pedestrian AccessTitle: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 21 of 25
C (3.9) Adjacent Property Access Impacts
None necessary. Hoarding will separate properties and separate access is available to gas station.
4. Waste Management
A (4.1) General Waste Management
Daily garbage removal will be done by all trades as per their contract. A 40 yard mixed garbage bin will be on site and
emptied on a weekly basis.
B (4.2) Site Tidiness
General cleaning will be done at the end of every day. Each trade will be responsible for site tidiness with the
supervision of Integricon. Upon failure to maintain site tidiness a warning will be sent to the subcontractors
management and if the problem continues, Integricon will clean and back charge the subcontractor.
5. Environmental Management
A (5.1) Erosion and Sediment Control
Integricon will conduct site erosion and sediment control as if the site was a LEED project. This includes filter cloth
under all catch basin covers, mud mats and silt fence along the bottom of the hoarding to keep all run off contained.
B (5.2) Water Quality Control
Water supply is city supplied.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 22 of 25
C (4.3) Tree Protection
Tree protection will consist of plywood hoarding (minimum 19mm or ¾”) or equivalent barriers. The
barriers will be made of 2.4m (8’) high plywood hoarding. If tree branches are lower than 8’, we will use
a lower and approved height.Title: Project Management Plan
Project Name: Sporting Life
Project Number: TBD
Collingwood
Version: 1.0 Page 23 of 25
D (4.4) Spill Response Plan
Integricon’s Spill Response Plan is as follows:
1) Make sure area is safe for entry and the spilled material or liquid does not pose an immediate threat to health
and safety of responder.
2) Check for hazards (flammable material, noxious fumes, cause of spill).
3) If serious hazards are present leave the area and call 911.
4) If possible, stop the source of spill (plug hole, upright the container, shut off valve) following all health and
safety procedures
5) Prevent spill from entering stormwater drain using absorbent or other spill response material as necessary or
as directed by Workplace Hazardous Material Information System (WHMIS) and Safety Data Sheets (SDS).
6) If spilled material has entered the sanitary sewer contact Regional Source Control Program
7) Clean up spilled material/absorbent (do not flush area with water).
8) Dispose of cleaned material/absorbent in secure container for disposal as hazardous waste.You can also read
