SITE

12.20 (40') GATE

12.20

(40')

GAT

E

7.00

1.505.10

5.80

10.50

HOARDING WALL(OR EQUIVALENT)

HOARDING WALL(OR EQUIVALENT)

PROPERTY LINE

HOARDING WALL(OR EQUIVALENT)

PROPERTYLINE

APPROXIMATEUNDERGROUNDENVELOPE

EXISTINGTREE TO BEREMOVED

EXISTINGTREE TO BEREMOVED

EXISTINGTREE TO BEREMOVED

EXISTING LIGHT STANDARD TOBE MAINTAINED. 0.50m OF

CLEARANCE TO BE PROVIDED.

20.00 TAPER

20.00 TAPER

31.80

APPROXIMATEBUILDINGENVELOPE

APPROXIMATEUNDERGROUNDENVELOPE

APPROXIMATEUNDERGROUNDENVELOPE

APPROXIMATEBUILDINGENVELOPE

HOARDING WALL (OR EQUIVALENT) TOTERMINATE AT EXISTING BUIDLING

HOARDING WALL (OR EQUIVALENT) TOTERMINATE AT EXISTING BUILDING

EXISTING LIGHT STANDARD TO BE MAINTAINED.0.50m OF CLEARANCE TO BE PROVIDED.

PROPOSED APPROXIMATEMUD-MAT. TO BE DESIGNEDBY OTHERS. CITY OF BARRIETO CONFIRM STANDARD.

1.50

3.10

0.10

3.50

R37.00

APPROXIMATECONSTRUCTIONTRAILER LOCATION

APPROXIMATE TEMPORARYPOWER SHACK LOCATION

APPROXIMATE MATERIALLAYDOWN AREA AFTERDEVELOPMENT HADREACHED GRADE

GENERAL NOTES

1. BASE SURVEY PLAN PREPARED WITH THE FOLLOWING DRAWINGS:

1.1. SURVEY DRAWING 14137_TOPO DATED JULY 10, 2014 COMPLETED BYDINO ASTRI SURVEYING LIMITED.

2. ALL TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS SHALLCONFORM TO THE ONTARIO TRAFFIC MANUAL, BOOK 5-REGULATORYSIGNS, BOOK 6-WARNING SIGNS, BOOK 7-TEMPORARY CONDITIONS, BOOK11-PAVEMENT, HAZARD AND DELINEATION MARKINGS AND BOOK12-TRAFFIC SIGNALS.

3. THE LOCATION AND EXTENT OF ALL EXISTING UTILITIES SHOWN ON THEPLAN ARE CONSIDERED APPROXIMATE ONLY. PRIOR TO CONSTRUCTIONTHE CONTRACTOR SHALL CONFIRM THE LOCATION OF UTILITIES AND BERESPONSIBLE FOR ADEQUATE PROTECTION FROM DAMAGE DURINGCONSTRUCTION.

4. ALL WORK TO CONFORM TO THE APPLICABLE MUNICIPALITIESSTANDARDS, ONTARIO PROVINCIAL STANDARDS AND SPECIFICATIONSAND ALL OTHER RELEVANT CODES, STANDARDS, GUIDELINES, ETC.

5. ALL WORK TO BE CARRIED OUT IN COMPLIANCE WITH THE OCCUPATIONALHEALTH AND SAFETY ACT AND THE MINISTRY OF TRANSPORTATIONROADSIDE SAFETY MANUAL.

6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROTECTIVE BARRIERAROUND THE PERIMETER OF SITE TO PREVENT VEHICLES FROMENTERING THE OPEN EXCAVATION. DESIGN OF BARRIER TO BE BY OTHERAND CAN BE REMOVED ONCE STRUCTURE REACHES GRADE LEVEL.

7. TRAFFIC/PARKING CONTROL SIGNAGE AND SUPPORTS SHALL BE LOCATEDSO AS NOT TO ENCROACH INTO ANY ADJACENT LANE AND PROVIDE AMINIMUM HEIGHT CLEARANCE OF 4.0m.

8. EXISTING DRAINAGE PATTERNS TO BE MAINTAINED.

9. NOISE LEVELS SHALL BE KEPT IN ACCORDANCE WITH THE APPLICABLEMUNICIPALITIES BY LAWS AND REGULATIONS.

10. PEDESTRIAN WALKWAY TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALLTIMES.

11. CONSTRUCTION ZONE TO HAVE SUPPLEMENTARY REPLACEMENT STREET& PEDESTRIAN LIGHTING. (REQUIREMENTS TO BE DETERMINED BY THECITY OF BARRIE.)

12. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITSREQUIRED FOR WORKING ON-SITE AND WITHIN THE PUBLIC RIGHT OFWAY.

13. CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT OF ALL WORKS.

14. ALL DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD LAYOUT SHALLBE REPORTED TO THE SITE SUPERVISOR AND OWNER BEFORE FURTHERACTION IS TAKEN.

15. ALL TRAFFIC SIGNALS & POLES, TRAFFIC CONTROLLERS, LIGHTSTANDARDS, UTILITY POLES, SIGN POSTS, STREET FURNITURE, PIPEBARRIERS, TRAFFIC/PARKING CONTROL SIGNAGEREMOVAL/RELOCATION/REPLACEMENT SHALL BE BY THE APPLICABLEMUNICIPALITY OR APPROPRIATE UTILITY COMPANY/TRANSPORTATIONAUTHORITY.

16. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCEAND REMOVAL OF ALL TEMPORARY SIGNAGE.

17. NO GRINDING PERMITTED OF EXISTING PAVEMENT MARKINGS IF NEWPAVEMENT MARKINGS ARE BEING PLACED AS PART OF THIS PLAN. ONLYWATER/SODA/SAND BLASTING METHODS ARE PERMITTED FOR REMOVALOF EXISTING PAVEMENT MARKINGS OR AS DIRECTED BY THEMUNICIPALITY.

18. TC-54 FLEXIBLE DRUM (BARRELS) ARE ONLY TO BE REMOVED DURINGCONSTRUCTION VEHICLE MANOEUVRING.

19. ALL PROPOSED TRAFFIC CONTROL SIGNAGE TO BE BE MOUNTED ONEXISTING POLES WITH A SUITABLE BRACKET IF POSSIBLE.

20. DURING AFTER HOURS, THE CONTRACTOR SHALL ENSURE ALL ACCESSGATES ARE CLOSED & LOCKED AND THAT ALL BUILDINGMATERIAL/EQUIPMENT IS STORED WITHIN THE CONSTRUCTION AREA.

21. FOLLOWING THE COMPLETION OF THE PROJECT, THE AREA WITHIN THEPUBLIC RIGHT OF WAY SHALL BE RESTORED TO EXISTING CONDITIONS ORBETTER.

22. A PROTECTIVE BARRIER SHALL BE INSTALLED ALONG THE EDGE OFEXCAVATION ONCE EXCAVATION PROCEEDS BELOW GRADE LEVEL. THEBARRIER MAY BE REMOVED ONLY ONCE THE FUTURE STRUCTUREREACHES GRADE-LEVEL. BARRIER DESIGN TO BE BY OTHERS.

Date Plotted: March 17, 2020 Filename: \\bafp03.tor.bagroup.com\cad\7484-11\BA\CMP\REV01\BA-37 JOHNSON-CMP-REV01-748411.dwg

CONSTRUCTION MANAGEMENTPLAN

37 JOHNSON STREET, BARRIE

7484-11

MARCH 10, 2020

Project No.:

Date:

Scale:

CMP-1A

01 03-17-20 BRC ISSUED TO CLIENT FOR CITY SUBMISSION

00 03-10-20 BRC ISSUED TO CLIENT FOR PRELIMINARY REVIEW

00 MM-DD-YR INT REVISION NOTE

Toronto ON M4V 1K9

ENVIRONMENTSEMAIL bagroup@bagroup.com BAGROUP.COM

IN URBANMOVEMENT

TEL 416 961 7110

300 - 45 St. Clair Ave. W.BA Consulting Group Ltd.

1:250

0 5 10m

THIS PROPOSED CONCEPTUALTRAFFIC MANAGEMENT DURING

CONSTRUCTION PLAN AND CONTAINEDCONSTRUCTION LOGISTICS AREPRELIMINARY AND SUBJECT TO

CHANGE. THIS PLAN IS INTENDED FORDISCUSSION PURPOSES ONLY.

EROSION & SEDIMENT CONTROL NOTES1. ALL CONSTRUCTION FENCING WILL BE LINED WITH A SILT FENCE TO

ALLOW WATER PASSAGE AND RESTRICT SILT AND/OR SOIL COMPOUNDS;

2. MUD MATS WILL BE POSITIONED AT ALL CONSTRUCTION ACCESS POINTS,TO LIMIT THE AMOUNT OF DIRT LEAVING THE SITE;

3. ALL EXISTING AND PROPOSED CATCHBASINS WITHIN THE SITE ANDWITHIN THE PUBLIC RIGHT-OF-WAYS, ADJACENT TO THE SITE ARE TO BEEQUIPPED WITH INLET SEDIMENT CONTROL TRAPS;

4. THE DEWATERING PROCESS WILL INVOLVE A LICENSED CONTRACTORAND WILL CONFORM TO MINISTRY OF ENVIRONMENT GUIDELINES ANDREGULATIONS;

5. ALL REMOVAL DISPOSAL OF EXCAVATION AND DEMOLITION MATERIALSWILL BE TRANSPORTED TO LICENSED DUMP STATION AS PER MINISTRYOF ENVIRONMENT GUIDELINES AND REGULATIONS;

6. SCHEDULED STREET MAINTENANCE ALONG THE LOCAL STREETSSURROUNDING THE DEVELOPMENT SITE WILL BE PROVIDED DURING THECONSTRUCTION PERIOD;

ITEM REMOVAL / RELOCATION

TRAFFIC CONTROL PERSON

LEGEND

JERSEY BARRIER (AS PER OPSD911.140) WITH HOARDING WALL

COVERED PEDESTRIAN WALKWAY

CONSTRUCTION STAGING AREA

40' x 10' SITE OFFICE TRAILER

CONSTRUCTION EQUIPMENT/MACHINERY

CRANE SWING

CONSTRUCTION MUD MAT

MATERIAL LAYDOWN

SITE

TRAFFIC CONTROL PERSONREQUIRED TO BE PRESENT

TO DIRECT MOTORISTSDURING CONSTRUCTIONVEHICLE MANOEUVRING

SECTION A-AINDIAN ARROW ROAD

3.50WESTBOUND LANE

3.50EASTBOUND LANE

EXISTINGEASTBOUND LANE

EXISTINGWESTBOUND LANE

5.10CONSTRUCTION STAGING AREA

COVERED PEDESTRIANWALKWAY

LEVEL PLATFORMTO BE PROVIDEDWITHIN WALKWAY

NORTH R.O.W.

N.T.S.

SOUTH R.O.W.

0.10

1.50

CONCRETE JERSEYBARRIER OFFSET 0.10m

FROM THE PAINTED LINE

EXISTINGSIDEWALK

EXISTINGSIDEWALK

PEDESTRIANPATHWAY TOBE RELOCATED

RELOCATEDPEDESTRIANPATHWAY

SITE

TRAFFIC CONTROL PERSONREQUIRED TO BE PRESENT

TO DIRECT MOTORISTSDURING CONSTRUCTIONVEHICLE MANOEUVRING

SITE

11.15

1.98 2.03 3.71 1.83

Design Vehicle - MACK CT713 (CBM Cement 9 Cubic Meters)

Overall Length 11.15mOverall Width 2.50mOverall Body Height 3.96m

Inside Turning Radius 9.10mOutside Turning Radius 14.63m

16.156.855

Max 10° Vert

11.415 1.85 1.971

5.4331.318 3.445 1.321

Design Vehicle - MACK TRACTOR WITH 53 FOOT TRAILER

Overall Length 20.669mOverall Width 2.600mOverall Body Height 3.090mMin Body Ground Clearance 0.482mTrack Width 2.410mLock-to-lock time 4.00sCurb to Curb Turning Radius 13.960m

TRACTOR TRAILER MOVEMENTFORWARD MOVEMENT

REVERSE MOVEMENT CONCRETE TRUCK MOVEMENTFORWARD MOVEMENT

REVERSE MOVEMENT

20m151050

1:500

EXISTING LANE CONDITION

PROPOSED LANE CONDITION

REMOVAL/RELOCATED

ITEM REMOVAL / RELOCATION

TRAFFIC CONTROL PERSON

LEGEND

JERSEY BARRIER (AS PER OPSD911.140) WITH HOARDING WALL

COVERED PEDESTRIAN WALKWAY

CONSTRUCTION STAGING AREA

40' x 10' SITE OFFICE TRAILER

CONSTRUCTION EQUIPMENT/MACHINERY

CRANE SWING

CONSTRUCTION MUD MAT

MATERIAL LAYDOWN

20m151050

1:500

POTENTIAL TRUCK ROUTE INBOUND MOVEMENT

OUTBOUND MOVEMENT

0 10 20 30 40

1:1,000

50m GENERAL NOTES

1. BASE SURVEY PLAN PREPARED WITH THE FOLLOWING DRAWINGS:

1.1. SURVEY DRAWING 14137_TOPO DATED JULY 10, 2014 COMPLETED BYDINO ASTRI SURVEYING LIMITED.

2. ALL TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS SHALLCONFORM TO THE ONTARIO TRAFFIC MANUAL, BOOK 5-REGULATORYSIGNS, BOOK 6-WARNING SIGNS, BOOK 7-TEMPORARY CONDITIONS, BOOK11-PAVEMENT, HAZARD AND DELINEATION MARKINGS AND BOOK12-TRAFFIC SIGNALS.

3. THE LOCATION AND EXTENT OF ALL EXISTING UTILITIES SHOWN ON THEPLAN ARE CONSIDERED APPROXIMATE ONLY. PRIOR TO CONSTRUCTIONTHE CONTRACTOR SHALL CONFIRM THE LOCATION OF UTILITIES AND BERESPONSIBLE FOR ADEQUATE PROTECTION FROM DAMAGE DURINGCONSTRUCTION.

4. ALL WORK TO CONFORM TO THE APPLICABLE MUNICIPALITIESSTANDARDS, ONTARIO PROVINCIAL STANDARDS AND SPECIFICATIONSAND ALL OTHER RELEVANT CODES, STANDARDS, GUIDELINES, ETC.

5. ALL WORK TO BE CARRIED OUT IN COMPLIANCE WITH THE OCCUPATIONALHEALTH AND SAFETY ACT AND THE MINISTRY OF TRANSPORTATIONROADSIDE SAFETY MANUAL.

6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROTECTIVE BARRIERAROUND THE PERIMETER OF SITE TO PREVENT VEHICLES FROMENTERING THE OPEN EXCAVATION. DESIGN OF BARRIER TO BE BY OTHERAND CAN BE REMOVED ONCE STRUCTURE REACHES GRADE LEVEL.

7. TRAFFIC/PARKING CONTROL SIGNAGE AND SUPPORTS SHALL BE LOCATEDSO AS NOT TO ENCROACH INTO ANY ADJACENT LANE AND PROVIDE AMINIMUM HEIGHT CLEARANCE OF 4.0m.

8. EXISTING DRAINAGE PATTERNS TO BE MAINTAINED.

9. NOISE LEVELS SHALL BE KEPT IN ACCORDANCE WITH THE APPLICABLEMUNICIPALITIES BY LAWS AND REGULATIONS.

10. PEDESTRIAN WALKWAY TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALLTIMES.

11. CONSTRUCTION ZONE TO HAVE SUPPLEMENTARY REPLACEMENT STREET& PEDESTRIAN LIGHTING. (REQUIREMENTS TO BE DETERMINED BY THECITY OF BARRIE.)

12. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITSREQUIRED FOR WORKING ON-SITE AND WITHIN THE PUBLIC RIGHT OFWAY.

13. CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT OF ALL WORKS.

14. ALL DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD LAYOUT SHALLBE REPORTED TO THE SITE SUPERVISOR AND OWNER BEFORE FURTHERACTION IS TAKEN.

15. ALL TRAFFIC SIGNALS & POLES, TRAFFIC CONTROLLERS, LIGHTSTANDARDS, UTILITY POLES, SIGN POSTS, STREET FURNITURE, PIPEBARRIERS, TRAFFIC/PARKING CONTROL SIGNAGEREMOVAL/RELOCATION/REPLACEMENT SHALL BE BY THE APPLICABLEMUNICIPALITY OR APPROPRIATE UTILITY COMPANY/TRANSPORTATIONAUTHORITY.

16. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCEAND REMOVAL OF ALL TEMPORARY SIGNAGE.

17. NO GRINDING PERMITTED OF EXISTING PAVEMENT MARKINGS IF NEWPAVEMENT MARKINGS ARE BEING PLACED AS PART OF THIS PLAN. ONLYWATER/SODA/SAND BLASTING METHODS ARE PERMITTED FOR REMOVALOF EXISTING PAVEMENT MARKINGS OR AS DIRECTED BY THEMUNICIPALITY.

18. TC-54 FLEXIBLE DRUM (BARRELS) ARE ONLY TO BE REMOVED DURINGCONSTRUCTION VEHICLE MANOEUVRING.

19. ALL PROPOSED TRAFFIC CONTROL SIGNAGE TO BE BE MOUNTED ONEXISTING POLES WITH A SUITABLE BRACKET IF POSSIBLE.

20. DURING AFTER HOURS, THE CONTRACTOR SHALL ENSURE ALL ACCESSGATES ARE CLOSED & LOCKED AND THAT ALL BUILDINGMATERIAL/EQUIPMENT IS STORED WITHIN THE CONSTRUCTION AREA.

21. FOLLOWING THE COMPLETION OF THE PROJECT, THE AREA WITHIN THEPUBLIC RIGHT OF WAY SHALL BE RESTORED TO EXISTING CONDITIONS ORBETTER.

22. A PROTECTIVE BARRIER SHALL BE INSTALLED ALONG THE EDGE OFEXCAVATION ONCE EXCAVATION PROCEEDS BELOW GRADE LEVEL. THEBARRIER MAY BE REMOVED ONLY ONCE THE FUTURE STRUCTUREREACHES GRADE-LEVEL. BARRIER DESIGN TO BE BY OTHERS.

Date Plotted: March 17, 2020 Filename: \\bafp03.tor.bagroup.com\cad\7484-11\BA\CMP\REV01\BA-37 JOHNSON-CMP-REV01-748411.dwg

CONSTRUCTION MANAGEMENTPLAN

37 JOHNSON STREET, BARRIE

7484-11

MARCH 10, 2020

Project No.:

Date:

Scale:

CMP-1B

01 03-17-20 BRC ISSUED TO CLIENT FOR CITY SUBMISSION

00 03-10-20 BRC ISSUED TO CLIENT FOR PRELIMINARY REVIEW

00 MM-DD-YR INT REVISION NOTE

Toronto ON M4V 1K9

ENVIRONMENTSEMAIL bagroup@bagroup.com BAGROUP.COM

IN URBANMOVEMENT

TEL 416 961 7110

300 - 45 St. Clair Ave. W.BA Consulting Group Ltd.

1:250

0 5 10m

THIS PROPOSED CONCEPTUALTRAFFIC MANAGEMENT DURING

CONSTRUCTION PLAN AND CONTAINEDCONSTRUCTION LOGISTICS AREPRELIMINARY AND SUBJECT TO

CHANGE. THIS PLAN IS INTENDED FORDISCUSSION PURPOSES ONLY.

EROSION & SEDIMENT CONTROL NOTES1. ALL CONSTRUCTION FENCING WILL BE LINED WITH A SILT FENCE TO

ALLOW WATER PASSAGE AND RESTRICT SILT AND/OR SOIL COMPOUNDS;

2. MUD MATS WILL BE POSITIONED AT ALL CONSTRUCTION ACCESS POINTS,TO LIMIT THE AMOUNT OF DIRT LEAVING THE SITE;

3. ALL EXISTING AND PROPOSED CATCHBASINS WITHIN THE SITE ANDWITHIN THE PUBLIC RIGHT-OF-WAYS, ADJACENT TO THE SITE ARE TO BEEQUIPPED WITH INLET SEDIMENT CONTROL TRAPS;

4. THE DEWATERING PROCESS WILL INVOLVE A LICENSED CONTRACTORAND WILL CONFORM TO MINISTRY OF ENVIRONMENT GUIDELINES ANDREGULATIONS;

5. ALL REMOVAL DISPOSAL OF EXCAVATION AND DEMOLITION MATERIALSWILL BE TRANSPORTED TO LICENSED DUMP STATION AS PER MINISTRYOF ENVIRONMENT GUIDELINES AND REGULATIONS;

6. SCHEDULED STREET MAINTENANCE ALONG THE LOCAL STREETSSURROUNDING THE DEVELOPMENT SITE WILL BE PROVIDED DURING THECONSTRUCTION PERIOD;